CN202467197U - Lateral inclined strut device for wall/column template - Google Patents
Lateral inclined strut device for wall/column template Download PDFInfo
- Publication number
- CN202467197U CN202467197U CN2012200478382U CN201220047838U CN202467197U CN 202467197 U CN202467197 U CN 202467197U CN 2012200478382 U CN2012200478382 U CN 2012200478382U CN 201220047838 U CN201220047838 U CN 201220047838U CN 202467197 U CN202467197 U CN 202467197U
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- China
- Prior art keywords
- steel pipe
- inclined strut
- wall
- lateral
- diagonal brace
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- Expired - Lifetime
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 36
- 239000010959 steel Substances 0.000 claims abstract description 36
- 238000010276 construction Methods 0.000 abstract description 6
- 238000005516 engineering process Methods 0.000 abstract description 2
- 230000001105 regulatory effect Effects 0.000 abstract 1
- 238000009415 formwork Methods 0.000 description 4
- 229910001018 Cast iron Inorganic materials 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000009435 building construction Methods 0.000 description 1
- 239000012467 final product Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000008520 organization Effects 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
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Abstract
The utility model relates to the field of a construction technology, in particular to a lateral inclined strut device for a wall/column template, which is used for bearing a lateral load and ensuring the verticality of a vertical supporting template. The lateral inclined strut device is characterized by comprising a steel pipe inclined strut I, a steel pipe inclined strut II, a double-ended stud, a base and a top support. The both ends of the double-ended stud are respectively in threaded connection with one end of the steel pipe inclined strut I and one end of the steel pipe inclined strut II; the other end of the steel pipe inclined strut I is hinged with the base; the other end of the steel pipe inclined strut II is hinged with the top support; and the thread directions at the both ends of the double-ended stud are opposite. A rotary rod is arranged at the middle part of the double-ended stud. Compared with the prior art, the lateral inclined strut device provided by the utility model has the advantages as follows: the lateral inclined strut device can be used for bearing the lateral load of the wall, the column and the like, and regulating the verticality of the vertical supporting template, so that the structural size of the wall, the column and the like can be further ensured; the lateral inclined strut device has the advantages of simple structure, convenience in use, and low cost; and the structural size of the wall/column can be effectively ensured, so that the working efficiency of the construction is further improved.
Description
Technical field
The utility model relates to the realm of building construction, particularly a kind ofly bears wall, the column template lateral diagonal device that lateral load guarantees vertical formwork verticality.
Background technology
In building operations, wall, post are important force structure, so how to guarantee that the design size of wall, rod structure is particularly important, particularly lateral load and verticality are difficult to control in construction, in concrete pouring construction, are easy to the mould phenomenon that rises.Traditional job practices is: the side direction template that at first will install horizontal vertical steel pipe keel is proofreaied and correct according to design size; Adopt the cast iron buckle that side direction steel pipe diagonal brace one end is connected with the steel pipe keel then, the steel pipe diagonal brace other end is fixed on the solid ground.In the concreting process, along with amount of concrete continues to increase, lateral load is also increasing, and the conduction pattern of power is: lateral pressure → template → steel pipe keel → cast iron buckle → steel pipe diagonal brace → ground.Owing to just can carry out next procedure behind the adjustment template size earlier, so increased operation, reduced operating efficiency, increased engineering cost.And the conduction of power mainly leans on the frictional force between cast iron buckle and the steel pipe, in case adopt underproof buckle, will be difficult to ensure the quality of products, and buckle loss in use is very big, has increased material cost.
Summary of the invention
The purpose of the utility model provides a kind of wall, column template lateral diagonal device; Can bear the verticality of lateral loads such as wall and post and the vertical formwork of adjustment; And then guarantee the physical dimension of templates such as wall, post; This apparatus structure is simple, easy to use, cost is low, can effectively guarantee the physical dimension of wall, post, and then increases work efficiency.
For realizing above-mentioned purpose, the utility model is realized through following technical scheme:
Wall, column template lateral diagonal device; Comprise steel pipe diagonal brace one, steel pipe diagonal brace two, studs, base and shore; The two ends of studs are connected with the threaded one end of steel pipe diagonal brace one with steel pipe diagonal brace two respectively; The other end and the base of steel pipe diagonal brace one are hinged, the other end of steel pipe diagonal brace two with shore hingedly, the two ends hand of spiral of said studs is opposite.
The middle part of said studs is provided with swing arm.
Compared with prior art; The utility model has the advantages that: can bear lateral loads such as wall and post; Adjust the verticality of vertical formwork; And then guaranteeing the physical dimension of templates such as wall, post, this apparatus structure is simple, easy to use, cost is low, can effectively guarantee the physical dimension of wall, post, and then has improved the operating efficiency of construction.
Description of drawings
Fig. 1 is the utility model example structure sketch map.
Among the figure: 1-steel pipe diagonal brace one 2-steel pipe diagonal brace two 3-studs 4-base 5-shore a 6-nut 7-8-two 9-swing arms of pinning of pinning.
The specific embodiment
Describe in further detail below in conjunction with the specific embodiment of accompanying drawing the utility model.
See Fig. 1; Be the utility model wall, column template lateral diagonal device example structure sketch map; Comprise steel pipe diagonal brace 1, steel pipe diagonal brace 22, studs 3, base 4 and shore 5, the two ends of studs 3 respectively with an end of steel pipe diagonal brace 1 and steel pipe diagonal brace 22 on nut 6 be threaded, the other end of steel pipe diagonal brace 1 is hinged through pin 1 and base 4; The other end of steel pipe diagonal brace 22 through pin 28 with shore 5 hingedly, the two ends hand of spiral of studs 3 is opposite.
The middle part of studs 3 is provided with swing arm 9, and turn swing arm 9 can make the distance between steel pipe diagonal brace 1 and the steel pipe diagonal brace 22 increase fast or reduce, and realizes the length adjustment of the utility model bracing device.
The method for using of this device is: shoring of this device 5 withstood on the steel pipe keel, and base 4 is fixed on the ground, utilizes swing arm 9 rotation adjustment length; Make shore 5 with base 4 stretchings; The project organization size that finally transfers to wall, post formwork erection gets final product, and this structural adjustment is reliable, and is easy to use; Stop the generation of " mould rises ", can improve efficiency of construction effectively.
Claims (2)
1. wall, column template lateral diagonal device; It is characterized in that; Comprise steel pipe diagonal brace one, steel pipe diagonal brace two, studs, base and shore that the two ends of studs are connected with the threaded one end of steel pipe diagonal brace one with steel pipe diagonal brace two respectively, the other end and the base of steel pipe diagonal brace one are hinged; The other end of steel pipe diagonal brace two with shore hingedly, the two ends hand of spiral of said studs is opposite.
2. wall according to claim 1, column template lateral diagonal device is characterized in that the middle part of said studs is provided with swing arm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012200478382U CN202467197U (en) | 2012-02-15 | 2012-02-15 | Lateral inclined strut device for wall/column template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012200478382U CN202467197U (en) | 2012-02-15 | 2012-02-15 | Lateral inclined strut device for wall/column template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202467197U true CN202467197U (en) | 2012-10-03 |
Family
ID=46915364
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012200478382U Expired - Lifetime CN202467197U (en) | 2012-02-15 | 2012-02-15 | Lateral inclined strut device for wall/column template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202467197U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109577646A (en) * | 2018-12-05 | 2019-04-05 | 怀化市建新建材有限公司 | A kind of prefabricated high strength steel template in steel structure house |
| CN110836010A (en) * | 2019-11-26 | 2020-02-25 | 上海宝冶集团有限公司 | Lateral formwork supporting device for high-low span mass concrete |
| CN111927143A (en) * | 2020-09-08 | 2020-11-13 | 山东兆维铁塔有限公司 | Iron tower reinforcing structure and construction method thereof |
| CN113152529A (en) * | 2021-03-24 | 2021-07-23 | 中铁建工集团有限公司 | Be suitable for portable adjustable bracing device of fixed limiting plate fetal membrane seam usefulness |
-
2012
- 2012-02-15 CN CN2012200478382U patent/CN202467197U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109577646A (en) * | 2018-12-05 | 2019-04-05 | 怀化市建新建材有限公司 | A kind of prefabricated high strength steel template in steel structure house |
| CN110836010A (en) * | 2019-11-26 | 2020-02-25 | 上海宝冶集团有限公司 | Lateral formwork supporting device for high-low span mass concrete |
| CN111927143A (en) * | 2020-09-08 | 2020-11-13 | 山东兆维铁塔有限公司 | Iron tower reinforcing structure and construction method thereof |
| CN113152529A (en) * | 2021-03-24 | 2021-07-23 | 中铁建工集团有限公司 | Be suitable for portable adjustable bracing device of fixed limiting plate fetal membrane seam usefulness |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20121003 |
|
| CX01 | Expiry of patent term |