CN205776755U - A kind of encased steel plate multi-cavity combination type shear wall core wall structure system - Google Patents
A kind of encased steel plate multi-cavity combination type shear wall core wall structure system Download PDFInfo
- Publication number
- CN205776755U CN205776755U CN201620512547.4U CN201620512547U CN205776755U CN 205776755 U CN205776755 U CN 205776755U CN 201620512547 U CN201620512547 U CN 201620512547U CN 205776755 U CN205776755 U CN 205776755U
- Authority
- CN
- China
- Prior art keywords
- wall
- steel plate
- encased steel
- coupling beam
- wall element
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Revetment (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a kind of encased steel plate multi-cavity combination type shear wall core wall structure system, wall element and coupling beam unit, wall element includes body of wall encased steel plate, end floor and connection floor, it was reserved with slurry hole on floor connecting, end floor is reserved with multiple slurry hole excessively, it is connected by coupling beam unit between adjacent wall element and constitutes tube structure, it is perfused with concrete in body of wall cavity, wall element and coupling beam unit are all prefabricated components, unit size is readily transported and scene directly lifts combination, abandon conventional on-site formwork and assembling reinforcement has carried out the operation form of casting concrete, accelerating construction progress effectively, reduction of erection time；The wall element being made up of encased steel plate and coupling beam unit have extraordinary ductility and energy dissipation ability, and the core wall structure anti-seismic performance that a combination thereof is constituted is also significantly better than existing concrete core barrel structure.
Description
Technical field
This utility model relates to architectural engineering shear wall structure technical field, particularly to a kind of encased steel plate multi-cavity combination type shear wall core wall structure system.
Background technology
In recent years, the high-rise building of China gets more and more, and how to select that easy construction, speed is fast, the structure Lateral Resistant System of good economy performance is that a building cost controls and the key of serviceability.At present, high-rise building commonly used Frame-Shear wall system, wherein, Core Walls Structure assume responsibility for most horizontal shear and overturning moment, is first anti-vibration defense lines, conventional concrete core cylinder makes bottom thickness of wall body the biggest due to the accumulative of weight, overall weight can account for more than the 50% of structure, can cause the increase that construction weight is bigger, cause geological process to increase, therefore, Core Walls Structure needs the requirement configuring more shaped steel and reinforcing bar to meet ductility.
During the construction of existing concrete Core Walls Structure, needing on-the-spot formwork, pre-buried shaped steel, assembling reinforcement, casting concrete, construct loaded down with trivial details, the construction period is long, and the quality of construction is difficult to ensure, the easy shrinkage cracking of long wall.Present stage is due on the low side for on-the-spot workman's total quality more developed country, engineering management also exists more problem, use quality control in Materials with High Strength (concrete and steel construction) construction to be difficult to ensure that, limit the promotion and application of building trade Materials with High Strength.
Utility model content
The encased steel plate multi-cavity combination type shear wall core wall structure system that technical problem to be solved in the utility model is to provide a kind of easy construction, shock resistance is strong.
By solving the technical scheme that above-mentioned technical problem is used: a kind of encased steel plate multi-cavity combination type shear wall core wall structure system, including wall element and coupling beam unit, described wall element includes enclosing the body of wall encased steel plate constituting body of wall cavity, it is located at the end floor of body of wall encased steel plate end, and it is located at body of wall encased steel plate end and the connection floor being connected with end floor, be reserved with confession filling concrete on described connection floor crosses slurry hole, on the floor of described end, interval is reserved with and crosses slurry hole for the multiple of filling concrete, it is connected by coupling beam unit between adjacent described wall element and constitutes tube structure, it is perfused with concrete in described body of wall cavity.
Further, use welding or bolt to be connected between described wall element with coupling beam unit and be connected to form one.
Further, being provided with floor in described body of wall encased steel plate, on described floor, also interval is reserved with and crosses slurry hole for the multiple of filling concrete circulation.
Further, described body of wall encased steel plate and coupling beam encased steel plate inwall are welded with peg.
Further, the length of described wall element is generally less than 4m.
Further, described wall element includes L-type wall element, T-shaped wall element and yi word pattern wall element.
Further, described coupling beam unit includes enclosing the coupling beam encased steel plate constituting coupling beam cavity and crosses slurry hole with being located on coupling beam encased steel plate for the multiple of filling concrete, is perfused with concrete in described coupling beam cavity.Or, coupling beam unit is made up of H profile steel.
Compared with prior art, beneficial effects of the present invention:
1, easy construction, wall element and coupling beam unit are all prefabricated components, unit size is readily transported and scene directly lifts combination, form Reperfu-sion concrete after integrative-structure, abandon conventional on-site formwork and assembling reinforcement has carried out the operation form of casting concrete, accelerating construction progress effectively, the reduction of erection time.
2, shock resistance is strong, and the wall element being made up of encased steel plate and coupling beam unit have extraordinary ductility and energy dissipation ability, and the core wall structure anti-seismic performance that a combination thereof is constituted is also significantly better than existing concrete core barrel structure.Additionally, can irrigate strong concrete in wall element and coupling beam unit, thus reducing thickness of wall body and weight accordingly, geological process also can reduce.
Accompanying drawing explanation
With embodiment, this utility model is described further below in conjunction with the accompanying drawings；
Fig. 1 is that in this utility model embodiment, wall element is the structural representation of L-type wall element；
Fig. 2 is that in this utility model embodiment, wall element is the structural representation of T-shaped wall element；
Fig. 3 is that in this utility model embodiment, wall element is the structural representation of yi word pattern wall element；
Fig. 4 is the structural representation that in this utility model embodiment, wall element is connected with coupling beam unit；
Fig. 5 is the cross-sectional view of A-A in Fig. 4；
Fig. 6 is the cross-sectional view of B-B in Fig. 4；
Fig. 7 is the cross-sectional view of C-C in Fig. 4；
The cross-sectional view of A-A in Fig. 4 when Fig. 8 is that in utility model embodiment, coupling beam unit is H profile steel；
The cross-sectional view of B-B in Fig. 4 when Fig. 9 is that in utility model embodiment, coupling beam unit is H profile steel；
Figure 10 is the part plan schematic diagram of this utility model embodiment；
Figure 11 is the part elevation schematic diagram of this utility model embodiment.
Detailed description of the invention
Referring to figs. 1 through Figure 11, this utility model one encased steel plate multi-cavity combination type shear wall core wall structure system, including wall element 10 and coupling beam unit 20, wall element 10 includes enclosing the body of wall encased steel plate 12 constituting body of wall cavity 11, it is located at the end floor 13 of body of wall encased steel plate 12 end, and it is located at body of wall encased steel plate 12 end and the connection floor 14 being connected with end floor 13, be reserved with confession filling concrete on connection floor 14 crosses slurry hole 15, on end floor 13, interval is reserved with and crosses slurry hole 15 for the multiple of filling concrete, it is connected by coupling beam unit 20 between adjacent wall element 10 and constitutes tube structure, body of wall encased steel plate 12 and coupling beam encased steel plate 22 inwall are welded with peg, it is perfused with concrete in body of wall cavity 11.
Wall element 10 is by three kinds of versions, it is respectively T-shaped wall element, L-type wall element and yi word pattern wall element, L-type wall element, yi word pattern wall element and coupling beam unit 20 permutation and combination connect and compose rectangular core cylinder as shown in Figure 7, wall element 10 and coupling beam unit 20 are all prefabricated components, customize in advance in factory, then transport to job site, on-site hoisting combination forms core wall structure, welding or bolt can be used between wall element 10 with coupling beam unit 20 to be connected, assemble and in body of wall cavity 11, irrigating high-strength concrete after forming integrative-structure.
Wherein, in body of wall encased steel plate 12, it is additionally provided with floor 17, in order to improve body of wall encased steel plate 12 intensity, prevents body of wall encased steel plate 12 cripling, improve the stress performance of integral wall unit 10.Wherein, floor 17 is identical with the structure of end floor 13, and on floor 17, also interval is reserved with and crosses slurry hole 15 for the multiple of concrete slurry circulation.
As preferably, the Design of length of wall element 10 is generally less than 4m, to facilitate transport and on-site hoisting.
Wherein, coupling beam unit 20 includes enclosing the coupling beam encased steel plate 22 constituting coupling beam cavity 21 and being located on coupling beam encased steel plate 22 the multiple fill orifices 23 for filling concrete, coupling beam unit 20 uses and wall element 10 similar structures, assemble after forming integrative-structure between wall element 10 and coupling beam unit 20, in coupling beam cavity 21, also irrigate high-strength concrete.Certainly, coupling beam unit 20 also can use other coupling beam structures, constitutes coupling beam unit 20 for example with H profile steel 24.
Above in conjunction with accompanying drawing, embodiment of the present utility model is explained in detail, but this utility model is not limited to above-mentioned embodiment, in the ken that described technical field those of ordinary skill is possessed, it is also possible on the premise of without departing from this utility model objective, various changes can be made.
Claims (7)
1. an encased steel plate multi-cavity combination type shear wall core wall structure system, it is characterized in that: include wall element and coupling beam unit, described wall element includes enclosing the body of wall encased steel plate constituting body of wall cavity, it is located at the end floor of body of wall encased steel plate end, and it is located at body of wall encased steel plate end and the connection floor being connected with end floor, be reserved with confession filling concrete on described connection floor crosses slurry hole, on the floor of described end, interval is reserved with and crosses slurry hole for the multiple of filling concrete, it is connected by coupling beam unit between adjacent described wall element and constitutes tube structure, it is perfused with concrete in described body of wall cavity.
Encased steel plate multi-cavity combination type shear wall core wall structure system the most according to claim 1, it is characterised in that: use welding or bolt to be connected between described wall element with coupling beam unit and be connected to form one.
Encased steel plate multi-cavity combination type shear wall core wall structure system the most according to claim 1, it is characterised in that: being provided with floor in described body of wall encased steel plate, on described floor, also interval is reserved with and crosses slurry hole for the multiple of filling concrete circulation.
Encased steel plate multi-cavity combination type shear wall core wall structure system the most according to claim 1, it is characterised in that: on described body of wall encased steel plate and coupling beam encased steel plate inwall, it is welded with peg.
Encased steel plate multi-cavity combination type shear wall core wall structure system the most according to claim 1, it is characterised in that: described wall element includes L-type wall element, T-shaped wall element and yi word pattern wall element.
Encased steel plate multi-cavity combination type shear wall core wall structure system the most according to claim 1, it is characterized in that: described coupling beam unit includes enclosing the coupling beam encased steel plate constituting coupling beam cavity and crosses slurry hole with being located on coupling beam encased steel plate for the multiple of filling concrete, is perfused with concrete in described coupling beam cavity.
Encased steel plate multi-cavity combination type shear wall core wall structure system the most according to claim 1, it is characterised in that: described coupling beam unit is made up of H profile steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620512547.4U CN205776755U (en) | 2016-05-30 | 2016-05-30 | A kind of encased steel plate multi-cavity combination type shear wall core wall structure system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620512547.4U CN205776755U (en) | 2016-05-30 | 2016-05-30 | A kind of encased steel plate multi-cavity combination type shear wall core wall structure system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205776755U true CN205776755U (en) | 2016-12-07 |
Family
ID=58139283
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620512547.4U Expired - Fee Related CN205776755U (en) | 2016-05-30 | 2016-05-30 | A kind of encased steel plate multi-cavity combination type shear wall core wall structure system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205776755U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108532961A (en) * | 2018-03-19 | 2018-09-14 | 广州容柏生建筑工程设计咨询有限公司 | A kind of construction method of Super High frame-tube structure |
| CN108560718A (en) * | 2018-03-19 | 2018-09-21 | 广州容柏生建筑工程设计咨询有限公司 | A kind of Core Walls Structure system and preparation method thereof of new steel plate compound shear wall composition |
| CN109162358A (en) * | 2018-09-06 | 2019-01-08 | 广东省建筑设计研究院 | A kind of full Baogang's frame-core tube-Special-Shaped Column architectural structure system of assembled |
| CN109707050A (en) * | 2019-02-27 | 2019-05-03 | 中建钢构有限公司 | The flat column combination structure of discrete type width and its construction method |
-
2016
- 2016-05-30 CN CN201620512547.4U patent/CN205776755U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108532961A (en) * | 2018-03-19 | 2018-09-14 | 广州容柏生建筑工程设计咨询有限公司 | A kind of construction method of Super High frame-tube structure |
| CN108560718A (en) * | 2018-03-19 | 2018-09-21 | 广州容柏生建筑工程设计咨询有限公司 | A kind of Core Walls Structure system and preparation method thereof of new steel plate compound shear wall composition |
| CN109162358A (en) * | 2018-09-06 | 2019-01-08 | 广东省建筑设计研究院 | A kind of full Baogang's frame-core tube-Special-Shaped Column architectural structure system of assembled |
| CN109707050A (en) * | 2019-02-27 | 2019-05-03 | 中建钢构有限公司 | The flat column combination structure of discrete type width and its construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205776755U (en) | A kind of encased steel plate multi-cavity combination type shear wall core wall structure system | |
| CN207003652U (en) | A kind of compound concrete-filled tubular column and steel tube concrete beam composite frame structure | |
| CN105133793B (en) | The huge post of multi-cavity tube-in-tube armored concrete and construction method of space constraint | |
| CN202831402U (en) | Concrete filled steel tubular column with inner-connected circular pipe and outer-sleeved concrete filled steel tube | |
| CN107227822A (en) | Building post and its construction technology that a kind of steel pipe is combined with batten plate | |
| CN108487453B (en) | Connecting structure and connecting method for steel tube concrete column and reinforced concrete beam | |
| CN105971160A (en) | Method for preventing 3D printing reinforced masonry shear wall being unshelled | |
| CN108316477A (en) | Band steel pipe concrete column and section steel beam interior joint connection structure and construction method | |
| CN209907608U (en) | Assembled shear force wall connected node | |
| CN108412122A (en) | Double web H shaped steel and its connecting node with concrete prefabricated board | |
| CN107090909A (en) | A kind of concrete frame bean column node steel pipe bundle reinforcing sleeve and its assembly method | |
| CN109208825A (en) | A kind of assembled arthitecutral structure convenient for docking and being in the milk | |
| CN207700527U (en) | A kind of building column that steel pipe is combined with batten plate | |
| CN207211366U (en) | The attachment structure of prefabricated beam column | |
| CN106245769A (en) | A kind of structure of profile steel concrete column beam column universal nodes | |
| CN109372109A (en) | A kind of assembled beam-column connecting node | |
| CN206396892U (en) | Building block and building structure | |
| CN108978996B (en) | Outrigger added in existing brick-concrete structure and construction method thereof | |
| CN209114733U (en) | A kind of assembled arthitecutral structure convenient for docking and being in the milk | |
| CN108560718A (en) | A kind of Core Walls Structure system and preparation method thereof of new steel plate compound shear wall composition | |
| CN206599881U (en) | Integral prefabricated individual layer steel plate concrete combined shear wall | |
| CN211396722U (en) | Shoulder beam type reinforcing structure | |
| CN210086647U (en) | Composite concrete superposed beam | |
| CN209082827U (en) | Pin-connected panel multi-cavity steel tube concrete column | |
| CN209369028U (en) | A kind of assembled beam-column connecting node |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161207 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |