CN206289801U - Interior filling concrete thin-wall type load-bearing combined steel plate wall with docking facilities - Google Patents
Interior filling concrete thin-wall type load-bearing combined steel plate wall with docking facilities Download PDFInfo
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- CN206289801U CN206289801U CN201621217387.7U CN201621217387U CN206289801U CN 206289801 U CN206289801 U CN 206289801U CN 201621217387 U CN201621217387 U CN 201621217387U CN 206289801 U CN206289801 U CN 206289801U
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- wall
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- square hole
- docking
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Abstract
The utility model is related to the wall field constituted with relatively thin component, specially a kind of interior filling concrete thin-wall type load-bearing combined steel plate wall with docking facilities.A kind of interior filling concrete thin-wall type load-bearing combined steel plate wall with docking facilities, including at least two sections frame unit (1), it is characterized in that：Also include at least two secondary docking facilities (2), include two docking posts (3) per pair docking facilities (2), all inserted afterwards relatively with panel (32) per pair docking facilities (2) in a square hole (11) of frame unit (1)；Adjacent frame unit (1) is all ridden in two adjacent frame units (1) after split with the openend split aligned with each other of square hole (11) per secondary docking post (3)；Square hole (11) interior concrete perfusion (13).The utility model simple structure, it is easy to assemble, efficiency of construction is high.
Description
Technical field
The utility model is related to the wall field constituted with relatively thin component, specially a kind of interior filling coagulation with docking facilities
Native thin wall type load-bearing combined steel plate wall.
Background technology
The steel plate shear force wall that we often say, is commonly referred to as the mixed structure form of the embedded steel plate of reinforced concrete wall,
This kind of steel plate wall makes simple, connects easy for installation, is usually embedded framework and participates in anti-lateral displacement, can be considered as filling the category of wall.
Steel plate combined shear wall is a kind of new steel plate shear wall structure, its wall it is general by encased steel plate, interior fill out mixed
Solidifying soil and connecting structure composition.Internally before non-casting concrete, encased steel plate can be used as independent bearing unit for this kind of steel plate wall
（Similar to wall column）, it is separately installed, the frame structure system of stabilization is formed after being connected with girder steel.Because it has lightweight, fast
The features such as quick-mounting is matched somebody with somebody, in recent years, start to be applied in some projects.
Steel plate combined shear wall can be divided into newel post and wall body steel plate by function, because wall body is general more long, if wall body steel plate
It is relatively thin, then plane instability is also easy to produce, moderate finite deformation can also occur after concreting.So steel plate can typically be thickeied,
Or reinforced using connectors such as split bolt, pegs simultaneously.Though wall body rigidity is so solved the problems, such as, due to wall body
Encased steel plate is independently installed, increased field erected difficulty, while so also result in the waste of material, increased cost.
Utility model content
In order to overcome the defect of prior art, there is provided a kind of simple structure, be easily assembled, the thin-wall that efficiency of construction is high,
The utility model discloses a kind of interior filling concrete thin-wall type load-bearing combined steel plate wall with docking facilities.
The utility model reaches goal of the invention by following technical solution：
A kind of interior filling concrete thin-wall type load-bearing combined steel plate wall with docking facilities, including at least two section framework lists
Unit, each frame unit is arranged in order at least two square holes with single, and the side wall between adjacent square hole forms spacer ribs, its
It is characterized in：Also include at least two secondary docking facilities,
Include two docking posts per pair docking facilities, docking post is vertically fixed on the middle part structure of panel by the inner of base plate
Into the cross section for docking post is T-shaped, is all inserted afterwards relatively with panel per pair docking facilities in a square hole of frame unit, is inserted
The outer end of base plate is propped up the madial wall of square hole after entering, and the top of docking post is stretched out the top of frame unit；
Adjacent frame unit is all ridden in two after split with the split aligned with each other of the openend of square hole per secondary docking post
In adjacent frame unit；
Concrete perfusion in square hole.
The described interior filling concrete thin-wall type load-bearing combined steel plate wall with docking facilities, it is characterized in that：Each framework
Unit is located at each secondary docking facilities of insertion one in the square hole at two ends, and remaining docking facilities is located at the square hole in the middle of frame unit
It is interior.
The described interior filling concrete thin-wall type load-bearing combined steel plate wall with docking facilities, it is characterized in that：The wall of square hole
The thickness of the thick, thickness of base plate and panel is all 10mm~50mm.
When the utility model is used, frame unit and docking facilities are all made in factory of steel plate, at the construction field (site) will
Adjacent frame unit is all ridden in two adjacent frames after split with the split aligned with each other of the openend of square hole per secondary docking post
In frame unit, then adjacent frame unit is welded into a whole, that is, completes building for steel plate wall.
The utility model has the advantages that：
1. can be made in factory, one-shot forming, scene only needs to carry out lifting docking, it is easy to assembles, reduces live peace
Loading amount, improves efficiency of construction；
2. compared with conventional steel plates compound shear wall and its connection, the steel for being used are thinner, and weight is lighter, save
Steel, are conducive to the lightweight of building, it is contemplated that issuable error in processing and installation process, are conducive to live steel plate wall
Docking, make it is upper and lower section steel plate wall dock it is simpler；
3. conventional combination steel plate wall is, it is necessary to reserved fabrication hole welding, employs interior filling concrete thin-wall type load-bearing combination steel
Board wall docking facilities, greatly reduce the welding capacity at scene, accelerate speed of application.
4. be conducive to the popularization of steel plate combined shear wall and use.
Brief description of the drawings
Fig. 1 is front view of the present utility model；
Fig. 2 is the A-A of Fig. 1 to sectional view.
Specific embodiment
The utility model is further illustrated below by way of specific embodiment.
Embodiment 1
A kind of interior filling concrete thin-wall type load-bearing combined steel plate wall with docking facilities, including at least two section frame units
1 and at least two secondary docking facilities 2, as depicted in figs. 1 and 2, concrete structure is：
Each frame unit 1 is arranged in order at least two square holes 11 with single, the side wall shape between adjacent square hole 11
Rib 12 at interval；
Include two docking posts 3 per pair docking facilities 2, docking post 3 is vertically fixed on panel 32 by the inner of base plate 31
Middle part constitute, the cross section for docking post 3 is T-shaped, per pair docking facilities 2 all with the insertion frame unit 1 afterwards relatively of panel 32
In one square hole 11, the outer end of base plate 31 is set to prop up the madial wall of square hole 11 after insertion, and the top of docking post 3 is stretched out framework
The top of unit 1；
Adjacent frame unit 1 all ridden per secondary docking post 3 with the split aligned with each other of the openend of square hole 11, after split in
In two adjacent frame units 1；
Concrete perfusion 13 in square hole 11.
In the present embodiment：Each frame unit 1 is located at each secondary docking facilities 2 of insertion one in the square hole 11 at two ends, and remaining is right
Connection device 2 is located in the square hole 11 in the middle of frame unit 1；
In the present embodiment：The thickness of the wall thickness, the thickness of base plate 31 and panel 32 of square hole 11 is all 10mm~50mm.
When the present embodiment is used, frame unit 1 and docking facilities 2 are all made in factory of steel plate, at the construction field (site) will
With the split aligned with each other of the openend of square hole 11, every secondary docking post 3 all rides adjacent in two adjacent frame unit 1 after split
Frame unit 1 in, then adjacent frame unit 1 is welded into a whole, that is, complete steel plate wall and build, a places in Fig. 2
Lifting merogenesis position is shown as, the segmental zone line of demarcation of two adjacent sections frame unit 1 is shown as at b.
Claims (3)
1. a kind of interior filling concrete thin-wall type load-bearing combined steel plate wall with docking facilities, including at least two section frame units
(1), each frame unit (1) is arranged in order at least two square holes (11) with single, the side wall between adjacent square hole (11)
Spacer ribs (12) are formed, it is characterized in that：Also include at least two secondary docking facilities (2),
Include two docking posts (3) per pair docking facilities (2), docking post (3) is vertically fixed on face by the inner of base plate (31)
The middle part of plate (32) is constituted, and the cross section of docking post (3) is T-shaped, is all inserted afterwards relatively with panel (32) per pair docking facilities (2)
In one square hole (11) of frame unit (1), the outer end of base plate (31) is propped up the madial wall of square hole (11) after insertion, and make it is right
The top of frame unit (1) is stretched out on the top for connecing post (3)；
Adjacent frame unit (1) is all ridden after split with the openend split aligned with each other of square hole (11) per secondary docking post (3)
In two adjacent frame units (1)；
Square hole (11) interior concrete perfusion (13).
2. the interior filling concrete thin-wall type load-bearing combined steel plate wall of docking facilities is carried as claimed in claim 1, it is characterized in that：
Each frame unit (1) each secondary docking facilities (2) of insertion one in the square hole (11) at two ends, remaining docking facilities (2) are located at
In the square hole (11) in the middle of frame unit (1).
3. the interior filling concrete thin-wall type load-bearing combined steel plate wall of docking facilities, its feature are carried as claimed in claim 1 or 2
It is：The thickness of the wall thickness, the thickness of base plate (31) and panel (32) of square hole (11) is all 10mm~50mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621217387.7U CN206289801U (en) | 2016-11-11 | 2016-11-11 | Interior filling concrete thin-wall type load-bearing combined steel plate wall with docking facilities |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621217387.7U CN206289801U (en) | 2016-11-11 | 2016-11-11 | Interior filling concrete thin-wall type load-bearing combined steel plate wall with docking facilities |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206289801U true CN206289801U (en) | 2017-06-30 |
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ID=59099567
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621217387.7U Active CN206289801U (en) | 2016-11-11 | 2016-11-11 | Interior filling concrete thin-wall type load-bearing combined steel plate wall with docking facilities |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206289801U (en) |
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2016
- 2016-11-11 CN CN201621217387.7U patent/CN206289801U/en active Active
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