久久建筑网(www.99jianzhu.com)致力打造一个专业的建筑学习分享平台! 用户登陆 免费注册 | 每日签到 帮助 | 金币充值| 会员中心 | 上传资料
您现在的位置:主页 > 结构 > 结构规范 > >>

ACI 318 05美国混凝土结构规范.pdf

资料评价:
★★★☆☆
更新时间:
2010-09-16
下载权限:
免费会员
文件大小:
7.72 MB
文件类型:
.pdf
下载次数:
建筑论坛:
上传会员:
Newhua2008
所属栏目:
结构规范
需要金币:
3
久久建筑网提供了大量的正版马会免费资料大全、图集、香港马会开奖结果 记录、方案、教程资料。

ACI 318 05美国混凝土结构规范英文清晰版

BUILDING CODE REQUIREMENTS FOR
STRUCTURAL CONCRETE (ACI 318-05) AND
COMMENTARY (ACI 318R-05)

 

 

TABLE OF CONTENTS
ACI 318 Building Code and Commentary
CONTENTS
INTRODUCTION ..................................................................................................................................... 7
CHAPTER 1—GENERAL REQUIREMENTS .......................................................................................... 9
1.1—Scope............................................................................................................................................................................. 9
1.2—Drawings and specifications ........................................................................................................................................ 14
1.3—Inspection .................................................................................................................................................................... 15
1.4—Approval of special systems of design or construction ................................................................................................. 18
CHAPTER 2—NOTATION AND DEFINITIONS .................................................................................... 19
2.1—Notation ....................................................................................................................................................................... 19
2.2—Definitions .................................................................................................................................................................... 28
CHAPTER 3—MATERIALS................................................................................................................... 37
3.1—Tests of materials ........................................................................................................................................................ 37
3.2—Cements ...................................................................................................................................................................... 37
3.3—Aggregates .................................................................................................................................................................. 38
3.4—Water ........................................................................................................................................................................... 38
3.5—Steel reinforcement...................................................................................................................................................... 39
3.6—Admixtures................................................................................................................................................................... 43
3.7—Storage of materials..................................................................................................................................................... 45
3.8—Referenced standards ................................................................................................................................................. 45
CHAPTER 4—DURABILITY REQUIREMENTS.................................................................................... 51
4.1—Water-cementitious material ratio ................................................................................................................................ 51
4.2—Freezing and thawing exposures................................................................................................................................. 52
4.3—Sulfate exposures ........................................................................................................................................................ 53
4.4—Corrosion protection of reinforcement .......................................................................................................................... 54
CHAPTER 5—CONCRETE QUALITY, MIXING, AND PLACING......................................................... 57
5.1—General ........................................................................................................................................................................ 57
5.2—Selection of concrete proportions ................................................................................................................................ 58
5.3—Proportioning on the basis of field experience or trial mixtures, or both................................................................................... 58
5.4—Proportioning without field experience or trial mixtures............................................................................................................. 63
5.5—Average strength reduction....................................................................................................................................................... 64
5.6—Evaluation and acceptance of concrete.................................................................................................................................... 64
5.7—Preparation of equipment and place of deposit........................................................................................................................ 68
5.8—Mixing .......................................................................................................................................................................... 69
5.9—Conveying.................................................................................................................................................................... 69
5.10—Depositing.................................................................................................................................................................. 70
5.11—Curing ........................................................................................................................................................................ 71
5.12—Cold weather requirements........................................................................................................................................ 72
5.13—Hot weather requirements ......................................................................................................................................... 72
CHAPTER 6—FORMWORK, EMBEDDED PIPES, AND CONSTRUCTION JOINTS.......................... 73
6.1—Design of formwork...................................................................................................................................................... 73
6.2—Removal of forms, shores, and reshoring..................................................................................................................... 73
6.3—Conduits and pipes embedded in concrete .................................................................................................................. 75
6.4—Construction joints ....................................................................................................................................................... 76
CHAPTER 7—DETAILS OF REINFORCEMENT.................................................................................. 79
7.1—Standard hooks............................................................................................................................................................ 79
7.2—Minimum bend diameters ............................................................................................................................................ 79
7.3—Bending........................................................................................................................................................................ 80
7.4—Surface conditions of reinforcement ............................................................................................................................. 81
7.5—Placing reinforcement .................................................................................................................................................. 81
TABLE OF CONTENTS 3
ACI 318 Building Code and Commentary
7.6—Spacing limits for reinforcement................................................................................................................................... 82
7.7—Concrete protection for reinforcement .......................................................................................................................... 84
7.8—Special reinforcement details for columns .................................................................................................................... 86
7.9—Connections ................................................................................................................................................................. 87
7.10—Lateral reinforcement for compression members ....................................................................................................... 88
7.11—Lateral reinforcement for flexural members ................................................................................................................ 90
7.12—Shrinkage and temperature reinforcement ................................................................................................................. 90
7.13—Requirements for structural integrity ........................................................................................................................... 92
CHAPTER 8—ANALYSIS AND DESIGN—GENERAL CONSIDERATIONS ............................ 95
8.1—Design methods ........................................................................................................................................................... 95
8.2—Loading ........................................................................................................................................................................ 95
8.3—Methods of analysis ..................................................................................................................................................... 96
8.4—Redistribution of negative moments in continuous flexural members........................................................................... 98
8.5—Modulus of elasticity..................................................................................................................................................... 99
8.6—Stiffness ....................................................................................................................................................................... 99
8.7—Span length................................................................................................................................................................ 100
8.8—Columns..................................................................................................................................................................... 100
8.9—Arrangement of live load ............................................................................................................................................ 100
8.10—T-beam construction ................................................................................................................................................ 101
8.11—Joist construction ..................................................................................................................................................... 102
8.12—Separate floor finish ................................................................................................................................................. 103
CHAPTER 9—STRENGTH AND SERVICEABILITY REQUIREMENTS............................................. 105
9.1—General ...................................................................................................................................................................... 105
9.2—Required strength ...................................................................................................................................................... 105
9.3—Design strength.......................................................................................................................................................... 107
9.4—Design strength for reinforcement.............................................................................................................................. 110
9.5—Control of deflections ................................................................................................................................................. 111
CHAPTER 10—FLEXURE AND AXIAL LOADS................................................................................. 119
10.1—Scope....................................................................................................................................................................... 119
10.2—Design assumptions................................................................................................................................................. 119
10.3—General principles and requirements ........................................................................................................................ 121
10.4—Distance between lateral supports of flexural members...................................................................................... 124
10.5—Minimum reinforcement of flexural members............................................................................................................ 124
10.6—Distribution of flexural reinforcement in beams and one-way slabs.......................................................................... 125
10.7—Deep beams............................................................................................................................................................. 127
10.8—Design dimensions for compression members ......................................................................................................... 128
10.9—Limits for reinforcement of compression members ..................................................................................................... 128
10.10—Slenderness effects in compression members ....................................................................................................... 130
10.11—Magnified moments—General ............................................................................................................................... 131
10.12—Magnified moments—Nonsway frames .................................................................................................................. 133
10.13—Magnified moments—Sway frames ........................................................................................................................ 137
10.14—Axially loaded members supporting slab system .................................................................................................... 140
10.15—Transmission of column loads through floor system............................................................................................... 141
10.16—Composite compression members ......................................................................................................................... 142
10.17—Bearing strength..................................................................................................................................................... 144
CHAPTER 11—SHEAR AND TORSION............................................................................................. 147
11.1—Shear strength ......................................................................................................................................................... 147
11.2—Lightweight concrete ................................................................................................................................................ 150
11.3—Shear strength provided by concrete for nonprestressed members............................................................151
11.4—Shear strength provided by concrete for prestressed members .................................................................153
11.5—Shear strength provided by shear reinforcement...................................................................................................... 156
11.6—Design for torsion..................................................................................................................................................... 160
11.7—Shear-friction............................................................................................................................................................ 171
11.8—Deep beams............................................................................................................................................................. 175
11.9—Special provisions for brackets and corbels.............................................................................................................. 176
4 TABLE OF CONTENTS
ACI 318 Building Code and Commentary
11.10—Special provisions for walls.................................................................................................................................... 179
11.11—Transfer of moments to columns ............................................................................................................................ 181
11.12—Special provisions for slabs and footings................................................................................................................ 181
CHAPTER 12—DEVELOPMENT AND SPLICES OF REINFORCEMENT......................................... 193
12.1—Development of reinforcement—General ................................................................................................................. 193
12.2—Development of deformed bars and deformed wire in tension ................................................................................. 194
12.3—Development of deformed bars and deformed wire in compression ........................................................................ 196
12.4—Development of bundled bars.................................................................................................................................. 197
12.5—Development of standard hooks in tension............................................................................................................... 197
12.6—Mechanical anchorage............................................................................................................................................. 200
12.7—Development of welded deformed wire reinforcement in tension ............................................................................. 200
12.8—Development of welded plain wire reinforcement in tension..................................................................................... 201
12.9—Development of prestressing strand ......................................................................................................................... 201
12.10—Development of flexural reinforcement—General................................................................................................... 203
12.11—Development of positive moment reinforcement .................................................................................................... 205
12.12—Development of negative moment reinforcement ................................................................................................... 207
12.13—Development of web reinforcement ........................................................................................................................ 208
12.14—Splices of reinforcement—General ......................................................................................................................... 211
12.15—Splices of deformed bars and deformed wire in tension......................................................................................... 212
12.16—Splices of deformed bars in compression............................................................................................................... 214
12.17—Special splice requirements for columns ................................................................................................................ 215
12.18—Splices of welded deformed wire reinforcement in tension..................................................................................... 217
12.19—Splices of welded plain wire reinforcement in tension ............................................................................................ 218
CHAPTER 13—TWO-WAY SLAB SYSTEMS..................................................................................... 219
13.1—Scope....................................................................................................................................................................... 219
13.2—Definitions ................................................................................................................................................................ 219
13.3—Slab reinforcement................................................................................................................................................... 220
13.4—Openings in slab systems........................................................................................................................................ 223
13.5—Design procedures................................................................................................................................................... 224
13.6—Direct design method............................................................................................................................................... 226
13.7—Equivalent frame method......................................................................................................................................... 233
CHAPTER 14—WALLS....................................................................................................................... 237
14.1—Scope....................................................................................................................................................................... 237
14.2—General .................................................................................................................................................................... 237
14.3—Minimum reinforcement ........................................................................................................................................... 238
14.4—Walls designed as compression members ............................................................................................................... 239
14.5—Empirical design method ......................................................................................................................................... 239
14.6—Nonbearing walls ..................................................................................................................................................... 240
14.7—Walls as grade beams ............................................................................................................................................. 240
14.8—Alternative design of slender walls ........................................................................................................................... 241
CHAPTER 15—FOOTINGS................................................................................................................. 243
15.1—Scope....................................................................................................................................................................... 243
15.2—Loads and reactions ................................................................................................................................................ 243
15.3—Footings supporting circular or regular polygon shaped columns or pedestals ........................................................ 244
15.4—Moment in footings .................................................................................................................................................. 244
15.5—Shear in footings...................................................................................................................................................... 245
15.6—Development of reinforcement in footings ................................................................................................................ 246
15.7—Minimum footing depth ............................................................................................................................................ 246
15.8—Transfer of force at base of column, wall, or reinforced pedestal................................................................................................246
15.9—Sloped or stepped footings ...................................................................................................................................... 249
15.10—Combined footings and mats ................................................................................................................................. 249
CHAPTER 16—PRECAST CONCRETE ............................................................................................. 251
16.1—Scope....................................................................................................................................................................... 251
16.2—General .................................................................................................................................................................... 251
TABLE OF CONTENTS 5
ACI 318 Building Code and Commentary
16.3—Distribution of forces among members ..................................................................................................................... 252
16.4—Member design ........................................................................................................................................................ 252
16.5—Structural integrity .................................................................................................................................................... 253
16.6—Connection and bearing design ............................................................................................................................... 255
16.7—Items embedded after concrete placement............................................................................................................... 257
16.8—Marking and identification ........................................................................................................................................ 257
16.9—Handling................................................................................................................................................................... 257
16.10—Strength evaluation of precast construction............................................................................................................ 257
CHAPTER 17—COMPOSITE CONCRETE FLEXURAL MEMBERS.................................................. 259
17.1—Scope....................................................................................................................................................................... 259
17.2—General .................................................................................................................................................................... 259
17.3—Shoring..................................................................................................................................................................... 260
17.4—Vertical shear strength ............................................................................................................................................. 260
17.5—Horizontal shear strength......................................................................................................................................... 260
17.6—Ties for horizontal shear .......................................................................................................................................... 261
CHAPTER 18—PRESTRESSED CONCRETE.................................................................................... 263
18.1—Scope....................................................................................................................................................................... 263
18.2—General .................................................................................................................................................................... 264
18.3—Design assumptions................................................................................................................................................. 265
18.4—Serviceability requirements—Flexural members ...................................................................................................... 266
18.5—Permissible stresses in prestressing steel ................................................................................................................ 269
18.6—Loss of prestress...................................................................................................................................................... 269
18.7—Flexural strength ...................................................................................................................................................... 271
18.8—Limits for reinforcement of flexural members............................................................................................................ 272
18.9—Minimum bonded reinforcement ............................................................................................................................... 273
18.10—Statically indeterminate structures .......................................................................................................................... 275
18.11—Compression members—Combined flexure and axial loads .................................................................................. 276
18.12—Slab systems.......................................................................................................................................................... 276
18.13—Post-tensioned tendon anchorage zones ............................................................................................................... 278
18.14—Design of anchorage zones for monostrand or single 5/8 in. diameter bar tendons............................................... 283
18.15—Design of anchorage zones for multistrand tendons........................................................................................................284
18.16—Corrosion protection for unbonded tendons.....................................................................................................................284
18.17—Post-tensioning ducts............................................................................................................................................. 285
18.18—Grout for bonded tendons ...................................................................................................................................... 285
18.19—Protection for prestressing steel ............................................................................................................................. 286
18.20—Application and measurement of prestressing force............................................................................................... 287
18.21—Post-tensioning anchorages and couplers.............................................................................................................. 287
18.22—External post-tensioning ........................................................................................................................................ 288
CHAPTER 19—SHELLS AND FOLDED PLATE MEMBERS............................................................. 291
19.1—Scope and definitions............................................................................................................................................... 291
19.2—Analysis and design ................................................................................................................................................. 293
19.3—Design strength of materials .................................................................................................................................... 295
19.4—Shell reinforcement .................................................................................................................................................. 295
19.5—Construction............................................................................................................................................................. 297
CHAPTER 20—STRENGTH EVALUATION OF EXISTING STRUCTURES ...................................... 299
20.1—Strength evaluation—General.................................................................................................................................. 299
20.2—Determination of required dimensions and material properties ................................................................................ 300
20.3—Load test procedure ................................................................................................................................................. 301
20.4—Loading criteria ........................................................................................................................................................ 301
20.5—Acceptance criteria .................................................................................................................................................. 302
20.6—Provision for lower load rating.................................................................................................................................. 304
20.7—Safety....................................................................................................................................................................... 304
CHAPTER 21—SPECIAL PROVISIONS FOR SEISMIC DESIGN...................................................... 305
21.1—Definitions ................................................................................................................................................................ 305
6 TABLE OF CONTENTS
ACI 318 Building Code and Commentary
21.2—General requirements .............................................................................................................................................. 307
21.3—Flexural members of special moment frames........................................................................................................... 312
21.4—Special moment frame members subjected to bending and axial load .................................................................... 315
21.5—Joints of special moment frames .............................................................................................................................. 320
21.6—Special moment frames constructed using precast concrete ................................................................................... 322
21.7—Special reinforced concrete structural walls and coupling beams ............................................................................ 324
21.8—Special structural walls constructed using precast concrete .................................................................................... 330
21.9—Special diaphragms and trusses.............................................................................................................................. 330
21.10—Foundations ........................................................................................................................................................... 333
21.11—Members not designated as part of the lateral-force-resisting system ................................................................... 336
21.12—Requirements for intermediate moment frames ..................................................................................................... 338
21.13—Intermediate precast structural walls ...................................................................................................................... 342
CHAPTER 22—STRUCTURAL PLAIN CONCRETE .......................................................................... 343
22.1—Scope....................................................................................................................................................................... 343
22.2—Limitations................................................................................................................................................................ 343
22.3—Joints ....................................................................................................................................................................... 344
22.4—Design method......................................................................................................................................................... 344
22.5—Strength design........................................................................................................................................................ 345
22.6—Walls ........................................................................................................................................................................ 347
22.7—Footings ................................................................................................................................................................... 348
22.8—Pedestals ................................................................................................................................................................. 350
22.9—Precast members..................................................................................................................................................... 350
22.10—Plain concrete in earthquake-resisting structures................................................................................................... 350
APPENDIX A—STRUT-AND-TIE MODELS........................................................................................ 353
A.1—Definitions.................................................................................................................................................................. 353
A.2—Strut-and-tie model design procedure ........................................................................................................................ 359
A.3—Strength of struts ....................................................................................................................................................... 360
A.4—Strength of ties .......................................................................................................................................................... 363
A.5—Strength of nodal zones ............................................................................................................................................ 364
APPENDIX B—ALTERNATIVE PROVISIONS FOR REINFORCED AND PRESTRESSED
CONCRETE FLEXURAL AND COMPRESSION MEMBERS..........99jianzhu.......... 367
B.1—Scope ........................................................................................................................................................................ 367
APPENDIX C—ALTERNATIVE LOAD AND STRENGTH REDUCTION FACTORS ......................... 373
C.1—General ..................................................................................................................................................................... 373
C.2—Required strength...................................................................................................................................................... 373
C.3—Design strength ......................................................................................................................................................... 374
APPENDIX D—ANCHORING TO CONCRETE................................................................................... 379
D.1—Definitions ................................................................................................................................................................. 379
D.2—Scope........................................................................................................................................................................ 381
D.3—General requirements ............................................................................................................................................... 382
D.4—General requirements for strength of anchors ........................................................................................................... 384
D.5—Design requirements for tensile loading..................................................................................................................... 389
D.6—Design requirements for shear loading ...................................................................................................................... 397
D.7—Interaction of tensile and shear forces ....................................................................................................................... 403
D.8—Required edge distances, spacings, and thicknesses to preclude splitting failure..................................................... 403
D.9—Installation of anchors ............................................................................................................................................... 405
APPENDIX E—STEEL REINFORCEMENT INFORMATION.............................................................. 407
COMMENTARY REFERENCES.......................................................................................................... 409
INDEX.................................................................................................................................................. 425


  ACI 318 05美国混凝土结构规范 下载地址
进入下载地址列表

猜你还喜欢

  • 《建筑电气工程施工质量验收规范》GB50303-2015
    推荐星级:
    所属分类:电力标准
    更新时间:2018-08-11
    下载次数:1
    《建筑电气工程施工质量验收规范》GB50303-2015gb50303-2015,全称为建筑电气工程施工质量验收规范gb50303-2015,是中华人民共和国住房城乡建设部发布的国家标准,自2016年8月1日起实施,其中,第3.1.5、3.1.7、6.1.1、10.1.1、11.1.1、12.1.2、13.1.1、13.1.5、1
    立即下载
  • QCR586-2017 铁路预应力混凝土铁路桥梁智能张拉系统
    推荐星级:
    所属分类:建筑规范
    更新时间:2018-08-11
    下载次数:4
    QCR586-2017 铁路预应力混凝土铁路桥梁智能张拉系统本标准按照 GB 1- 009 给出的规则起草。 本标准由中国铁道科学研究院铁道建筑研究所提出井归口. 本标准起草单位 中国铁道科学研究院铁道建筑研究所、北京铁锋建筑工程技术开发公司。 本标准主要起草 马林、肖样淋、
    立即下载
  • QCR567-2017 高速铁路CRTSⅢ型板式无砟轨道先张法预应力混凝土轨道板
    推荐星级:
    所属分类:路桥规范
    更新时间:2018-08-11
    下载次数:5
    QCR567-2017 高速铁路CRTSⅢ型板式无砟轨道先张法预应力混凝土轨道板本标准规定了高速铁路CRTSIII型板式无砟轨道用先张法预应力混凝土轨道板的技术要求、检验方法、检验规则、标志和储运。 本标准适用于高速铁路CRTSIII型板式无砟轨道用先张法预应力混凝土轨道板
    立即下载
  • JGJT417-2017建筑智能化系统运行维护技术规范
    推荐星级:
    所属分类:电力标准
    更新时间:2018-08-11
    下载次数:2
    JGJT417-2017建筑智能化系统运行维护技术规范JGJT417-2017建筑智能化系统运行维护技术规范
    立即下载
  • GBT50903-2013市政工程施工组织设计规范
    推荐星级:
    所属分类:路桥规范
    更新时间:2018-08-11
    下载次数:0
    GBT50903-2013市政工程施工组织设计规范GBT50903-2013市政工程施工组织设计规范,最新施组规范。
    立即下载
  • GB 50618-2011房屋建筑和市政基础设施工程质量检测技术管理规范.
    推荐星级:
    所属分类:建筑规范
    更新时间:2018-08-11
    下载次数:0
    GB 50618-2011房屋建筑和市政基础设施工程质量检测技术管理规范.本规范是根据住房和城乡建设部《正版马会免费资料大全印发<2008年工程建设标准制订、修订计划(第一批”的通知》 (建标[20083102号)的要求,由中国建筑业协会工程建设质量监督分会和福建省九龙建设集团有限公司会同有关单位共同编制完
    立即下载
  • 16G101-1-2-3三维立体平法结构识图(洁净无水印)
    推荐星级:
    所属分类:建筑图集
    更新时间:2018-08-11
    下载次数:0
    16G101-1-2-3三维立体平法结构识图(洁净无水印)适用与初学者的16G图集,初学者可以16G平法图集与本本资料(三维立体平法)能达到很好的学习效果,有效的让初学者对钢筋有一个立体的感知,特别适用于在校学生,没有去过工地现场的初学者,能够让初学者快速进入一个
    立即下载
  • 冷库钢结构施工图
    推荐星级:
    所属分类:结构正版马会免费资料大全
    更新时间:2018-08-11
    下载次数:0
    冷库钢结构施工图赶紧下载吧钢结构施工图啊
    立即下载
  • HJ 724-2014环境基础空间数据加工处理技术规范
    推荐星级:
    所属分类:其他资料2
    更新时间:2018-08-09
    下载次数:8
    HJ 724-2014环境基础空间数据加工处理技术规范HJ 724-2014环境基础空间数据加工处理技术规范
    立即下载
  • GB 51286-2018 城市道路工程技术规范
    推荐星级:
    所属分类:建筑规范
    更新时间:2018-08-09
    下载次数:18
    GB 51286-2018 城市道路工程技术规范GB 51286-2018 城市道路工程技术规范 现批准《城市道路工程技术规范》为国家标准,编号为GB51286-2018,自2018年9月1日起实施。本规范全部条文为强制性条文,必须严格执行。
    立即下载
  • GJB548A规范
    推荐星级:
    所属分类:建筑规范
    更新时间:2018-08-09
    下载次数:4
    GJB548A规范
    立即下载
  • 地基处理技术规范
    推荐星级:
    所属分类:建筑规范
    更新时间:2018-08-09
    下载次数:8
    地基处理技术规范地基处理技术规范上传了PDF版本,仅供大家学习参考使用,该版本规范详细介绍了对各种不良地质的处理办法及意见
    立即下载
  • 17CG34 橡胶支座钢筋混凝土板式楼梯图集
    推荐星级:
    所属分类:建筑图集
    更新时间:2018-08-09
    下载次数:7
    17CG34 橡胶支座钢筋混凝土板式楼梯图集17CG34 橡胶支座钢筋混凝土板式楼梯 本参考图集是以中国建筑西北设计研究院有限公司和陕西永安减震科技有限公司的专利技术和产品在工程中的应用为依据编写的国家建筑标准设计参考图集。楼梯支座采用有一定刚度的弹性
    立即下载
  • GB50370-2005《气体灭火系统设计规范》
    推荐星级:
    所属分类:建筑规范
    更新时间:2018-08-04
    下载次数:23
    GB50370-2005《气体灭火系统设计规范》GB50370-2005《气体灭火系统设计规范》
    立即下载
  • 新建筑防火规范强制条文
    推荐星级:
    所属分类:建筑规范
    更新时间:2018-08-04
    下载次数:29
    新建筑防火规范强制条文本文档是2014版2015.5.1施行的新建筑防火规范之强制性条文。建筑设计人员务必遵照执行。本文档是作者归纳整理,最新发布。
    立即下载
  • 《石油库设计规范》 GB 50074-2014宣贯辅导教材
    推荐星级:
    所属分类:建筑香港马会开奖结果 记录
    更新时间:2018-08-04
    下载次数:23
    《石油库设计规范》 GB 50074-2014宣贯辅导教材《石油库设计规范》 GB 50074-2014宣贯辅导教材 为自己合《石油库设计规范》GB 50074-2002 宣贯,编制组与中国计划出 版社合作,于2003 年10 月出版了《石油库设计规范》宣贯辅导教材第一版。 新修订的《石油库设计
    立即下载
  • 建筑设计防火规范(GB-50016-2014)
    推荐星级:
    所属分类:建筑规范
    更新时间:2018-08-04
    下载次数:46
    建筑设计防火规范(GB-50016-2014)建筑设计防火规范(GB-50016-2014) 2014年版,含修订说明,含条文说明,最详细最全面!
    立即下载
  • 火力发电厂岩土工程勘察规范
    推荐星级:
    所属分类:勘察设计
    更新时间:2018-08-02
    下载次数:2
    火力发电厂岩土工程勘察规范
    立即下载
  • 180预应力混凝土空心板
    推荐星级:
    所属分类:结构香港马会开奖结果 记录
    更新时间:2018-08-04
    下载次数:9
    180预应力混凝土空心板180预应力混凝土空心板,适用结构设计,施工专业人员使用,使用时注意荷载的选用,施工时注意堆放,吊装等问题,
    立即下载
  • JTGQB 003-2003 公路桥涵标准图(钢筋混凝土盖板涵)
    推荐星级:
    所属分类:路桥规范
    更新时间:2018-08-02
    下载次数:7
    JTGQB 003-2003 公路桥涵标准图(钢筋混凝土盖板涵)JTGQB 003-2003 公路桥涵标准图(钢筋混凝土盖板涵)中华人民共和国交通行业标准,跨径1.5-4米,斜交角0-40度,以及各种载荷、填土高度都有详细内容。
    立即下载
  • 铁路桥涵设计规范
    推荐星级:
    所属分类:路桥规范
    更新时间:2018-08-02
    下载次数:12
    铁路桥涵设计规范TB 10002-2017 铁路桥涵设计规范
    立即下载
  • 二次结构施工扼要事项
    推荐星级:
    所属分类:专业资料
    更新时间:2018-08-02
    下载次数:11
    二次结构施工扼要事项简明扼要介绍框架及剪力墙结构,二次结构施工中从放线开始、植筋、钢筋绑扎、砖砌体、二次构造柱、圈梁、腰带、过梁模板和混凝土的要点摘要。
    立即下载
  • (北京)防火玻璃框架系统设计、施工及验收规范
    推荐星级:
    所属分类:结构规范
    更新时间:2018-08-02
    下载次数:0
    (北京)防火玻璃框架系统设计、施工及验收规范防火玻璃框架系统设计、施工及验收规范 1.0., 为了合理地设置防火玻璃框架系统,做到安全适用、经济合 理,特制订本规范。 1.0.2本规范适用于新建、改建及扩建的民用及工业建筑中使用的 防火玻璃钢框架系统的设计、
    立即下载
  • GB∕T50326-2017建设工程项目管理规范(无水印)
    推荐星级:
    所属分类:建筑规范
    更新时间:2018-07-31
    下载次数:17
    GB∕T50326-2017建设工程项目管理规范(无水印)本规范的主要技术内容是:1 总则;2 术语;3 基本规定;4 项目管理责任制度;5 项目管理策划;6 采购与投标管理;7 合同管理;8 设计与技术管理;9 进度管理;10 质量管理;11 成本管理;12 安全生产管理;13 绿色建
    立即下载
  • GB 50738-2011 通风与空调工程施工规范
    推荐星级:
    所属分类:暖通专业资料
    更新时间:2018-08-02
    下载次数:13
    GB 50738-2011 通风与空调工程施工规范本规范由住建部负责管理和对强制性条文进行解释。
    立即下载
  • JGJ79-2002建筑地基处理技术规范条文说明
    推荐星级:
    所属分类:结构规范
    更新时间:2018-07-30
    下载次数:3
    JGJ79-2002建筑地基处理技术规范条文说明本规范主要技术内容是:1.总则; 2. 术语和符号; 3. 基本 规定; 4. 换填垫层; 5. 预压地基; 6. 压实地基和穷实地基P 7. 复合地基; 8. 注浆加固; 9. 微型桩加固; 10. 检验与监测。
    立即下载
  • 2018年建筑防排烟技术规范
    推荐星级:
    所属分类:建筑规范
    更新时间:2018-07-30
    下载次数:32
    2018年建筑防排烟技术规范现批准《建筑防烟排烟系统技术标准》为国家标准,编号为GB51251-2017,自2018年8月1日起实施。其中,第3.1.2、3.1.5(2、3)、3.2.1、3.2.2、3.2.3、3.3.1、3.3.7、3.3.11、3.4.1、4.4.1、4.4.2、4.4.7、4.4.10、4.5
    立即下载
  • GBT 13401-2017 钢制对焊管件 技术规范
    推荐星级:
    所属分类:专业资料
    更新时间:2018-07-28
    下载次数:12
    GBT 13401-2017 钢制对焊管件 技术规范这是一本部分取代GB/T12459-2005的正版马会免费资料大全钢制对焊管件的规范,供参与石油、化工、天然气建设工程建设的建设方代表、监理人员、施工人员等参考,有利于钢制对焊管件的材料采购、验收和施工。
    立即下载
  • DBJ15-31-2016 建筑地基基础设计规范(广东省标准)
    推荐星级:
    所属分类:建筑规范
    更新时间:2018-07-28
    下载次数:24
    DBJ15-31-2016 建筑地基基础设计规范(广东省标准)《建筑地基基础设计规范》DBJ15-31-2016为广东省地方标准,备案号:J13311-2016,批准部门:广东省住房和城乡建设厅。本标准自2016年12月1日起实施。其中第13.3.4、13.3.9条为强制性条文,必须严格执行。原广东省标
    立即下载
  • 混凝土边沟施工方案
    推荐星级:
    所属分类:路桥施工方案
    更新时间:2018-07-28
    下载次数:7
    混凝土边沟施工方案现浇混凝土边沟施工: 1、现浇混凝土边沟的施工流程 现浇混凝土边沟施工工艺流程:施工放样→验线→边沟开挖→整平夯实→验基坑→边沟底模板支设→验模板→边沟底板浇筑→边沟墙身模板→边沟砼浇筑→拆模→养生。 2
    立即下载

本类下载推荐

  • 13G101-11
    推荐星级:
    所属分类:结构规范
    更新时间:02-06
    下载次数:22039
    13G101-11本资料是原来的08G101-11改编而来的,最新图集...
    立即下载
  • 建筑结构荷载规范2012正式版GB 50009-2012
    推荐星级:
    所属分类:结构规范
    更新时间:02-26
    下载次数:21750
    建筑结构荷载规范2012正式版GB 50009-2012本规范共分10 章和9 个附录,主要技术内容是z 总则、术 语和符号、荷载分类和荷载组合、永久荷载、楼面和屋面活荷 载、吊车荷载、雪荷载、风荷载、温度作用、偶然荷载。 ...
    立即下载
  • 《混凝土结构设计规范》(GB50010-2010)
    推荐星级:
    所属分类:结构规范
    更新时间:03-03
    下载次数:13249
    《混凝土结构设计规范》(GB50010-2010)《混凝土结构设计规范》(GB50010-2010)...
    立即下载
  • GB50300-2013
    推荐星级:
    所属分类:结构规范
    更新时间:05-11
    下载次数:12497
    GB50300-2013我学习有关规范规程,很好,地方标准比较适宜和使用,所以好好了解,理解,...
    立即下载
  • GB18242-2008+《弹性体改性沥青防水卷材》
    推荐星级:
    所属分类:结构规范
    更新时间:04-04
    下载次数:11203
    GB18242-2008+《弹性体改性沥青防水卷材》GB18242-2008+《弹性体改性沥青防水卷材》 GB18242-2008 + elastomer modified asphalt waterproofing membrane...
    立即下载
  • 建筑深基坑工程施工安全技术规范JGJ311-2013
    推荐星级:
    所属分类:结构规范
    更新时间:03-14
    下载次数:9816
    建筑深基坑工程施工安全技术规范JGJ311-2013最新深基坑工程安全技术规范,最近才更新的,对于深基坑施工有很大的帮助。 最新深基坑工程安全技术规范,最近才更新的,对于深基坑施工有很大的帮助。 最新深基坑工程安全技术规范,最近才更新的,对于深基坑施工有...
    立即下载
  • GB8076-2008混凝土外加剂
    推荐星级:
    所属分类:结构规范
    更新时间:12-16
    下载次数:9530
    GB8076-2008混凝土外加剂混凝土外加剂GB8076-2008 本标准第5章的表1中抗压强度比、收缩率比、相对耐久性为强制性的,其余为推荐性的。 本标准代替GB80761997《 混凝土外加剂 》,与GB80761997相比,主要差异在于: 增...
    立即下载
  • GB 50156-2012汽车加油站气站设计与施工规范
    推荐星级:
    所属分类:结构规范
    更新时间:02-12
    下载次数:9047
    GB 50156-2012汽车加油站气站设计与施工规范GB 50156-2012汽车加油站气站设计与施工规范,是规范总会有人需要,希望能够对大家有用。...
    立即下载
  • GB50010-2010混凝土结构设计规范
    推荐星级:
    所属分类:结构规范
    更新时间:08-26
    下载次数:8139
    GB50010-2010混凝土结构设计规范GB50010-2010混凝土结构设计规范 www.99jianzhu.com 久久建筑资料网 《GB50010-2010混凝土结构设计规范》中国建筑工业出版社,定价:69元,多者优惠,优惠价格请致电咨询***本信息来源于百姓网baixing.com 现批准《...
    立即下载
  • GB50489-2009 《化工企业总图运输设计规范》
    推荐星级:
    所属分类:结构规范
    更新时间:04-04
    下载次数:6379
    GB50489-2009 《化工企业总图运输设计规范》GB50489-2009 《化工企业总图运输设计规范》.PDF GB50489-2009 General Plan and Transportation Design chemical industry norms.PDF...
    立即下载