CN208748898U - A kind of concrete walls cavity of truss support - Google Patents
A kind of concrete walls cavity of truss support Download PDFInfo
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- CN208748898U CN208748898U CN201821056521.9U CN201821056521U CN208748898U CN 208748898 U CN208748898 U CN 208748898U CN 201821056521 U CN201821056521 U CN 201821056521U CN 208748898 U CN208748898 U CN 208748898U
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- skeleton reinforcing
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Abstract
The utility model discloses a kind of concrete walls cavitys of truss support, concrete wall template and several steel bar girders being intervally installed including two opposite parallel interval settings, each steel bar girder includes upper skeleton reinforcing bar and lower skeleton reinforcing bar disposed in parallel and several truss splice bars for being overlapped between upper skeleton reinforcing bar and lower skeleton reinforcing bar, and the both ends of truss splice bar and upper skeleton reinforcing bar or lower skeleton reinforcing bar condensate into fixed in concrete wall template respectively.This concrete walls cavity overlaps several truss splice bars between upper skeleton reinforcing bar and lower skeleton reinforcing bar and forms steel bar girder, it is set in spaced concrete wall template respectively by the upper skeleton reinforcing bar and lower skeleton reinforcing bar that form steel bar girder, form concrete walls cavity, the reinforcing bar material of wall cavity construction can be effectively reduced in this structure as the steel bar girder of support frame, and it can preferably ensure that whole intensity, this utility model are used for construction member arts by orderly overlap joint.
Description
Technical field
The utility model relates to construction member arts, more particularly to a kind of concrete walls cavity of truss support.
Background technique
After existing ordinary reinforced concrete wall binds vertical dowel and horizontal reinforcement or stirrup at the construction field (site) first
Steel reinforcement cage is formed, then in wall section two sides support template, after-pouring concrete to concrete setting and reaches some strength requirement
Afterwards, then the template of wall surrounding is removed.The step of entire concrete wall production construction, is more, process is complicated, the construction period is long.
Traditional prefabricated reinforced concrete wall completes above-mentioned steps in factory, and completely prefabricated reinforced concrete wall is transported
It is defeated to behind construction site, then by lifting installation, transport, since the weight of lifting installation is larger, by pre- between prefabricated components
It is integral that the connection such as part is poured after embedded part, reserved jack grouting, steel bushing, concrete, connecting structure complexity, the stress of structure
Energy and globality be not good enough.
Separately there is a kind of concrete walls cavity formed in two collateral wall templates of steel reinforcement cage, such wall cavity can be by hanging
Shipment is transported to after construction site carries out concreting and forms concrete walls, but in such concrete walls cavity body structure or steel
Muscle basket structure is complicated, splicing trouble, more waste building materials；Reinforcement cage structure is simple, causes its rigidity insufficient, it has not been convenient to hang
Dress.
Utility model content
The purpose of this utility model is to provide the concrete walls cavitys of a kind of material saving and the suitable truss support of intensity.
Technical solution adopted in the utility model is:
A kind of concrete walls cavity of truss support, concrete wall template and installation including two opposite parallel interval settings
Several steel bar girders being intervally installed between two concrete wall templates, each steel bar girder include upper skeleton disposed in parallel
Reinforcing bar and lower skeleton reinforcing bar and several truss splice bars being overlapped between upper skeleton reinforcing bar and lower skeleton reinforcing bar, truss splicing
The both ends of reinforcing bar and upper skeleton reinforcing bar or lower skeleton reinforcing bar condensate into fixed in concrete wall template respectively.
It is further used as the improvement of technical solutions of the utility model, each steel bar girder includes the upper skeleton reinforcing bar being located above
Be located below upper skeleton reinforcing bar two sides setting lower skeleton reinforcing bar, connect between upper skeleton reinforcing bar and the lower skeleton reinforcing bar of two sides
It is connected to truss splice bar.
It is further used as the improvement of technical solutions of the utility model, truss splice bar is bent to form by reinforcing bar, reinforcing bar
The inflection point being bent to form is fixedly connected with upper skeleton reinforcing bar or lower skeleton reinforcing bar respectively.
It is further used as the improvement of technical solutions of the utility model, is additionally provided with several perpendicular to the perpendicular of each steel bar girder setting
To dowel, each vertical dowel is fixedly connected respectively with each upper skeleton reinforcing bar or lower skeleton reinforcing bar to form wall steel bar
Cage.
It is further used as the improvement of technical solutions of the utility model, is additionally provided with the steel for being covered in wall steel bar cage two sides respectively
Silk screen, steel wire are fixedly connected with each upper skeleton reinforcing bar or lower skeleton reinforcing bar respectively.
It is further used as the improvement of technical solutions of the utility model, each steel wire and upper skeleton reinforcing bar or lower skeleton reinforcing bar
It is separately fixed in the concrete wall template of two sides.
The utility model has the beneficial effects that the concrete walls cavity of this truss support is in upper skeleton reinforcing bar and lower skeleton reinforcing bar
Between overlap several truss splice bars and form steel bar girders, pass through the upper skeleton reinforcing bar and lower skeleton reinforcing bar point of composition steel bar girder
It is not set in spaced concrete wall template, formation concrete walls cavity, the reinforcing bar in this structure as support frame
Truss can effectively reduce the reinforcing bar material of wall cavity construction, and can preferably ensure whole intensity by orderly overlap joint.
Detailed description of the invention
The utility model is described in further detail with reference to the accompanying drawing:
Fig. 1 is the utility model embodiment overall structure top view；
Fig. 2 is the utility model embodiment overall structure diagrammatic cross-section；
Fig. 3 is the utility model embodiment overall structure side schematic view.
Specific embodiment
Between referring to Fig.1~Fig. 3, the utility model are a kind of concrete walls cavity of truss support, including two is relatively parallel
Concrete wall template 1 every setting and several steel bar girders 2 being intervally installed for being mounted between two concrete wall templates 1,
Each steel bar girder 2 includes upper skeleton reinforcing bar 21 disposed in parallel and lower skeleton reinforcing bar and is overlapped on upper skeleton reinforcing bar 21 and sending down the fishbone
Several truss splice bars 23 between frame reinforcing bar 22, the both ends of truss splice bar 23 and upper skeleton reinforcing bar 21 or lower skeleton steel
Muscle 22 condensates into fixed in concrete wall template 1 respectively.
The concrete walls cavity of this truss support overlaps several truss between upper skeleton reinforcing bar 21 and lower skeleton reinforcing bar 22 and spells
It connects reinforcing bar 23 and forms steel bar girder 2, be set in respectively by the upper skeleton reinforcing bar 21 and lower skeleton reinforcing bar 22 that form steel bar girder 2
In spaced concrete wall template 1, concrete walls cavity is formed, the steel bar girder 2 in this structure as support frame can
The reinforcing bar material of wall cavity construction is effectively reduced, and can preferably ensure whole intensity by orderly overlap joint.
As the utility model preferred embodiment, each steel bar girder 2 includes 21 He of upper skeleton reinforcing bar being located above
It is located below the lower skeleton reinforcing bar 22 in the setting of 21 two sides of upper skeleton reinforcing bar, the lower skeleton reinforcing bar 22 of upper skeleton reinforcing bar 21 and two sides
Between be respectively connected with truss splice bar 23.
As the utility model preferred embodiment, truss splice bar 23 is bent to form by reinforcing bar, reinforcing bar bending
The inflection point of formation is fixedly connected with upper skeleton reinforcing bar 21 or lower skeleton reinforcing bar 22 respectively.
As the utility model preferred embodiment, it is additionally provided with several vertically connecting perpendicular to the setting of each steel bar girder 2
Muscle 3 is connect, each vertical dowel 3 is fixedly connected respectively with each upper skeleton reinforcing bar 21 or lower skeleton reinforcing bar 22 to form wall steel bar
Cage.
As the utility model preferred embodiment, it is additionally provided with the steel wire 4 for being covered in wall steel bar cage two sides respectively,
Steel wire 4 is fixedly connected with each upper skeleton reinforcing bar 21 or lower skeleton reinforcing bar 22 respectively.
As the utility model preferred embodiment, each steel wire 4 and upper skeleton reinforcing bar 21 or lower skeleton reinforcing bar 22
It is separately fixed in the concrete wall template 1 of two sides.
The production process of this wall cavity, can be assembled in advance and weld and forms several steel bar girders 2, the upper skeleton of top one
Being spliced to form for reinforcing bar 21 and the lower skeleton reinforcing bar 22 of lower section two, can form stable triangular structure.It is overlapped on upper skeleton steel
Truss splice bar 23 between muscle 21 and lower skeleton reinforcing bar 22 can be bent to form by single reinforcing bar, and reinforcing bar is in bending, even
Continuous bending is so that each truss splice bar 23 is continuous and form angle, in each inflection point and upper skeleton reinforcing bar 21 or lower skeleton steel
After the splicing of muscle 22 is fixed, stable triangular structure can be also formed between each inflection point.
The construction of steel bar girder 2 can preferably ensure the strong of wall cavity entirety so that the formation of steel reinforcement cage is more orderly
Degree, and can effective saving material.
Several steel bar girders 2 are spaced each other and are placed in parallel, and are bound vertically between several steel bar girders 2 being placed in parallel
Steel reinforcement cage can be formed in several vertical dowels 3 of steel bar girder 2, and steel mesh can be pasted in the two sides of steel reinforcement cage to enhance
With the bonding strength between the concrete wall template 1 of two sides.
After the completion of steel bar girder 2, vertical dowel 3 and steel wire 4 are bound, the steel reinforcement cage bound is tiled and is placed, is made
Side steel wire 4 and upper skeleton reinforcing bar 21 or lower skeleton reinforcing bar 22 be located below, casting concrete forms the mixed of side
Solidifying cob wall template 1 will be located at the steel wire 4, vertical dowel 3 and upper skeleton reinforcing bar 21 or lower skeleton reinforcing bar 22 of the same side
All condensate into the concrete wall template 1 of the side.After integrally solidification after, then by whole turn-over carry out concrete pouring construction,
The construction for completing the concrete wall template 1 of the other side, so that the steel wire 4 of the other side, vertical dowel 3 and upper skeleton reinforcing bar
21 or lower skeleton reinforcing bar 22 be set in second side construction concrete wall template 1 in, form the concrete walls cavity of needs.
, can be assembled to needing place to be used to carry out by lifting and transporting after concrete walls cavity is formed, then in assembly
Casting concrete in the wall cavity body structure of completion, the concrete wall template 1 that band is cast in concrete and two sides in wall cavity are solidifying
Gu required concrete walls structure together, can be obtained.
When carrying out the pouring construction of concrete wall template 1, pvc pipe can be reserved, so that after the completion of pouring, in concrete walls
Concrete pouring hole 5 is formed in template 1.
Certainly, the invention is not limited to above embodiment, and those skilled in the art are without prejudice to originally
Equivalent deformation or replacement can be also made under the premise of utility model spirit, these equivalent variation or replacement are all contained in the application
In claim limited range.
Claims (6)
1. a kind of concrete walls cavity of truss support, it is characterised in that: the concrete walls including two opposite parallel interval settings
Template and several steel bar girders being intervally installed being mounted between two concrete wall templates, each steel bar girder packet
Several purlins for including upper skeleton reinforcing bar and lower skeleton reinforcing bar disposed in parallel and being overlapped between upper skeleton reinforcing bar and lower skeleton reinforcing bar
Frame splice bar, the both ends of the truss splice bar and upper skeleton reinforcing bar or lower skeleton reinforcing bar condensate into concrete walls mould respectively
It is fixed in plate.
2. the concrete walls cavity of truss support according to claim 1, it is characterised in that: each steel bar girder includes
The upper skeleton reinforcing bar that is located above and it is located below the lower skeleton reinforcing bar in the setting of upper skeleton reinforcing bar two sides, the upper skeleton reinforcing bar
Truss splice bar is respectively connected between the lower skeleton reinforcing bar of two sides.
3. the concrete walls cavity of truss support according to claim 2, it is characterised in that: the truss splice bar is logical
It crosses reinforcing bar to be bent to form, the inflection point that the reinforcing bar is bent to form is fixed with upper skeleton reinforcing bar or lower skeleton reinforcing bar respectively to be connected
It connects.
4. the concrete walls cavity of truss support according to claim 2, it is characterised in that: be additionally provided with several perpendicular to each
The vertical dowel of steel bar girder setting, each vertical dowel respectively with each upper skeleton reinforcing bar or lower skeleton reinforcing bar
It is fixedly connected to form wall steel bar cage.
5. the concrete walls cavity of truss support according to claim 4, it is characterised in that: be additionally provided with and be covered in institute respectively
The steel wire of wall steel bar cage two sides is stated, the steel wire is fixedly connected with each upper skeleton reinforcing bar or lower skeleton reinforcing bar respectively.
6. the concrete walls cavity of truss support according to claim 5, it is characterised in that: each steel wire and upper bone
Frame reinforcing bar or lower skeleton reinforcing bar are separately fixed in the concrete wall template of two sides.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821056521.9U CN208748898U (en) | 2018-07-04 | 2018-07-04 | A kind of concrete walls cavity of truss support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821056521.9U CN208748898U (en) | 2018-07-04 | 2018-07-04 | A kind of concrete walls cavity of truss support |
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| Publication Number | Publication Date |
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| CN208748898U true CN208748898U (en) | 2019-04-16 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201821056521.9U Active CN208748898U (en) | 2018-07-04 | 2018-07-04 | A kind of concrete walls cavity of truss support |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110847505A (en) * | 2019-11-27 | 2020-02-28 | 三一筑工科技有限公司 | Formed reinforcement cage for double-skin wall and processing method thereof |
-
2018
- 2018-07-04 CN CN201821056521.9U patent/CN208748898U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110847505A (en) * | 2019-11-27 | 2020-02-28 | 三一筑工科技有限公司 | Formed reinforcement cage for double-skin wall and processing method thereof |
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