CN201459954U - A double-layer steel plate thermal insulation shear wall - Google Patents
A double-layer steel plate thermal insulation shear wall Download PDFInfo
- Publication number
- CN201459954U CN201459954U CN2009200734584U CN200920073458U CN201459954U CN 201459954 U CN201459954 U CN 201459954U CN 2009200734584 U CN2009200734584 U CN 2009200734584U CN 200920073458 U CN200920073458 U CN 200920073458U CN 201459954 U CN201459954 U CN 201459954U
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- steel plate
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- layer steel
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 66
- 239000010959 steel Substances 0.000 title claims abstract description 66
- 238000009413 insulation Methods 0.000 title claims abstract description 16
- 239000012774 insulation material Substances 0.000 claims abstract 4
- 239000011150 reinforced concrete Substances 0.000 claims description 9
- 239000004567 concrete Substances 0.000 claims description 8
- 239000003351 stiffener Substances 0.000 claims 6
- 238000010276 construction Methods 0.000 abstract description 5
- 238000004321 preservation Methods 0.000 abstract description 5
- 230000002787 reinforcement Effects 0.000 abstract 1
- 230000009466 transformation Effects 0.000 abstract 1
- 239000011810 insulating material Substances 0.000 description 9
- 238000005516 engineering process Methods 0.000 description 6
- 239000000463 material Substances 0.000 description 5
- 238000013461 design Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 239000011494 foam glass Substances 0.000 description 2
- 239000011491 glass wool Substances 0.000 description 2
- 239000011490 mineral wool Substances 0.000 description 2
- 239000003973 paint Substances 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 229920003023 plastic Polymers 0.000 description 2
- 229920006327 polystyrene foam Polymers 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B30/00—Energy efficient heating, ventilation or air conditioning [HVAC]
- Y02B30/90—Passive houses; Double facade technology
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- Building Environments (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
本实用新型涉及一种双层钢板保温剪力墙，属于建筑领域，本实用新型包括双层钢板、保温材料、边缘柱、边缘梁、钢板水平和竖向加劲肋、水平加劲肋和竖向加劲肋。双层钢板嵌固在边缘柱和边缘梁之间，在双层钢板中间填充保温材料。本实用新型用于对抗震设防和承重外墙保温有较高要求的高层和超高层结构中，既可用于新建建筑，还可用于既有建筑的加固改造。本实用新型构造简单，施工方便，解决了高层和超高层剪力墙的保温问题，相比传统的外墙外保温和外墙内保温体系优点突出。
The utility model relates to a double-layer steel plate thermal insulation shear wall, which belongs to the construction field. The utility model comprises a double-layer steel plate, thermal insulation material, edge column, edge beam, steel plate horizontal and vertical stiffening ribs, horizontal stiffening ribs and vertical stiffening ribs rib. The double-layer steel plate is embedded between the edge column and the edge beam, and the insulation material is filled in the middle of the double-layer steel plate. The utility model is used in high-rise and super-high-rise structures with high requirements for anti-seismic fortification and load-bearing external wall heat preservation, and can be used for new buildings and reinforcement and transformation of existing buildings. The utility model has simple structure and convenient construction, solves the thermal insulation problem of high-rise and super high-rise shear walls, and has outstanding advantages compared with traditional external thermal insulation systems of external walls and internal thermal insulation systems of external walls.
Description
Technical field
The utility model belongs to building field, relates to the heat preservation technology of high-rise and superelevation story shear wall.
Background technology
Because present widely used External Thermal Insulation Technology for External has application life short (needing to change insulation layer in the military service phase of structure), construction trouble and is easy to shortcoming such as cracking, so the sandwich thermal insulated technology of exterior wall has and same life-span of structure, advantage such as not easy to crack, accelerates development at present.But the sandwich thermal insulated technology that how to solve high-rise and superelevation story shear wall is a difficult point, what use was more at present is embedded insulation layer in the middle of reinforced concrete shear wall, this technology is used for the lower structure of the number of plies and still can, be used for high level or superelevation layer structure, then the anti-seismic performance of structure may not meet the demands.
Steel plate shear force wall is a kind of new structural system, the framework that it utilizes edge posts and edge girder to form is born the structure vertical load, be mounted in steel plate between edge posts and the edge girder and bear the horizontal earthquake action of structure, structure stress is reasonable, has following advantage: alleviated the wall thickness of structure, promptly increased the usable floor area of structure; Alleviate dead load, reduced foundation load and geological process simultaneously; The ductility of structure is good, can stand very big distortion; Anti-seismic performance is good, and the test and the performance that have withstood actual earthquake are good; Speed of application is fast.
Summary of the invention
The purpose of this utility model is to solve preferably the insulation problem of high-rise and superelevation layer structural shear wall, the utility model is by build-in double-layer plate between edge posts and edge girder, fill insulant material between double-layer plate, satisfying high-rise and superelevation layer structural seismic set up defences and realized wall thermal insulating in the requirement, realizing anti-seismic performance and the incorporate design of heat-insulating property that shear wall is good.Special needs to be pointed out is, the utility model is two distinct notions with widely used sandwich color steel plate at present, the sandwich color steel plate is mainly used in building maintenance structure, the shearing that self can bear is very little, belong to non-structural element, the thickness of color steel is generally between 0.4mm～1.5mm, double-layer plate shear wall of the present utility model is a structural element, steel plate is used for bearing the horizontal earthquake action of structure, so steel plate thickness is very big, generally between 5mm～60mm, and the steel plate outside need be provided with steel plate level and vertical stiffening rib.
For reaching above purpose, solution of the present utility model is:
A kind of double-layer plate heat-preservation shear wall, it comprises double-layer plate, heat insulating material, edge posts, edge girder, steel plate level and vertical stiffening rib, horizontal stiffening rib and vertical stiffening rib, double-layer plate is mounted between edge posts and the edge girder, fill insulant material between double-layer plate.
Described double-layer plate, the thickness of its every layer steel plate are 5mm～60mm.
The outside of described double-layer plate need be provided with steel plate level and vertical stiffening rib.
Described edge posts is steel column, steel core concrete column and reinforced concrete post; Described edge girder is girder steel, steel tube concrete beam and reinforced concrete beam.
Described edge posts is the I shape steel column, and then this edge posts must be established horizontal stiffening rib; Described edge girder is an i-shape steel beam, and then this edge girder must be established vertical stiffening rib.
The outside of double-layer plate can be provided with fireproof paint by the fire protection requirement of steel work.
The heat insulating material of filling between the double-layer plate can be rock wool, glass wool, polystyrene foam plastics, foam glass.
Owing to adopted above technical scheme, the utlity model has following beneficial effect:
1. double-layer plate is resisted horizontal earthquake action, and the framework that edge posts and edge girder are formed is born vertical load, and structure stress is clear and definite, anti-seismic performance is good, and increases the structure usable floor area, alleviates dead load, easy construction, the technician understands easily when using and grasps, and is convenient to operation.
2. fill insulant material between the double-layer plate has insulation layer and the structure advantage with the life-span.
3. factory prefabricating degree height, easy construction, power transmission are reliable, have realized the load-bearing and the heat insulation integrated design of high-rise and superelevation story shear wall.
Description of drawings
Fig. 1 is used for the steel work schematic diagram for the utility model.
Fig. 2 is used for the reinforced concrete structure schematic diagram for the utility model.
Fig. 3 is used for the encased structures schematic diagram for the utility model.
Reference numeral: 1-double-layer plate, 2-heat insulating material, 3-edge posts, 4-edge girder, 5-steel plate level and vertical stiffening rib, the horizontal stiffening rib of 6-, the vertical stiffening rib of 7-.
The specific embodiment
The utility model is a kind of double-layer plate heat-preservation shear wall, it comprises double-layer plate 1, heat insulating material 2, edge posts 3, edge girder 4, steel plate level and vertical stiffening rib 5, horizontal stiffening rib 6 and vertical stiffening rib 7, double-layer plate 1 is mounted between edge posts 3 and the edge girder 4, and fill insulant material 2 between double-layer plate 1.The thickness of every layer of steel plate of double-layer plate 1 is 5mm～60mm.The outside of double-layer plate 1 need be provided with steel plate level and vertical stiffening rib 5.Edge posts 3 is steel column, steel core concrete column and reinforced concrete post; Edge girder 4 is girder steel, steel tube concrete beam and reinforced concrete beam.Edge posts 3 is the I shape steel column, and then this edge posts 3 must be established horizontal stiffening rib 6; Edge girder 4 is an i-shape steel beam, and then this edge girder 4 must be established vertical stiffening rib 7.The outside of double-layer plate 1 can be provided with fireproof paint by the fire protection requirement of steel work.The heat insulating material 2 of filling between the double-layer plate 1 can be rock wool, glass wool, polystyrene foam plastics, foam glass.Provide several specific embodiments below in conjunction with accompanying drawing.
Embodiment 1
As shown in Figure 1, edge posts 3 and edge girder 4 are I shape shaped steel, edge posts 3 and horizontal stiffening rib 6 thereof, edge girder 4 and vertical stiffening rib 7 thereof all are prefabricated in the factory and weld, at the scene 4 welding of edge posts 3 and edge girder or bolt are in the same place, double-layer plate 1 and heat insulating material 2 are installed after forming whole framework.Mode has two kinds, a kind of every layer of steel plate and steel plate level and vertical stiffening rib 5 for double-layer plate 1 welds together in factory in advance, earlier one deck steel plate and edge posts 3 and edge girder 4 are welded together at the scene, insert heat insulating material 2, weld another layer steel plate then; Another kind of for every layer of steel plate of double-layer plate 1 and steel plate level thereof and vertical stiffening rib 5 being welded together in factory, heat insulating material 2 is filled between the double-layer plate 1, then double-layer plate 1 around welded end plate, after factory is welded into an integral body, at the scene end plate and edge posts 3 are in the same place with edge girder 4 welding or bolt.
As shown in Figure 2, edge posts 3 and edge girder 4 are reinforced concrete member, in factory well double-layer plate 1 and steel plate level thereof and vertical stiffening rib 5 prefabricated welding, fill insulant material 2 between the double-layer plate 1, welded end plate around double-layer plate 1, weld anchor plate on the end plate, at the scene anchor plate inserted in the reinforcing cage of edge posts 3 and edge girder 4, then with concreting together.
As shown in Figure 3, edge posts 3 is a steel core concrete column, and edge girder 4 is a girder steel, edge girder 4 and stiffening rib 7 thereof can be prefabricated in the factory and weld, by the time after edge posts 3 and edge girder 4 install, begin to install double-layer plate 1 and heat insulating material 2, concrete mounting means is identical with embodiment 1.
The utility model is mainly used in the sandwich thermal insulated of high level or superelevation layer structural shear wall, both can be used for new building, also can be used for the strengthening reconstruction of existing building, has realized the shock resistance of shear wall and the integrated design of insulating power.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200734584U CN201459954U (en) | 2009-06-05 | 2009-06-05 | A double-layer steel plate thermal insulation shear wall |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200734584U CN201459954U (en) | 2009-06-05 | 2009-06-05 | A double-layer steel plate thermal insulation shear wall |
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| Publication Number | Publication Date |
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| CN201459954U true CN201459954U (en) | 2010-05-12 |
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| CN2009200734584U Expired - Fee Related CN201459954U (en) | 2009-06-05 | 2009-06-05 | A double-layer steel plate thermal insulation shear wall |
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Cited By (19)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102127941A (en) * | 2010-12-10 | 2011-07-20 | 清华大学 | Steel tube concrete column-double-layer steel plate combined shear wall and construction method thereof |
| CN102912897A (en) * | 2012-10-30 | 2013-02-06 | 沈阳建筑大学 | Partitioned buckling-restrained opening energy dissipation steel plate wall |
| CN103883029A (en) * | 2014-03-11 | 2014-06-25 | 北京工业大学 | Assembling type reinforcing steel plate shear wall |
| CN104358815A (en) * | 2014-11-03 | 2015-02-18 | 河南城建学院 | Prestress metal damper |
| CN104947831A (en) * | 2015-07-07 | 2015-09-30 | 华北理工大学 | Prefabricated assembly type profile steel concrete shear wall and construction method thereof |
| CN105201103A (en) * | 2015-10-09 | 2015-12-30 | 北京工业大学 | Assembly type ribbed steel plate shear wall with frame |
| CN105569224A (en) * | 2016-02-03 | 2016-05-11 | 山东大学 | Concrete-filled steel tube edge restraint overlapping integrated shear wall and preparing and installation methods thereof |
| CN106013506A (en) * | 2016-06-22 | 2016-10-12 | 杭州铁木辛柯钢结构设计有限公司 | Anti-buckling steel plate seismic shear wall provided with stiffening ribs |
| CN106760058A (en) * | 2017-01-02 | 2017-05-31 | 沈阳建筑大学 | Double-deck corrugated steel polyvinyl alcohol cement-base composite material combines antiknock shear wall |
| CN106760024A (en) * | 2016-11-18 | 2017-05-31 | 南宁学院 | A kind of preformed hole steel plate wall |
| CN106760025A (en) * | 2016-11-18 | 2017-05-31 | 南宁学院 | A kind of functional steel board wall |
| CN107916753A (en) * | 2016-10-11 | 2018-04-17 | 河南平高电气股份有限公司 | A kind of prefabricated cabin column and the prefabricated cabin using the column |
| CN107916750A (en) * | 2016-10-11 | 2018-04-17 | 河南平高电气股份有限公司 | A kind of prefabricated cabin wall body structure and the prefabricated cabin using the wall body structure |
| CN108678223A (en) * | 2018-06-29 | 2018-10-19 | 北京工业大学 | A kind of recoverable steel pipe concrete frame compound shear wall and the practice |
| CN109339292A (en) * | 2018-11-22 | 2019-02-15 | 尹雄 | A kind of steel composite double steel plate concrete composite shear wall |
| CN113047521A (en) * | 2021-03-18 | 2021-06-29 | 中南建筑设计院股份有限公司 | Ribbed double-layer connection steel plate shear wall |
| CN114658137A (en) * | 2022-03-17 | 2022-06-24 | 中国建筑第二工程局有限公司 | Novel heat-insulation prefabricated shear wall and construction method thereof |
| CN115233866A (en) * | 2022-07-21 | 2022-10-25 | 惠州市德信建设工程有限公司 | Building steel structure shear wall |
| CN115653156A (en) * | 2022-09-26 | 2023-01-31 | 北京建筑大学 | Full-dry type energy-consumption connection assembly type shear wall system and construction method thereof |
-
2009
- 2009-06-05 CN CN2009200734584U patent/CN201459954U/en not_active Expired - Fee Related
Cited By (26)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102127941A (en) * | 2010-12-10 | 2011-07-20 | 清华大学 | Steel tube concrete column-double-layer steel plate combined shear wall and construction method thereof |
| CN102127941B (en) * | 2010-12-10 | 2012-11-14 | 清华大学 | Steel tube concrete column-double-layer steel plate combined shear wall and construction method thereof |
| CN102912897A (en) * | 2012-10-30 | 2013-02-06 | 沈阳建筑大学 | Partitioned buckling-restrained opening energy dissipation steel plate wall |
| CN103883029A (en) * | 2014-03-11 | 2014-06-25 | 北京工业大学 | Assembling type reinforcing steel plate shear wall |
| CN104358815A (en) * | 2014-11-03 | 2015-02-18 | 河南城建学院 | Prestress metal damper |
| CN104947831A (en) * | 2015-07-07 | 2015-09-30 | 华北理工大学 | Prefabricated assembly type profile steel concrete shear wall and construction method thereof |
| CN105201103A (en) * | 2015-10-09 | 2015-12-30 | 北京工业大学 | Assembly type ribbed steel plate shear wall with frame |
| CN105201103B (en) * | 2015-10-09 | 2018-07-31 | 北京工业大学 | A kind of assembled band frame ribbing steel plate shear force wall |
| CN105569224B (en) * | 2016-02-03 | 2017-11-24 | 山东大学 | Concrete filled steel tube edge constraint overlaps monoblock type shear wall and preparation and installation method |
| CN105569224A (en) * | 2016-02-03 | 2016-05-11 | 山东大学 | Concrete-filled steel tube edge restraint overlapping integrated shear wall and preparing and installation methods thereof |
| CN106013506A (en) * | 2016-06-22 | 2016-10-12 | 杭州铁木辛柯钢结构设计有限公司 | Anti-buckling steel plate seismic shear wall provided with stiffening ribs |
| CN106013506B (en) * | 2016-06-22 | 2018-11-13 | 杭州铁木辛柯钢结构设计有限公司 | The anti-buckling steel plate seismic structural wall, earthquake resistant wall of ribbed stiffener |
| CN107916753A (en) * | 2016-10-11 | 2018-04-17 | 河南平高电气股份有限公司 | A kind of prefabricated cabin column and the prefabricated cabin using the column |
| CN107916750A (en) * | 2016-10-11 | 2018-04-17 | 河南平高电气股份有限公司 | A kind of prefabricated cabin wall body structure and the prefabricated cabin using the wall body structure |
| CN106760024B (en) * | 2016-11-18 | 2019-05-14 | 南宁学院 | A kind of preformed hole steel plate wall |
| CN106760025A (en) * | 2016-11-18 | 2017-05-31 | 南宁学院 | A kind of functional steel board wall |
| CN106760024A (en) * | 2016-11-18 | 2017-05-31 | 南宁学院 | A kind of preformed hole steel plate wall |
| CN106760025B (en) * | 2016-11-18 | 2019-11-08 | 南宁学院 | A multifunctional steel plate wall |
| CN106760058A (en) * | 2017-01-02 | 2017-05-31 | 沈阳建筑大学 | Double-deck corrugated steel polyvinyl alcohol cement-base composite material combines antiknock shear wall |
| CN108678223A (en) * | 2018-06-29 | 2018-10-19 | 北京工业大学 | A kind of recoverable steel pipe concrete frame compound shear wall and the practice |
| CN109339292A (en) * | 2018-11-22 | 2019-02-15 | 尹雄 | A kind of steel composite double steel plate concrete composite shear wall |
| CN113047521A (en) * | 2021-03-18 | 2021-06-29 | 中南建筑设计院股份有限公司 | Ribbed double-layer connection steel plate shear wall |
| CN114658137A (en) * | 2022-03-17 | 2022-06-24 | 中国建筑第二工程局有限公司 | Novel heat-insulation prefabricated shear wall and construction method thereof |
| CN115233866A (en) * | 2022-07-21 | 2022-10-25 | 惠州市德信建设工程有限公司 | Building steel structure shear wall |
| CN115233866B (en) * | 2022-07-21 | 2023-08-15 | 惠州市德信建设工程有限公司 | Building steel structure shear wall |
| CN115653156A (en) * | 2022-09-26 | 2023-01-31 | 北京建筑大学 | Full-dry type energy-consumption connection assembly type shear wall system and construction method thereof |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100512 Termination date: 20110605 |