CN205348759U - Shear wall template system for construction - Google Patents
Shear wall template system for construction Download PDFInfo
- Publication number
- CN205348759U CN205348759U CN201620091962.7U CN201620091962U CN205348759U CN 205348759 U CN205348759 U CN 205348759U CN 201620091962 U CN201620091962 U CN 201620091962U CN 205348759 U CN205348759 U CN 205348759U
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- CN
- China
- Prior art keywords
- connection joint
- level connection
- shear wall
- locating dowel
- link slot
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Abstract
The utility model relates to a shear wall template system for construction, including the locating template, horizontal reinforcement bar, horizontally connect reinforces the device, intensive device and split bolt are connected to the turning, horizontally connect reinforces the device and includes reference column and horizontally connect groove, the turning is connected intensive device and is included the reference column, connect ratchet and spread groove, wherein the spread groove is articulated with the reference column through connecting the ratchet, horizontally connect reinforces the device, two at least locating holes of equipartition on the reference column of the intensive device of turning connection, and through locating hole and horizontal reinforcement bar sliding connection, the positioning module passes through horizontally connect and reinforces the device, the device connect to be reinforceed at the turning horizontally connect groove and spread groove be end -to -end connection in proper order, equipartition locating screw holes on the locating template, and be connected with split bolt through locating screw holes. This novel one side can effectually improve shear wall template installation and dismantling efficiency's work efficiency and positioning accuracy, the effectual reuse rate who improves the shear wall template system of on the other hand.
Description
Technical field
This utility model relates to a kind of construction shear wall form system, belongs to technical field of building construction.
Background technology
At present, skyscraper gets more and more, its agent structure great majority are all reinforced concrete shear wall structures, especially for high residential building, the overwhelming majority adopts Reinforced Concrete Short-pier Shear Wall, but in main structure construction process, the specification quantity of shear wall component is various, unified specification amount is few, employing typified form is relatively difficult, thus causing current shear wall formwork diversity very big, comprehensive utilization ratio is relatively low, simultaneously current shear wall formwork system often all adopts plank to coordinate positioning bar to be interconnected to constitute, therefore in carrying out shear wall formwork work progress, construction labor intensity is big, low and template the machining accuracy of efficiency of construction is relatively poor, thus having had a strong impact on construction quality and the efficiency of shear wall, especially the impact of shear wall outer surface planarization is serious, often after being removed by shear wall formwork, still need to that shear wall surface is carried out secondary operations and can meet actually used needs, hence for this present situation, in the urgent need to developing a kind of novel shear wall formwork structure, to meet being actually needed of wheat cultivation.
Utility model content
This utility model purpose is that and overcomes above-mentioned deficiency, it is provided that a kind of construction shear wall form system.
For achieving the above object, this utility model is to be achieved through the following technical solutions:
A kind of construction shear wall form system, including locating template, transverse strengthening muscle, level connection joint intensifying device, turning connects intensifying device and split bolt, level connection joint intensifying device includes locating dowel and level connection joint groove, locating dowel is arranged on level connection joint groove outer surface and in the parallel distribution of level connection joint groove, level connection joint groove is cross section is the groove-like structure of " work " font, and level connection joint fluted shaft line is distributed with horizontal plane, turning connects intensifying device and includes locating dowel, connect ratchet and link slot, wherein link slot at least two, and it is hinged with locating dowel by connecting ratchet, locating dowel and link slot axis are parallel to each other and are all distributed with horizontal plane, link slot cross section is " Contraband " font structure, and in 0 ° 90 ° between adjacent link slot, level connection joint intensifying device, turning connects hole, uniform at least two location in the locating dowel of intensifying device, and be slidably connected with transverse strengthening muscle by positioning hole, transverse strengthening muscle axis and horizontal plane are parallel to each other distribution, locating template is some, and by level connection joint intensifying device, level connection joint groove and the link slot head and the tail successively of turning connection intensifying device connect and constitute the rectangular ring structure of Guan Bi, uniform positioning screw hole on locating template, and be connected with split bolt by positioning screw hole, split bolt respectively with symmetrical locating template vertical distribution, and be distributed with plane-parallel.
Further, described locating dowel two ends set connection hinge respectively, and the adjacent positioned intercolumniation on same vertical direction is hinged by connecting hinge.
Further, separately it is connected by alignment pin between described locating dowel with transverse strengthening muscle.
Further, described level connection joint groove, link slot inner surface are respectively positioned in same plane with surface.
This new structure is simple, highly versatile, bearing capacity is strong, integrated moduleization is strong, assemble use and disassembled for transport is convenient and work efficiency is high, thus can effectively improve shear wall formwork on the one hand to install and dismantle work efficiency and the positioning precision of operation, and it is favorably improved shear wall outer surface flatness, reduce subsequent construction difficulty, reach to improve the purpose of shear wall construction efficiency and quality, effectively raise the recycling rate of waterused of shear wall formwork system on the other hand, reduce the wasting of resources, contribute to construction cost.
Accompanying drawing explanation
Fig. 1 is the structural representation that this is novel.
Detailed description of the invention
A kind of construction shear wall form system as shown in Figure 1, including locating template 1, transverse strengthening muscle 2, level connection joint intensifying device, turning connects intensifying device and split bolt 3, level connection joint intensifying device includes locating dowel 4 and level connection joint groove 5, locating dowel 4 is arranged on level connection joint groove 5 outer surface and in the parallel distribution of level connection joint groove 5, level connection joint groove 5 for cross section in the groove-like structure of " work " font, and level connection joint groove 5 axis is distributed with horizontal plane, turning connects intensifying device and includes locating dowel 4, connect ratchet 6 and link slot 7, wherein link slot 7 at least two, and it is hinged with locating dowel 4 by connecting ratchet 6, locating dowel 4 and link slot 7 axis are parallel to each other and are all distributed with horizontal plane, link slot 7 cross section is " Contraband " font structure, and in 0 ° 90 ° between adjacent link slot 7, level connection joint intensifying device, turning connects hole 8, uniform at least two location in the locating dowel 4 of intensifying device, and be slidably connected with transverse strengthening muscle 2 by positioning hole 8, transverse strengthening muscle 2 axis and horizontal plane are parallel to each other distribution, locating template 1 is some, and by level connection joint intensifying device, level connection joint groove 5 and link slot 7 head and the tail successively of turning connection intensifying device connect and constitute the rectangular ring structure of Guan Bi, uniform positioning screw hole 9 on locating template 1, and be connected with split bolt 3 by positioning screw hole 9, split bolt 3 respectively with symmetrical locating template 1 vertical distribution, and be distributed with plane-parallel.
In the present embodiment, described locating dowel 4 two ends set connection hinge 10 respectively, and are hinged by connection hinge 10 between the adjacent positioned post 4 on same vertical direction.
In the present embodiment, described locating dowel 4 is another with between transverse strengthening muscle 2 to be connected by alignment pin 11.
In the present embodiment, described level connection joint groove 5, link slot 7 inner surface are respectively positioned in same plane with surface.
This new structure is simple, highly versatile, bearing capacity is strong, integrated moduleization is strong, assemble use and disassembled for transport is convenient and work efficiency is high, thus can effectively improve shear wall formwork on the one hand to install and dismantle work efficiency and the positioning precision of operation, and it is favorably improved shear wall outer surface flatness, reduce subsequent construction difficulty, reach to improve the purpose of shear wall construction efficiency and quality, effectively raise the recycling rate of waterused of shear wall formwork system on the other hand, reduce the wasting of resources, contribute to construction cost.
Of the present utility model ultimate principle and principal character and of the present utility model advantage have more than been shown and described.Skilled person will appreciate that of the industry; this utility model is not restricted to the described embodiments; described in above-described embodiment and description is that principle of the present utility model is described; under the premise without departing from this utility model spirit and scope; this utility model also has various changes and modifications, and these changes and improvements both fall within the scope of claimed this utility model.This utility model claims scope and is defined by appending claims and equivalent thereof.
Claims (4)
1. a construction shear wall form system, it is characterized in that: described construction shear wall form system includes locating template, transverse strengthening muscle, level connection joint intensifying device, turning connects intensifying device and split bolt, described level connection joint intensifying device includes locating dowel and level connection joint groove, described locating dowel is arranged on level connection joint groove outer surface and in the parallel distribution of level connection joint groove, described level connection joint groove is cross section is the groove-like structure of " work " font, and level connection joint fluted shaft line is distributed with horizontal plane, described turning connects intensifying device and includes locating dowel, connect ratchet and link slot, wherein said link slot at least two, and it is hinged with locating dowel by connecting ratchet, described locating dowel and link slot axis are parallel to each other and are all distributed with horizontal plane, described link slot cross section is " Contraband " font structure, and in 0 ° 90 ° between adjacent link slot, described level connection joint intensifying device, turning connects hole, uniform at least two location in the locating dowel of intensifying device, and be slidably connected with transverse strengthening muscle by positioning hole, described transverse strengthening muscle axis and horizontal plane are parallel to each other distribution, described locating template is some, and by level connection joint intensifying device, level connection joint groove and the link slot head and the tail successively of turning connection intensifying device connect and constitute the rectangular ring structure of Guan Bi, uniform positioning screw hole on described locating template, and be connected with split bolt by positioning screw hole, described split bolt respectively with symmetrical locating template vertical distribution, and be distributed with plane-parallel.
2. a kind of construction shear wall form system according to claim 1, it is characterised in that described locating dowel two ends set connection hinge respectively, and the adjacent positioned intercolumniation on same vertical direction is hinged by connecting hinge.
3. a kind of construction shear wall form system according to claim 1, it is characterised in that be separately connected by alignment pin between described locating dowel with transverse strengthening muscle.
4. a kind of construction shear wall form system according to claim 1, it is characterised in that described level connection joint groove, link slot inner surface are respectively positioned in same plane with surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620091962.7U CN205348759U (en) | 2016-01-30 | 2016-01-30 | Shear wall template system for construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620091962.7U CN205348759U (en) | 2016-01-30 | 2016-01-30 | Shear wall template system for construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205348759U true CN205348759U (en) | 2016-06-29 |
Family
ID=56182131
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620091962.7U Expired - Fee Related CN205348759U (en) | 2016-01-30 | 2016-01-30 | Shear wall template system for construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205348759U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110344588A (en) * | 2019-07-16 | 2019-10-18 | 浙江新东阳建设集团有限公司 | A kind of building template bracing means |
-
2016
- 2016-01-30 CN CN201620091962.7U patent/CN205348759U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110344588A (en) * | 2019-07-16 | 2019-10-18 | 浙江新东阳建设集团有限公司 | A kind of building template bracing means |
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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: 20160629 Termination date: 20220130 |