
JG 118-2000 Building seismic isolation rubber bearing
time:
2024-08-07 06:32:41
- JG 118-2000
- in force
Standard ID:
JG 118-2000
Standard Name:
Building seismic isolation rubber bearing
Chinese Name:
建筑隔震橡胶支座
Standard category:
Construction industry industry standards (JG)
-
Date of Release:
2000-05-10 -
Date of Implementation:
2000-12-01
Standard ICS number:
Building materials and buildings>>Protection of buildings>>91.120.25 Earthquake and vibration protectionChina Standard Classification Number:
Engineering Construction>>Engineering Seismic Resistance, Engineering Fire Prevention, Civil Air Defense Engineering>>P15 Engineering Seismic Resistance
publishing house:
China Standards PressISBN:
155066.2-13230Publication date:
2004-04-22
Drafter:
Zhou Xiyuan, Wu Shiyuan, Zhou Fulin, Tang Jiaxiang, Su Jingyu, Zeng Demin, Lu Bailing, Yang Jianzhong, Liu Wenguang, Fan Shuirong, Li LiangDrafting Organization:
China Academy of Building Research, Shantou Hetai Isolation Equipment Co., Ltd., West Campus of South China Institute of Construction, Huazhong University of Science and Technology, Beijing Rubber Industry Research and Design Institute, Beijing ZhentFocal point Organization:
China Construction StandardizationProposing Organization:
Standard and Quota Research Institute of the Ministry of ConstructionPublishing Department:
Ministry of Construction of the People's Republic of China

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Summary:
This standard specifies the product definition, classification, requirements, test methods, inspection rules, marking, packaging, transportation and storage of building seismic isolation rubber bearings. This standard applies to building seismic isolation rubber bearings used in industrial and civil buildings. It can also be used as a reference for seismic isolation rubber bearings required for seismic isolation and shock absorption of structures, bridges, railways, equipment, etc. JG 118-2000 Building Seismic Isolation Rubber Bearings JG118-2000 Standard download decompression password: www.bzxz.net

Some standard content:
.IG118—2000
Building seismic isolation rubber bearings are products made of multiple layers of rubber and multiple layers of steel plates or other materials alternately combined. This standard is compiled in accordance with the provisions of CB/T1.1-1993 and GB/T1.31997 standardization work guidelines. The Japanese JSSI standard is adopted in a non-equivalent manner. Appendix A of this standard is the appendix of the standard. This standard was proposed by the Standard and Quota Research Institute of the Ministry of Construction. This standard is under the jurisdiction of the China Building Standard Design Institute, the technical research unit of the building structure components of the Ministry of Construction. The responsible drafting units of this standard are: China Academy of Building Research, Shantou Hetai Seismic Isolation Equipment Co., Ltd., West Campus of South China Institute of Construction, Huazhong University of Science and Technology, Beijing Rubber Industry Research and Design Institute, Beijing Zhentai Technology Development Co., Ltd. The main drafters of this standard are: Zhou Xier, Shi Shiyuan, Zhou Fulin, Tang Jiaxiang, Su Jingyu, Zeng Demin, Ma Bailing, Yang Jianzhong, Liu Wenguang, Fan Xiaorong, and Li Liang.
This standard is entrusted to the China Academy of Building Research for interpretation. 1 Scope
Building Industry Standard of the People's Republic of China Rubber Isolation Bearings for Fur Buildings
Rubber Isolation Bearings Fur BuildingsJG 118—2000
This standard specifies the product definition, classification, requirements, test methods, inspection rules, marking, packaging, transportation and storage of rubber isolation bearings for fur buildings.
This standard applies to rubber isolation bearings for fur buildings used in industrial and civil buildings. It can also be used as a reference for rubber isolation bearings required for seismic isolation and shock absorption of structures, bridges, railways, equipment, etc. 2 Referenced Standards
The provisions contained in the following standards constitute the provisions of this standard by being cited in this standard. The versions shown are valid when this standard is published. All standards are subject to revision. Parties using this standard should explore the possibility of using the new versions of the following standards: GB/T 469—1995 Lead ingots GB/T 528—1998 Determination of tensile stress-strain properties of vegetative or hot-walled rubber GB/T 531—1992 Test method for A hardness of vulcanized rubber GB/T 912—1989 Hot-rolled thin steel sheets and strips of carbon structural steel and low-alloy structural steel GB/T 2941 1991 Standard for environmental conditioning and testing of rubber specimens Temperature, humidity and time GB/T 3512—1983 Test method for hot air aging of rubber GB/T 7759—1996 Test method for hot air aging of rubber GB/T 7760—1987
GB/T7762—1987bZxz.net
Vulcanized rubber, thermoplastic rubberDetermination of compression set at room temperature, high temperature and low temperatureDetermination of adhesion between vulcanized rubber and metalSingle plate methodOzone aging resistance test for vulcanized rubberStatic tensile test methodHG/T 21981991
General requirements for physical test methods for vulcanized rubber3 Classification
3.1 Definition
This standard adopts the following definitions
Rubber isolation bearings for buildingsIsolation devices composed of multiple layers of rubber and multiple layers of steel plates or other materials alternately stacked togetherDesign working lifeThe period during which a rubber isolation bearing for buildings does not lose its effective function under normal use and maintenance conditions. 3.2 Classification and Type
3.2.1 Classification
Building rubber bearings can be divided into two types: ordinary type (coreless type) and core type according to whether there is a core in the middle hole. The cross-sectional shape of building rubber bearings is generally circular or rectangular. Approved by the Ministry of Construction of the People's Republic of China on May 10, 2000 and implemented on December 1, 2000
Tip: This standard content only shows part of the intercepted content of the complete standard. If you need the complete standard, please go to the top to download the complete standard document for free.
Building seismic isolation rubber bearings are products made of multiple layers of rubber and multiple layers of steel plates or other materials alternately combined. This standard is compiled in accordance with the provisions of CB/T1.1-1993 and GB/T1.31997 standardization work guidelines. The Japanese JSSI standard is adopted in a non-equivalent manner. Appendix A of this standard is the appendix of the standard. This standard was proposed by the Standard and Quota Research Institute of the Ministry of Construction. This standard is under the jurisdiction of the China Building Standard Design Institute, the technical research unit of the building structure components of the Ministry of Construction. The responsible drafting units of this standard are: China Academy of Building Research, Shantou Hetai Seismic Isolation Equipment Co., Ltd., West Campus of South China Institute of Construction, Huazhong University of Science and Technology, Beijing Rubber Industry Research and Design Institute, Beijing Zhentai Technology Development Co., Ltd. The main drafters of this standard are: Zhou Xier, Shi Shiyuan, Zhou Fulin, Tang Jiaxiang, Su Jingyu, Zeng Demin, Ma Bailing, Yang Jianzhong, Liu Wenguang, Fan Xiaorong, and Li Liang.
This standard is entrusted to the China Academy of Building Research for interpretation. 1 Scope
Building Industry Standard of the People's Republic of China Rubber Isolation Bearings for Fur Buildings
Rubber Isolation Bearings Fur BuildingsJG 118—2000
This standard specifies the product definition, classification, requirements, test methods, inspection rules, marking, packaging, transportation and storage of rubber isolation bearings for fur buildings.
This standard applies to rubber isolation bearings for fur buildings used in industrial and civil buildings. It can also be used as a reference for rubber isolation bearings required for seismic isolation and shock absorption of structures, bridges, railways, equipment, etc. 2 Referenced Standards
The provisions contained in the following standards constitute the provisions of this standard by being cited in this standard. The versions shown are valid when this standard is published. All standards are subject to revision. Parties using this standard should explore the possibility of using the new versions of the following standards: GB/T 469—1995 Lead ingots GB/T 528—1998 Determination of tensile stress-strain properties of vegetative or hot-walled rubber GB/T 531—1992 Test method for A hardness of vulcanized rubber GB/T 912—1989 Hot-rolled thin steel sheets and strips of carbon structural steel and low-alloy structural steel GB/T 2941 1991 Standard for environmental conditioning and testing of rubber specimens Temperature, humidity and time GB/T 3512—1983 Test method for hot air aging of rubber GB/T 7759—1996 Test method for hot air aging of rubber GB/T 7760—1987
GB/T7762—1987bZxz.net
Vulcanized rubber, thermoplastic rubberDetermination of compression set at room temperature, high temperature and low temperatureDetermination of adhesion between vulcanized rubber and metalSingle plate methodOzone aging resistance test for vulcanized rubberStatic tensile test methodHG/T 21981991
General requirements for physical test methods for vulcanized rubber3 Classification
3.1 Definition
This standard adopts the following definitions
Rubber isolation bearings for buildingsIsolation devices composed of multiple layers of rubber and multiple layers of steel plates or other materials alternately stacked togetherDesign working lifeThe period during which a rubber isolation bearing for buildings does not lose its effective function under normal use and maintenance conditions. 3.2 Classification and Type
3.2.1 Classification
Building rubber bearings can be divided into two types: ordinary type (coreless type) and core type according to whether there is a core in the middle hole. The cross-sectional shape of building rubber bearings is generally circular or rectangular. Approved by the Ministry of Construction of the People's Republic of China on May 10, 2000 and implemented on December 1, 2000
Tip: This standard content only shows part of the intercepted content of the complete standard. If you need the complete standard, please go to the top to download the complete standard document for free.
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