CN205742599U - Transverse tie rod type connection compound concrete shear wall - Google Patents
Transverse tie rod type connection compound concrete shear wall Download PDFInfo
- Publication number
- CN205742599U CN205742599U CN201620407638.1U CN201620407638U CN205742599U CN 205742599 U CN205742599 U CN 205742599U CN 201620407638 U CN201620407638 U CN 201620407638U CN 205742599 U CN205742599 U CN 205742599U
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- China
- Prior art keywords
- battenboard
- connecting rod
- adapter sleeve
- catch
- shear wall
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Abstract
This utility model is the transverse tie rod type connection compound concrete shear wall using drag link structure, and connecting rod sets through battenboard；The both side ends of connecting rod connects respectively support insulating pad；Reinforced mesh is located in the connecting rod outside battenboard, is fixed by fork between catch and connecting rod；The both sides of filled board have poured concrete.Battenboard is positioned and supports by the structure using transverse tie rod type, concrete is made will not the position of battenboard to be impacted during pouring, i.e. due to the support of connecting rod during pouring, can effectively ensure that battenboard is not subjected to displacement, it is not necessary to other support, it is to avoid the appearance of cold bridge problem, simultaneously, the technique installing more existing external application plug-in is the most convenient, considerably simplify construction process, shortens the duration.
Description
Technical field
This utility model relates to heat-preserving wall, uses the transverse tie rod type connection compound concrete shear wall of drag link structure specifically.
Background technology
At present, building exterior wall heat preserving many employings organic material is made, and such as extruded polystyrene board, styrofoam etc., and uses the plug-in construction method of installation of external application.Owing to material is limited, this type of warming plate fire-protection rating is low, flammable and be difficult to the problems such as stickup, and it can cause difficulty of construction big, be easily cracked and come off when building exterior wall heat preserving is constructed, and fire-protection rating is poor, there is potential safety hazard.The especially construction method of the plug-in heat-insulation layer of body of wall external application, its service life is short, projected life is 20 years, it is usually 10 ~ 20 years, the most easily occur that large area comes off, and fire-protection rating is poor, for B1, B2 level, [2015] No. 88 literary compositions " notice about carrying out popularization and application building heat preservation and structure-integrated technical work further " are built in Henan Province's house and file Henan, the town and country construction Room, propose building heat preservation and structure-integrated technology, effectively solve the problem that the tradition plug-in exterior-wall heat insulation of external application is easy to fall off and fire-protection rating is poor, and promoted batch architecture insulation and the product of structure-integrated technology and technology.
Make a general survey of the technology of several popularization, the advantage being respectively arranged with its uniqueness, there are again its limitation and deficiency; wherein SW system is jetting cement; high-layer shear force wall construction is difficult to, and CL system is difficult to ensure that the distance between its insulation sandwich board and shear wall, it is possible to reduce or eat up the protective layer of concrete shear wall.It addition, for the physical dimension thickness protecting shear wall, need the support making between template it is necessary to punch on insulation sandwich board in construction, spacing is 600 × 600, thus can form cold bridge, and reduce the life-span of heat insulation effect and insulation sandwich board.The inapplicable construction for shear wall of non-bearing aerated concrete building block self-heat conserving structural system, it is adaptable to fill the construction of wall, cast-in-place foamed concrete structural system difficulty of construction is big, long in time limit.
Summary of the invention
This utility model is the transverse tie rod type connection compound concrete shear wall using drag link structure, and it has the advantages that construction is convenient, using effect is excellent.
This utility model realizes above-mentioned purpose and has the advantages that
Transverse tie rod type connection compound concrete shear wall, it includes: support insulating pad, reinforced mesh, battenboard, catch, connecting rod, fork.
Described connecting rod sets through battenboard；The both side ends of described connecting rod connects respectively support insulating pad；Described reinforced mesh is located in the connecting rod outside battenboard and carries out colligation location by fork and fixes；Being attached by catch between described connecting rod and battenboard, described catch is provided with two and is respectively provided at the both sides of battenboard, is fixed by fork between described catch and connecting rod；The both sides of described filled board have poured concrete.
Described connecting rod includes that adapter sleeve and connector, described adapter sleeve and the both ends of connector are respectively equipped with support insulating pad, between described adapter sleeve and connector connected mode be wire connection, welding but be not limited only to wire connection and welding.
Described adapter sleeve links together with battenboard, and described reinforced mesh is located on the adapter sleeve outside battenboard and carries out colligation location by fork and fixes；Being attached by catch between described adapter sleeve and battenboard, described catch is provided with two and is respectively provided at the both sides of battenboard, is fixed by fork between described catch and adapter sleeve
The described shape supporting insulating pad and material are not fixed, and the described area supporting insulating pad is more than corresponding adapter sleeve and the face area of connector.
This utility model uses technique scheme to have the advantages that
Battenboard is positioned and supports by the structure using transverse tie rod type, concrete is made will not the position of battenboard to be impacted during pouring, i.e. due to the support of connecting rod during pouring, can effectively ensure that battenboard is not subjected to displacement, it is not necessary to other support, it is to avoid the appearance of cold bridge problem, simultaneously, the technique installing more existing external application plug-in is the most convenient, considerably simplify construction process, shortens the duration.
Accompanying drawing explanation
Fig. 1 is schematic diagram of the present utility model.
Detailed description of the invention
Below in conjunction with the accompanying drawings this utility model is described further.
Transverse tie rod type connection compound concrete shear wall as shown in Figure 1, it includes: support insulating pad 1, reinforced mesh 2, battenboard 3, catch 4, connecting rod 5, fork 6.
Described connecting rod 5 sets through battenboard 3；The both side ends of described connecting rod 5 connects respectively support insulating pad 1；Described reinforced mesh 2 is located in the connecting rod 5 outside battenboard 3 and carries out colligation location by fork 6 and fixes；Being attached fixing by catch 4 between described connecting rod 5 and battenboard 3, described catch 4 is provided with two and is respectively provided at the both sides of battenboard 3, is fixed by fork 6 between described catch 4 and connecting rod 5；The both sides of described battenboard 3 have poured concrete seven.
Described connecting rod 5 includes adapter sleeve 51 and connector 52, described adapter sleeve 51 and the both ends of connector 52 be respectively equipped with support insulating pad 1, the connected mode between described adapter sleeve 51 and connector 52 be wire connection, welding but be not limited only to this two kinds of connected modes.
Described adapter sleeve 51 links together with battenboard 3, and described reinforced mesh 2 is located on the adapter sleeve 51 outside battenboard 3 and carries out colligation location by fork 6 and fixes；Being attached by catch 4 between described adapter sleeve 51 and battenboard 3, described catch 4 is provided with two and is respectively provided at the both sides of battenboard 3, is fixed by fork 6 between described catch 4 and adapter sleeve 51
The described shape supporting insulating pad 1 and material are not fixed, and the described area supporting insulating pad 1 is more than corresponding adapter sleeve 51 and the face area of connector 52.
Claims (4)
1. transverse tie rod type connection compound concrete shear wall, it includes: support insulating pad (1), reinforced mesh (2), battenboard (3), catch (4), connecting rod (5), fork (6), it is characterised in that: described connecting rod (5) sets through battenboard (3)；The both side ends of described connecting rod (5) connects respectively support insulating pad (1)；Described reinforced mesh (2) is located at the connecting rod (5) outside battenboard (3) in and carries out colligation location by fork (6) and fixes；It is attached fixing by catch (4) between described connecting rod (5) and battenboard (3), described catch (4) is provided with two and is respectively provided at the both sides of battenboard (3), is fixed by fork (6) between described catch (4) and connecting rod (5)；The both sides of described battenboard (3) have poured concrete (7).
Transverse tie rod type the most according to claim 1 connection compound concrete shear wall, it is characterized in that: described connecting rod (5) includes adapter sleeve (51) and connector (52), described adapter sleeve (51) and the both ends of connector (52) be respectively equipped with support insulating pad (1), the connected mode between described adapter sleeve (51) and connector (52) be wire connection, welding but be not limited only to this two kinds of connected modes.
Transverse tie rod type the most according to claim 2 connection compound concrete shear wall, it is characterized in that: described adapter sleeve (51) links together with battenboard (3), described reinforced mesh (2) is located at the adapter sleeve (51) outside battenboard (3) upper and carries out colligation location by fork (6) and fixes；It is attached by catch (4) between described adapter sleeve (51) and battenboard (3), described catch (4) is provided with two and is respectively provided at the both sides of battenboard (3), is fixed by fork (6) between described catch (4) and adapter sleeve (51).
4. connect compound concrete shear wall according to the transverse tie rod type described in any one of claim 1-3, it is characterized in that: shape and the material of described support insulating pad (1) are not fixed, the area of described support insulating pad (1) is more than corresponding adapter sleeve (51) and the face area of connector (52).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620407638.1U CN205742599U (en) | 2016-05-09 | 2016-05-09 | Transverse tie rod type connection compound concrete shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620407638.1U CN205742599U (en) | 2016-05-09 | 2016-05-09 | Transverse tie rod type connection compound concrete shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205742599U true CN205742599U (en) | 2016-11-30 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620407638.1U Expired - Fee Related CN205742599U (en) | 2016-05-09 | 2016-05-09 | Transverse tie rod type connection compound concrete shear wall |
Country Status (1)
| Country | Link |
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| CN (1) | CN205742599U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107447878A (en) * | 2017-09-09 | 2017-12-08 | 河南省华亿绿色建材有限公司 | A kind of the concrete wall insulation construction and construction technology of built-in transiens connector |
| CN107989238A (en) * | 2017-12-13 | 2018-05-04 | 刘家宇 | A kind of cast-in-place sandwiched heat-preservation shear wall structure, assembled architecture and engineering method |
| CN108643373A (en) * | 2018-05-24 | 2018-10-12 | 广州孚达保温隔热材料有限公司 | Large die built-in heat-insulating wall structure and construction technology |
| CN108915128A (en) * | 2018-08-08 | 2018-11-30 | 陈红庆 | A kind of modeling rack heat-preserving wall and construction method |
-
2016
- 2016-05-09 CN CN201620407638.1U patent/CN205742599U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107447878A (en) * | 2017-09-09 | 2017-12-08 | 河南省华亿绿色建材有限公司 | A kind of the concrete wall insulation construction and construction technology of built-in transiens connector |
| CN107989238A (en) * | 2017-12-13 | 2018-05-04 | 刘家宇 | A kind of cast-in-place sandwiched heat-preservation shear wall structure, assembled architecture and engineering method |
| CN108643373A (en) * | 2018-05-24 | 2018-10-12 | 广州孚达保温隔热材料有限公司 | Large die built-in heat-insulating wall structure and construction technology |
| CN108915128A (en) * | 2018-08-08 | 2018-11-30 | 陈红庆 | A kind of modeling rack heat-preserving wall and construction method |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161130 Termination date: 20190509 |