CN205935301U - Multicavity L shape rib double steel plates concrete compound shear wall's structure - Google Patents
Multicavity L shape rib double steel plates concrete compound shear wall's structure Download PDFInfo
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- CN205935301U CN205935301U CN201620908492.9U CN201620908492U CN205935301U CN 205935301 U CN205935301 U CN 205935301U CN 201620908492 U CN201620908492 U CN 201620908492U CN 205935301 U CN205935301 U CN 205935301U
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Abstract
The utility model discloses a multicavity L shape rib double steel plates concrete compound shear wall's structure. Including two blocks of shear force wall steel sheets, tip steel sheet and L shape stiffening rib, two blocks of shear force wall steel sheets are all connected through the tip steel sheet between the both ends of two blocks of shear force wall steel sheets mutually just to parallel arrangement, and two blocks of tip steel sheets and two blocks of shear force wall steel sheets surround and form rectangular cavity structure, and two shear force wall steel sheet inner walls in the cavity all are equipped with a plurality of L shape stiffening rib, the L shape stiffening rib make -up drawknot on both sides, and concreting in the cavity forms single individually from this concrete compound shear wall. The utility model discloses a simple easy preparation of part, wall thickness, the rib spacing that puts more energy into, wall length are nimble changeable, and preparation simple process makes things convenient for industrialization batch production.
Description
Technical field
The utility model relate to a kind of construction of multi-cavity L-shaped rib double steel plate combined concrete shear wall, belongs to structure work
Journey technical field.Can be widely applied to all kinds of steel buildings, especially among steel house.
Background technology
Concrete shear force wall rigidity is fine, but concrete tensile strength is low easy to crack, and structure requires strict, usually to sidesway
The structure wall being is thicker.Steel plate shear force wall ductility is fine, but easy unstability.Steel plate and the compound shear wall of concrete, permissible
The advantage of comprehensive steel and concrete, evades both defects, is a kind of combined member of superior performance, obtained numerous enterprises,
Colleges and universities and scientific research institutions are sufficiently studied, and obtain certain application in engineering.
For the construction of steel plate concrete combined shear wall, in order to avoid the flexing of large deformation lower steel plate, the width to steel plate
Thickness rate is restricted, conventional ribbed stiffener, to wearing the modes such as bolt, peg, by steel plate and coagulation local soil type altogether, has both reduced steel plate
Flakiness ratio, also then combine co-ordination by two.
The make of common several steel plate concrete combined shear walls, processes all inconvenient, some constructions
The inside ribbed stiffener welding difficulty of form, the welding deformation of some structural forms is larger, and the parts of some structural forms are not yet
Flexibly, steel using amount is larger.
Utility model content
In order to solve asking limited by shear wall length and shear wall steel plate thickness in existing steel plate concrete combined shear wall
Topic, in order that the more convenient processing and fabricating of steel plate concrete combined shear wall component, preferably plays the associativity of bi-material
Can, more effectively save material, the utility model proposes a kind of structure of multi-cavity L-shaped rib double steel plate combined concrete shear wall
Make.This construction, outside the advantage continuing original steel plate concrete combined shear wall, by the L-shaped ribbed stiffener of built-in make-up, solves
Shear wall length is limited by modulus, problem that shear wall's thickness is limited by technique and supporting member.Make this contexture
Steel pipe bundle combining structure shear wall arrangement more flexible, design convenient.
The technical solution of the utility model is as follows：
The utility model includes two blocks of shear wall steel plates, end steel plate and L-shaped ribbed stiffener, and two blocks of shear wall steel plates face
It is arranged in parallel, all connected by end steel plate between the two ends of two blocks of shear wall steel plates, two blocks of end steel plates and two pieces of shear walls
Steel plate surrounds the rectangular cavity structure of formation, and two in cavity piece shear wall steel plate inwall is equipped with multiple L-shaped ribbed stiffeners, and two
The L-shaped ribbed stiffener make-up drawknot on side, casting concrete in cavity, it is consequently formed single described combined concrete shear wall.
Described multiple L-shaped ribbed stiffener horizontal parallel arrange, L-shaped ribbed stiffener one end is welded on shear wall steel plate uniformly at intervals
Inwall, the corresponding two pieces of L-shaped ribbed stiffener other end make-up drawknots of two blocks of shear wall steel plates.
Described L-shaped ribbed stiffener is formed by welding by two panels steel plate.
Described L-shaped ribbed stiffener is formed by one piece of steel plate cold bending.
Single described combined concrete shear wall and square tube are connected formation in-line wall.
Two described combined concrete shear walls and square tube are connected formation L-type wall.
Three described combined concrete shear walls and square tube are connected the T-shaped wall of formation.
Four described combined concrete shear walls and square tube are connected the cross wall of formation.
Three described combined concrete shear walls and two square tubes are combined is attached forming Z-shaped wall or C-shaped wall.
Described shear wall steel plate upper band L-shaped ribbed stiffener, the L-shaped ribbed stiffener make-up drawknot on two blocks of shear wall steel plates is formed
Cavity, shear wall steel plate end positions carry out closing formation cavity by welding end steel plate, pour in above-described cavity
Concrete.
Know-why of the present utility model and having the beneficial effect that：
1. multi-cavity L-shaped rib double steel plate combined concrete shear wall component can make in factory, and assembled in situ is constructed, and pours
Concrete convenient it is not necessary to formwork；
2. plate and concrete collaborative work, can give full play to the performance of material, you can as supporting member it is also possible to make
For lateral resistant member；
3. body is relatively thin, and shear wall length and shear wall steel plate thickness are unrestricted, can arrange in conjunction with building partition, for building
Build and structure design provides convenient；
4. all process steps that multi-cavity L-shaped rib double steel plate combined concrete shear wall component produces adopt industrial equipment, raw
Produce speed fast, reliable product quality, save cost of labor；
5. the shear wall steel plate in multi-cavity L-shaped rib double steel plate combined concrete shear wall component and concrete are added by L-shaped
Strength rib collaborative work, compound action is reliable, and bending resistance, shearing resistance and resistance to compression bearing capacity are high.
Brief description
Fig. 1 is the stereogram of the utility model single structure shear wall.
Fig. 2 is the organigram of the utility model single structure shear wall.
Fig. 3 is the yi word pattern compound shear wall organigram of embodiment 2.
Fig. 4 is the L-shaped combining structure shear wall schematic diagram of embodiment 3.
Fig. 5 is the T-shaped combining structure shear wall schematic diagram of embodiment 4.
Fig. 6 is the cross combining structure shear wall schematic diagram of embodiment 5.
Fig. 7 is the Z-shaped combining structure shear wall schematic diagram of embodiment 6.
Fig. 8 is the C-shaped combining structure shear wall schematic diagram of embodiment 7.
In figure：1. shear wall steel plate, 2.L shape ribbed stiffener, 3. end steel plate, 4. concrete, 5. square steel tube.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawings and examples.
Embodiment 1
As depicted in figs. 1 and 2, embodiment 1 includes two blocks of shear wall steel plates 1, end steel plate 3 and L-shaped ribbed stiffener 2, two pieces
Shear wall steel plate 1 faces and is arranged in parallel, and is all connected by end steel plate 3 between the two ends of two blocks of shear wall steel plates 1, two pieces of ends
Portion's steel plate 3 and two blocks of shear wall steel plates 1 surround the rectangular cavity structure of formation, two in cavity block shear wall steel plate 1 inwall
It is respectively provided with three L-shaped ribbed stiffeners 2, the L-shaped ribbed stiffener 2 make-up drawknot on both sides, casting concrete 4 in cavity, be consequently formed list
Individual combined concrete shear wall.
L-shaped ribbed stiffener 2 is formed by welding by two panels steel plate, and three L-shaped ribbed stiffener 2 horizontal parallel are arranged uniformly at intervals, L
Shape ribbed stiffener 2 one end is welded on shear wall steel plate 1 inwall, corresponding two pieces of L-shaped ribbed stiffener 2 other ends of two blocks of shear wall steel plates 1
Make-up drawknot is simultaneously strained by cavity inner concrete 4 expansive force.
Embodiment 2
As shown in figure 3, embodiment 2 is to be connected shape by the single combined concrete shear wall of embodiment 1 and a square tube 5
Become in-line wall, end steel plate 3 outer face of single combined concrete shear wall one end is connected formation in-line wall with square tube 5.
Embodiment 3
As shown in figure 4, embodiment 3 is to be connected shape by the combined concrete shear wall of two embodiments 1 and a square tube 5
L-shaped wall, end steel plate 3 outer face of two combined concrete shear wall one end is connected respectively to two sides adjacent of square tube 5
Face connects formation L-type wall.
Embodiment 4
As shown in figure 5, embodiment 4 is to be connected shape by the combined concrete shear wall of three embodiments 1 and a square tube 5
Become T-shaped wall, end steel plate 3 outer face of three combined concrete shear wall one end is connected respectively to three sides adjacent of square tube 5
Face connects the T-shaped wall of formation.
Embodiment 5
As shown in fig. 6, embodiment 5 is to be connected shape by the combined concrete shear wall of four embodiments 1 and a square tube 5
Become cross wall, end steel plate 3 outer face of four combined concrete shear wall one end is connected respectively to four sides of square tube 5
Connect and form cross wall.
Embodiment 6
As shown in fig. 7, embodiment 6 be by the combined concrete shear wall of three embodiments 1 and two square tubes 5 combined enter
Row connects the Z-shaped wall of formation.
Embodiment 7
As shown in figure 8, embodiment 7 be by the combined concrete shear wall of three embodiments 1 and two square tubes 5 combined enter
Row connects formation C-shaped wall.
From embodiment, the utility model construction can continue the advantage of other steel plate concrete combining structure shear walls,
Solve simultaneously shear wall length limited by modulus, single-sided welding deformation big, internal ribbed stiffener welding difficulty the problems such as, more
Facilitate the design of structural elements, the processing and fabricating of component, material-saving.Simultaneously because can be arranged according to shear wall steel plate thickness
The thickness of L-shaped ribbed stiffener and spacing, so that steel plate thickness is no longer influenced by limiting, facilitate component to select.
Claims (9)
1. a kind of construction of multi-cavity L-shaped rib double steel plate combined concrete shear wall it is characterised in that：Including two blocks of shear wall steel plates
(1), end steel plate (3) and L-shaped ribbed stiffener (2), two pieces of shear wall steel plates (1) face and are arranged in parallel, two blocks of shear wall steel plates
(1) all connected by end steel plate (3) between two ends, two pieces of end steel plates (3) and two pieces of shear wall steel plates (1) are surrounded and formed
Rectangular cavity structure, two in cavity piece shear wall steel plate (1) inwall is equipped with multiple L-shaped ribbed stiffeners (2), the L on both sides
Shape ribbed stiffener (2) make-up drawknot, casting concrete (4) in cavity, it is consequently formed single described combined concrete shear wall.
2. the construction of a kind of multi-cavity L-shaped rib double steel plate combined concrete shear wall according to claim 1, its feature exists
In：Described multiple L-shaped ribbed stiffener (2) horizontal parallel arrange, L-shaped ribbed stiffener (2) one end is welded on shear wall steel uniformly at intervals
Plate (1) inwall, corresponding two pieces of L-shaped ribbed stiffener (2) other end make-up drawknots of two pieces of shear wall steel plates (1).
3. the construction of a kind of multi-cavity L-shaped rib double steel plate combined concrete shear wall according to claim 1, its feature exists
In：Described L-shaped ribbed stiffener (2) is formed by welding by two panels steel plate.
4. the construction of a kind of multi-cavity L-shaped rib double steel plate combined concrete shear wall according to claim 1, its feature exists
In：Described L-shaped ribbed stiffener (2) is formed by one piece of steel plate cold bending.
5. the construction of a kind of multi-cavity L-shaped rib double steel plate combined concrete shear wall according to claim 1, its feature exists
In：Single described combined concrete shear wall and square tube (5) are connected formation in-line wall.
6. the construction of a kind of multi-cavity L-shaped rib double steel plate combined concrete shear wall according to claim 1, its feature exists
In：Two described combined concrete shear walls and square tube (5) are connected formation L-type wall.
7. the construction of a kind of multi-cavity L-shaped rib double steel plate combined concrete shear wall according to claim 1, its feature exists
In：Three described combined concrete shear walls and square tube (5) are connected the T-shaped wall of formation.
8. the construction of a kind of multi-cavity L-shaped rib double steel plate combined concrete shear wall according to claim 1, its feature exists
In：Four described combined concrete shear walls and square tube (5) are connected the cross wall of formation.
9. the construction of a kind of multi-cavity L-shaped rib double steel plate combined concrete shear wall according to claim 1, its feature exists
In：Three described combined concrete shear walls and two square tubes (5) are combined is attached forming Z-shaped wall or C-shaped wall.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201620908492.9U CN205935301U (en) | 2016-08-19 | 2016-08-19 | Multicavity L shape rib double steel plates concrete compound shear wall's structure |
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| CN201620908492.9U CN205935301U (en) | 2016-08-19 | 2016-08-19 | Multicavity L shape rib double steel plates concrete compound shear wall's structure |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108316523A (en) * | 2018-03-23 | 2018-07-24 | 广东省建筑科学研究院集团股份有限公司 | A kind of prefabricated steel compound shear wall of band plate button |
| CN109930701A (en) * | 2019-04-03 | 2019-06-25 | 浙江越宫钢结构有限公司 | A kind of aluminium alloy shear wall slab unit and building structural element |
| CN110359581A (en) * | 2019-04-03 | 2019-10-22 | 浙江越宫钢结构有限公司 | Aluminium alloy shear wall and prefabricated components and building concentration |
| CN115419192A (en) * | 2022-10-14 | 2022-12-02 | 苏州科技大学 | Closed profiled steel sheet-concrete combined energy dissipation shear wall |
-
2016
- 2016-08-19 CN CN201620908492.9U patent/CN205935301U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108316523A (en) * | 2018-03-23 | 2018-07-24 | 广东省建筑科学研究院集团股份有限公司 | A kind of prefabricated steel compound shear wall of band plate button |
| CN109930701A (en) * | 2019-04-03 | 2019-06-25 | 浙江越宫钢结构有限公司 | A kind of aluminium alloy shear wall slab unit and building structural element |
| CN110359581A (en) * | 2019-04-03 | 2019-10-22 | 浙江越宫钢结构有限公司 | Aluminium alloy shear wall and prefabricated components and building concentration |
| CN110359581B (en) * | 2019-04-03 | 2024-04-12 | 浙江越宫钢结构有限公司 | Aluminum alloy shear wall, prefabricated component and building monomer |
| CN115419192A (en) * | 2022-10-14 | 2022-12-02 | 苏州科技大学 | Closed profiled steel sheet-concrete combined energy dissipation shear wall |
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| CP01 | Change in the name or title of a patent holder |
Address after: 317 room 22, building 2, Huafeng Road, Xiacheng District, Hangzhou, Zhejiang, 310022 Patentee after: Hangzhou Timoshenko architectural design firm Limited Address before: 317 room 22, building 2, Huafeng Road, Xiacheng District, Hangzhou, Zhejiang, 310022 Patentee before: Hangzhou hophornbeam Xin Ke structural steel design Co., Ltd |
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| CP01 | Change in the name or title of a patent holder |