CN203160681U - Spliced nail-free batten-free building template - Google Patents
Spliced nail-free batten-free building template Download PDFInfo
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- CN203160681U CN203160681U CN 201320074271 CN201320074271U CN203160681U CN 203160681 U CN203160681 U CN 203160681U CN 201320074271 CN201320074271 CN 201320074271 CN 201320074271 U CN201320074271 U CN 201320074271U CN 203160681 U CN203160681 U CN 203160681U
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- tenon
- nail
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Abstract
The utility model relates to a spliced nail-free batten-free building template and belongs to a building template capable of saving resources, pollution-free and recyclable. A tenon and a mortise matched with the tenon in size are arranged on two sides of a template body respectively, the tenon and the mortise of one template body is connected with a corresponding mortise and a corresponding tenon of adjacent template bodies, the front face of the template body is a plane, arc clamping grooves respectively larger than 1/2 of a whole circle are fixed on the back face of the template body, the inside of the template body is partitioned into a plurality of hollow cavities by a series of reinforcing ribs, and connecting ribs on two outer sides of each arc clamping groove are connected onto the back face of the building template, so that closed hollow cavities with triangular sections are formed. The spliced nail-free batten-free building template is simple in structure, nail-free, batten-free, saving in forest resource, convenient to use, multiple in use times, completely recyclable and pollution-free.
Description
Technical field
The utility model relates to a kind of mutual assembly exempts from nail and exempts from flitch construction formwork section bar, belongs to a kind of and economizes on resources, pollution-free, can repeatedly reclaim the construction formwork of cycling and reutilization.
Background technology
At present can be divided into traditional wooden template and steel form basically employed auxiliary template section bar on the building site is on material, wherein the wooden template method that cooperates flitch+steel pipe to use is more, steel form cooperate steel pipe method less.This is the job practices of two kinds of routines.
Wooden template cooperates the present situation of flitch+steel pipe construction to be: every use five floors of template need be purchased and change one batch.When building construction, need purchase 6 batches wooden template as the building of a building 30 floor heights, repeatedly template is repeated ailing, gets nail operation destruction template during its main spot failure is to use, the water imbibition of wooden template self can cause phenomenons such as template foaming, the layering of coming unstuck to occur in addition, thereby has reduced application life and the number of turnover of template; Flitch is in use repeatedly to repeat ailing, get nail back and reduce self application life equally, and distortion naturally, the distortion of timber itself, and bigger weak point is wasted in existence with regard to material; Namely build the building of a building 30 floor heights and want disposable buying to use 1,000,000 yuan the auxilliary material of wooden building, its not recyclable secondary utilization in addition, thus cause the wasting of resources and environment pollution; Because wooden template and flitch self attributes belong to combustibles, there is potential safety hazard easily in construction period.
Steel form cooperates the present situation of steel pipe construction to be: adopt steel form to cooperate the job practices of the steel pipe wooden template of comparing to cooperate the job practices of flitch, with regard to saving, material can be repeatedly used, effectively improved utilization rate, but with regard to the job practices that steel form cooperates steel pipe, also there is weak point, it is wasted time and energy when installing/dismounting, because the steel form deadweight is bigger, repeatedly use the rear surface can produce rough phenomenon, because it is steel, after producing deformation, be difficult to reduction, when running into rainy season construction or underground construction, easily get rusty, oxidation.Repeatedly use the back effective rate of utilization obviously to reduce.
It is much smaller that steel pipe self is compared the suffered influence of steel form as template load-bearing supporter, and steel pipe is littler than flitch elasticity, and stability is high, can repeatedly recycle.
The utility model content
Technical problem to be solved in the utility model is, at the prior art weak point, provides a kind of mutual assembly to exempt from nail and exempts from the flitch construction formwork, has the forest reserves, easy to use of saving, and the many recyclings fully of access times are pollution-free.
Solving the technical scheme that technical problem of the present utility model takes is: the dual-side of template body arrange respectively tenon and with the tongue-and-groove of tenon size coupling, the tenon of a template body is connected with tongue-and-groove with the tenon of adjacent forms body with tongue-and-groove, the positive side of template body is the plane, and dorsal surface is being fixed the circular-arc draw-in groove more than 1/2 full circle.
The inside of template body is separated into a plurality of hollow cavities by a series of reinforcing ribs, and the both sides external of circular-arc draw-in groove has dowel to be connected to the dorsal surface of construction formwork, constitutes the triangle section cavity that seals.
Described circular-arc draw-in groove is 3/5 full circle, and the reinforcing rib spacing distance of template body interior is 80～120mm.
The platen surface of described template body section bar is the concrete work face, and the back side is the steel pipe supporting surface for being with semicircle bayonet socket, and the length and width face all can be fixed in good mutual splicing in the work progress, has realized the convenient and swift of work progress, is the new building materials of saving flitch.
Beneficial effect: the utility model construction formwork section bar is not subjected to the restriction of specification, pieces together stability mutually by force, and is easy to use, can produce in batch, avoided the building-site pollution, and a large amount of disposable waste drawback of timber has been protected valuable forest resources effectively.
The mutual assembly that the utility model discloses is exempted to follow closely and is exempted from being used of flitch construction formwork and steel pipe, can effectively reduce construction intensity and unnecessary time waste.The semicircle draw-in groove of this construction formwork below is used for the interlock of template and steel pipe to be fixed, namely replace flitch as the supporter of template with steel pipe, directly cooperate with steel pipe, thereby saved the use of flitch, use steel pipe to support integral smoothness and the stability that has improved construction operation, also improved simultaneously the efficiency of construction of installation and removal, thereby it is more quick, efficient, rapid to compare the tradition construction.This construction formwork has been saved resource, has improved building and construction quality, can reach application life 20～50 times.It is more efficient than tradition to adopt the method for this construction formwork and steel pipe to be used in the engineering pouring construction its stability.
Description of drawings
Fig. 1 is the utility model structural representation.
Among the figure: tenon 1, tongue-and-groove 2, circular-arc draw-in groove 3, reinforcing rib 4, dowel 5, template body 6.
Specific embodiments
Embodiment: referring to Fig. 1, the positive side of template body 6 is for being the concrete work facial plane, the tongue-and-groove 2 that the dual-side of template arranges tenon 1 respectively and mates with tenon 1 size, the tenon 1 of a template body 6 and tongue-and-groove 2 are connected with tongue-and-groove 2 with the tenon 1 of adjacent another piece template body 6, extend to full wafer concrete work face, the dorsal surface of template body 6 is being fixed circular-arc draw-in groove 3, and it is shaped as the circular arc more than 1/2 full circle.The inside of template body 6 is separated into a plurality of hollow cavities by a series of reinforcing ribs 4, and the both sides external of circular-arc draw-in groove 3 has dowel 5 to be connected to the dorsal surface of construction formwork body 6, constitutes the triangle section cavity that seals.Help to increase evenly to the upper support stress surface, more help to have reinforced construction formwork body intensity.Circular-arc draw-in groove 3 is 3/5 full circle, can prevent that steel pipe is deviate from the more uniform steel pipe support that distributes automatically and reasonably to accept the position from opening in the construction; Reinforcing rib 4 spacing distances of template body 6 inside are 80～120mm, both can guarantee the intensity of template body and indeformable, again can weight reduction, reduce the waste of material.
Claims (3)
1. a mutual assembly is exempted from nail and is exempted from the flitch construction formwork, its structure is: the tongue-and-groove that the dual-side of template body arranges tenon respectively and mates with the tenon size, the tenon of a template body is connected with tongue-and-groove with the tenon of adjacent forms body with tongue-and-groove, the positive side of template body is the plane, and dorsal surface is being fixed the circular-arc draw-in groove more than 1/2 full circle.
2. exempt from nail by the described mutual assembly of claim 1 and exempt from the flitch construction formwork, its structure is: the inside of template body is separated into a plurality of hollow cavities by a series of reinforcing ribs, the both sides external of circular-arc draw-in groove has dowel to be connected to the dorsal surface of construction formwork, constitutes the triangle section cavity that seals.
3. exempt from nail by the described mutual assembly of claim 1 and exempt from the flitch construction formwork, its structure is: circular-arc draw-in groove is 3/5 full circle, and the reinforcing rib spacing distance of template body interior is 80～120mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320074271 CN203160681U (en) | 2013-02-17 | 2013-02-17 | Spliced nail-free batten-free building template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320074271 CN203160681U (en) | 2013-02-17 | 2013-02-17 | Spliced nail-free batten-free building template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203160681U true CN203160681U (en) | 2013-08-28 |
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ID=49021876
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320074271 Expired - Fee Related CN203160681U (en) | 2013-02-17 | 2013-02-17 | Spliced nail-free batten-free building template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203160681U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105034150A (en) * | 2015-06-30 | 2015-11-11 | 杭州三杰建筑新材料有限公司 | Building module for precast beam plate and integrated module construction structure |
| CN105040814A (en) * | 2015-06-30 | 2015-11-11 | 杭州三杰建筑新材料有限公司 | Integral building module structure |
| CN113152886A (en) * | 2021-04-29 | 2021-07-23 | 中国二十二冶集团有限公司 | Formwork construction method for post-cast plate of pipe well |
-
2013
- 2013-02-17 CN CN 201320074271 patent/CN203160681U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105034150A (en) * | 2015-06-30 | 2015-11-11 | 杭州三杰建筑新材料有限公司 | Building module for precast beam plate and integrated module construction structure |
| CN105040814A (en) * | 2015-06-30 | 2015-11-11 | 杭州三杰建筑新材料有限公司 | Integral building module structure |
| CN113152886A (en) * | 2021-04-29 | 2021-07-23 | 中国二十二冶集团有限公司 | Formwork construction method for post-cast plate of pipe well |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130828 Termination date: 20140217 |