CN208088577U - A kind of day box compound shear wall of shaped steel - Google Patents
A kind of day box compound shear wall of shaped steel Download PDFInfo
- Publication number
- CN208088577U CN208088577U CN201820277420.8U CN201820277420U CN208088577U CN 208088577 U CN208088577 U CN 208088577U CN 201820277420 U CN201820277420 U CN 201820277420U CN 208088577 U CN208088577 U CN 208088577U
- Authority
- CN
- China
- Prior art keywords
- steel
- shear wall
- case
- steel case
- junction
- 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.)
- Active
Links
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
The utility model discloses a kind of day box compound shear walls of shaped steel, including steel pipe skeleton, steel pipe skeleton includes the identical steel case of multiple structures, multiple steel casees interval is arranged, the junction steel plate of the identical linear type of structure between adjacent steel case by a pair of parallel setting is connected, the steel case is the stud steel case of accumbency, it is made of two square babinets, the length of steel case long side is 2 times of the length of short side, the equal length of the length and steel case short side of the junction steel plate, the steel pipe skeleton constituted after steel case and junction steel plate welding is the enclosed construction with multiple inner cavities, the section of each inner cavity is square, intracavitary has poured concrete in each, constitute entire compound shear wall.The shear wall steel using amount economy, quick construction can give full play to concrete and the respective advantage of steel construction.
Description
Technical field
The utility model belongs to a kind of assembled combined structure system, in particular to a kind of day shaped steel case in civil engineering
Formula compound shear wall, the combining form can be used in common skyscraper, be particularly suitable in assembled-type house and apartment.
Background technology
Traditional house building technology low production efficiency, speed of application is slow, the construction period is long, high material consumption and worker's labor
Fatigue resistance is big, a series of this situation has not adapted to rigid demand of the modern society to house.And assembled architecture is with following
Feature：1. design diversification, can be designed according to housing need；2. function modernizes, a variety of energy conservation and environmental protections may be used
Equal new materials；3. manufacturing works can make building components and fittings are unified to be factory produced, by once；4. construction assembly
Change, labour can be greatly reduced, reduces waste of material；5. time optimization makes construction period obviously accelerate.Assembled architecture
Focus on protection to environment, resource, effectively reduced in work progress building sewage, pernicious gas, dust discharge and build
The pollution for building noise reduces various influences of the construction on surrounding enviroment, is conducive to the labor productivity for improving building, promotees
Into design, the fining of building, the total quality and energy-saving and emission-reduction water rate of building are promoted, promoting Building Trade in China health can hold
Supervention exhibition meets the demand of national economic development.
Assembled architecture is broadly divided into prefabricated concrete structure and assembling type steel structure, prefabricated concrete structure shearing
Wall architectural composition is flexible, can provide the preferable interior space, but since vertical member assembling quality is not easy to ensure, globality compared with
Cast-in-place structural is poor, and transport installation is easy there are the present situations restrictive condition such as problem, and popularization and application are subject to certain restrictions.Assembled steel knot
Structure assembly rate is high, energy conservation and environmental protection, but in view of the influence of cost, China at present most of high-rise residential building using reinforcing bar
Concrete shear wall structure form, and corrode and prevent fires and also constrain the popularization of steel house.
If steel construction and the effective structure of concrete structure got up, a kind of novel fabricated lateral resistant member is studied,
Concrete and the respective advantage of steel construction are given full play to, is a good solution party for the disadvantage in current structural system
Case.
Utility model content
The purpose of this utility model is to provide a kind of day box compound shear wall of shaped steel, the shear wall steel using amount economy, system
Make simply, quick construction can give full play to concrete and the respective advantage of steel construction.
The above-mentioned purpose of the utility model is achieved through the following technical solutions：A kind of day box compound shear wall of shaped steel,
It is characterized in that：The shear wall includes steel pipe skeleton, and steel pipe skeleton includes the identical steel case of multiple structures, and multiple steel casees interval is set
It sets, the junction steel plate of the identical linear type of structure between adjacent steel case by a pair of parallel setting is connected, the steel case
It for the stud steel case of accumbency, is made of two square babinets, the length of steel case long side is 2 times of the length of short side, institute
State the equal length of the length and steel case short side of junction steel plate, the steel pipe skeleton constituted after steel case and junction steel plate welding be with
The section of the enclosed construction of multiple inner cavities, each inner cavity is square, and each interior intracavitary has poured concrete, constitutes entire
Compound shear wall.
The compound shear wall of the utility model can solve the problem in current prefabricated concrete structure and steel construction,
By the way that the steel case welding of " day " type is combined into rectangle steel case and internal fill concrete composition vertical member stress system, " day "
The steel case of type can realize that repetition is assembled, and the concrete that the steel case of " day " type can be filled internally is constrained.Box group of this day shaped steel
Combination shearing wall can give full play to concrete and steel construction advantage and the superior vertical member stress system of stress performance.
The thickness of the steel case is 4mm~8mm.
The steel case is connected with the strong groove welding such as junction steel plate use.
Various structures may be used in the shear wall of the utility model, and corresponding steel pipe skeleton and sealing plate are also different.
Structure one：The shear wall is "-" type wall, and the steel pipe skeleton constituted after steel case and junction steel plate welding is a word
Type skeleton.
Structure two：The shear wall is L-type wall, and the steel pipe skeleton constituted after steel case and junction steel plate welding is L-type skeleton.
Structure three：The shear wall is T-type wall, and the steel pipe skeleton constituted after steel case and junction steel plate welding is T-type skeleton.
By " day " type rectangle steel case compound shear wall of above-mentioned design, can get a desired effect, especially suitable for house
Building and apratment building.
Compared with prior art, the utility model has the following advantages that：
(1) the compound shear wall structural elements of the utility model is not only used as vertical supporting member, but also as lateral resistant member.
Compound shear wall structure tension performance is excellent, and wall section size is smaller, and then improves the utilization rate of space, mitigates structure
Dead weight reduces earthquake sheet.
(2) the compound shear wall structural elements of the utility model can be good in factory process, in-site pouring concrete and a small amount of
Weld seam operation, relative to assembly concrete structure, speed of production is fast, convenient transportation, construction is simple, and construction quality is protected
Card, it is a large amount of to save manually.
(3) the utility model relative to remaining compound wall structure, rectangular steel pipe cooperates with concrete, compound action
Reliably, overall structure resistance to compression, bending resistance and shear-carrying capacity are high.
Description of the drawings
The utility model is described in further details in the following with reference to the drawings and specific embodiments.
Fig. 1 is the overall structure figure of the utility model day box compound shear wall embodiment of shaped steel one；
Fig. 2 is the structural schematic diagram of steel pipe skeleton in the utility model day box compound shear wall embodiment one of shaped steel；
Fig. 3 is the structural schematic diagram of steel case in the utility model day box compound shear wall embodiment one of shaped steel；
Fig. 4 is steel case and junction steel plate welded structure in the utility model day box compound shear wall embodiment one of shaped steel
Schematic diagram；
Fig. 5 is the overall structure figure of the utility model day box compound shear wall embodiment of shaped steel two；
Fig. 6 is the structural schematic diagram of steel pipe skeleton in the utility model day box compound shear wall embodiment two of shaped steel；
Fig. 7 is the overall structure figure of the utility model day box compound shear wall embodiment of shaped steel three；
Fig. 8 is the structural schematic diagram of steel pipe skeleton in the utility model day box compound shear wall embodiment three of shaped steel.
Reference sign：
1-steel case, 2-concrete, 3-junction steel plates.
Specific implementation mode
Embodiment one
The utility model day, the embodiment one of the box compound shear wall of shaped steel was as shown in Figures 1 to 4, which includes steel
Cannon born frame, steel pipe skeleton include the identical steel case 1 of multiple structures, the setting of multiple intervals of steel case 1, are passed through between adjacent steel case 1
The junction steel plate 3 of the identical linear type of structure of a pair of parallel setting is connected, and steel case 1 is the stud steel case of accumbency, by two
The babinet of a square forms, and the length of 1 long side of steel case is 2 times of the length of short side, and the length and steel case 1 of junction steel plate 3 are short
The steel pipe skeleton that the equal length on side, steel case 1 and junction steel plate 3 are constituted after welding is the enclosed construction with multiple inner cavities, often
The section of a inner cavity is square, and each interior intracavitary has poured concrete 2, constitutes entire compound shear wall.
In the present embodiment, the thickness of steel case 1 is 6mm, and the thickness of the steel case 1 determines its thickness according to requirement is calculated, usually
The value within the scope of 4mm~8mm is mainly used for undertaking fill concrete in horizontal loads and constraint.Steel case 1 and connection steel
The strong groove welding such as the use of plate 3 is connected.2 intensity of concrete forms prefabricated steel pipe combination with remaining component and cuts according to determination is calculated
Power wall system.
In the present embodiment, shear wall is "-" type wall, and the steel pipe skeleton that steel case 1 and junction steel plate 3 are constituted after welding is one
Font skeleton.
In the present embodiment, shear wall is "-" type wall, and sealing plate is that there are two isometric right angles for the tool that is arranged in wall end position
The equilateral L-shaped end plate 3 on side, the equal length of the length of side of L-shaped end plate 3 and a right-angle side of steel folded plate 1, L-shaped end plate 3 with it is adjacent
Steel folded plate 1 using etc. strong groove welding be connected.
Embodiment two
The utility model day the box compound shear wall of shaped steel embodiment two as shown in Figure 5 to Figure 6 and embodiment one is different
, in the present embodiment, shear wall is L-type wall, and the steel pipe skeleton that steel case 1 and junction steel plate 3 are constituted after welding is L-type skeleton.
Embodiment three
The utility model day the box compound shear wall of shaped steel embodiment three is as shown in Fig. 7 to Fig. 8 and embodiment one is different
, in the present embodiment, shear wall is T-type wall, and the steel pipe skeleton that steel case 1 and junction steel plate 3 are constituted after welding is T-type skeleton.
Above-described embodiment of the utility model is not the restriction to scope of protection of the utility model, the reality of the utility model
It is without being limited thereto to apply mode, all this kind the above according to the present utility model, according to the ordinary technical knowledge of this field and used
With means, under the premise of not departing from the utility model above-mentioned basic fundamental thought, the utility model above structure is made its
The modification, replacement or change of its diversified forms, shall fall within the scope of the present invention.
Claims (6)
1. a kind of day box compound shear wall of shaped steel, it is characterised in that：The shear wall includes steel pipe skeleton, and steel pipe skeleton includes
The identical steel case (1) of multiple structures, the setting of multiple steel casees (1) intervals pass through a pair of parallel setting between adjacent steel case (1)
The junction steel plate (3) of the identical linear type of structure is connected, and the steel case (1) is the stud steel case of accumbency, by two pros
The babinet of shape forms, and the length of steel case (1) long side is 2 times of the length of short side, length and the steel case of the junction steel plate (3)
(1) steel pipe skeleton constituted after the equal length of short side, steel case (1) and junction steel plate (3) welding is the envelope with multiple inner cavities
Structure is closed, the section of each inner cavity is square, and each interior intracavitary has poured concrete (2), constitutes entire combination and cuts
Power wall.
2. the according to claim 1 day box compound shear wall of shaped steel, it is characterised in that：The thickness of the steel case (1) is
4mm~8mm.
3. the according to claim 1 day box compound shear wall of shaped steel, it is characterised in that：The steel case (1) and connection steel
The strong groove welding such as plate (3) use is connected.
4. the according to any one of claims 1 to 3 day box compound shear wall of shaped steel, it is characterised in that：The shear wall
For "-" type wall, the steel pipe skeleton constituted after steel case (1) and junction steel plate (3) welding is "-" type skeleton.
5. the according to any one of claims 1 to 3 day box compound shear wall of shaped steel, it is characterised in that：The shear wall
For L-type wall, the steel pipe skeleton constituted after steel case (1) and junction steel plate (3) welding is L-type skeleton.
6. the according to any one of claims 1 to 3 day box compound shear wall of shaped steel, it is characterised in that：The shear wall
For T-type wall, the steel pipe skeleton constituted after steel case (1) and junction steel plate (3) welding is T-type skeleton.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820277420.8U CN208088577U (en) | 2018-02-26 | 2018-02-26 | A kind of day box compound shear wall of shaped steel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820277420.8U CN208088577U (en) | 2018-02-26 | 2018-02-26 | A kind of day box compound shear wall of shaped steel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208088577U true CN208088577U (en) | 2018-11-13 |
Family
ID=64061381
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820277420.8U Active CN208088577U (en) | 2018-02-26 | 2018-02-26 | A kind of day box compound shear wall of shaped steel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208088577U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112112269A (en) * | 2020-10-11 | 2020-12-22 | 沁阳市永衡科技有限公司 | Section steel with section shaped like Chinese character' ri |
| CN113202210A (en) * | 2021-05-11 | 2021-08-03 | 陕西省建筑设计研究院(集团)有限公司 | Assembled slant steel sheet net piece cast in situ concrete shear force wall |
-
2018
- 2018-02-26 CN CN201820277420.8U patent/CN208088577U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112112269A (en) * | 2020-10-11 | 2020-12-22 | 沁阳市永衡科技有限公司 | Section steel with section shaped like Chinese character' ri |
| CN113202210A (en) * | 2021-05-11 | 2021-08-03 | 陕西省建筑设计研究院(集团)有限公司 | Assembled slant steel sheet net piece cast in situ concrete shear force wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202273319U (en) | Connection node device for concrete-filled steel tube column and reinforced concrete beam | |
| CN108867939B (en) | Buckling-restrained steel plate shear wall | |
| CN208088577U (en) | A kind of day box compound shear wall of shaped steel | |
| CN205894370U (en) | Steel framework composition steel sheet shear wall structure system in steel construction house | |
| CN108277905A (en) | A kind of box compound shear wall of rectangle steel | |
| CN208088575U (en) | A kind of box compound shear wall of rectangle steel | |
| CN208088572U (en) | A kind of double a few type rectangle steel tubular type compound shear walls | |
| CN206844392U (en) | A kind of prefabricated buildings wall angle node structure based on light gauge cold-formed steel shape | |
| CN203514531U (en) | Square steel tube concrete column and steel beam node connecting structure with internal diaphragms | |
| CN208293831U (en) | A kind of prefabricated steel compound shear wall of ring plate and batten plate | |
| CN208293832U (en) | A kind of prefabricated steel compound shear wall of band plate button | |
| CN208088588U (en) | A kind of 5 box compound shear walls of font rectangle steel | |
| CN208088555U (en) | A kind of box compound shear wall of double L-shaped rectangle steel | |
| CN104060763A (en) | Z-shaped steel pipe-steel framework recycled concrete combined pillar | |
| CN208088573U (en) | A kind of double spoon type rectangle steel tubular type compound shear walls | |
| CN208088564U (en) | A kind of box compound shear wall of triangle steel | |
| CN208088568U (en) | A kind of prefabricated steel compound shear wall with groove profile batten plate | |
| CN208088576U (en) | A kind of compound shear wall based on triangle steel case | |
| CN104088399A (en) | Cross-shaped steel pipe-steel rib recycled concrete combination column | |
| CN208088569U (en) | A kind of prefabricated steel compound shear wall with bolt-type batten plate | |
| CN203514534U (en) | Steel channel web inserted type connection joint structure between steel girders and square concrete-filled steel-tubular column | |
| CN203808296U (en) | Framework-steel pipe bundle and steel plate concrete shear wall combination structure system | |
| CN206829372U (en) | A kind of prefabricated buildings steel construction based on light gauge cold-formed steel shape | |
| CN208088566U (en) | A kind of box compound shear wall of double-U-shaped rectangle steel | |
| CN208088565U (en) | A kind of box compound shear wall of p-type rectangle steel |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200120 Address after: 510500 martyrs East Road, Guangdong, Guangzhou No. 121 Patentee after: Guangdong Construction Academy Group Plc Address before: 510500 martyrs East Road, Guangdong, Guangzhou No. 121 Co-patentee before: Guangdong Architectural Design Institute of the Department of Construction Co., Ltd. Patentee before: Guangdong Construction Academy Group Plc |