CN202767509U - Concrete member construction formwork - Google Patents
Concrete member construction formwork Download PDFInfo
- Publication number
- CN202767509U CN202767509U CN2012205077665U CN201220507766U CN202767509U CN 202767509 U CN202767509 U CN 202767509U CN 2012205077665 U CN2012205077665 U CN 2012205077665U CN 201220507766 U CN201220507766 U CN 201220507766U CN 202767509 U CN202767509 U CN 202767509U
- Authority
- CN
- China
- Prior art keywords
- steel support
- panel
- formwork
- type steel
- construction formwork
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Abstract
The utility model discloses a concrete member construction formwork. The concrete member construction formwork comprises a profile steel support and a panel which are fixedly connected via a joint plate. The concrete member construction formwork has the advantages that formwork processing cost is reduced since the panel and the profile steel support are connected via the joint plate in a bolt manner and the profile steel support can be detached and utilized continuously after the panel is scrapped; practicability is strong since the profile steel support as groove steel can be freely detached and the formwork in different sizes can be combined according to the size of a concrete component required to be processed; since the panel and the profile steel support can be detached, storage is convenient, space is saved, storage condition of the formwork is improved and quality of the same is guaranteed since a formwork originally required to be stored wildly can be transferred to a storeroom.
Description
Technical field
The utility model relates to a kind of concrete component construction formwork, is applicable to road and rail concrete component pouring construction technical field.
Background technology
At present, the road and rail concrete work is more and more higher to the requirement of presentation quality, and a large amount of panels that adopt shaped steel to support the concrete component template as support system that is to say that template is comprised of type steel support and panel in the construction.The template of using is now generally processed according to the profile of concrete component, and formwork rigidity is large, and the presentation quality of surface of concrete structure was high after construction was finished.But also there is following defective in this template: the distortion such as warpage easily occur through after repeatedly using in the panel of (1) template; Perhaps in using reinforcing process, easily form a plurality of holes at panel; (2) construction environment is abominable, and the execution conditions of template are poor, and corrosion easily occurs panel; (3) the concrete component size of required processing needs to use the template of different size specification not simultaneously, causes the use amount of template to strengthen, and constantly needs the template of processing different size, causes unnecessary waste.After the above-mentioned panel breakage, type steel support is often still intact, because panel and type steel support weld together, so intact type steel support also can not continue along with scrapping of panel to use again, increases the manufacturing cost and use cost of template.In addition, because panel and type steel support weld together, so be not easy to deposit, take up room larger.
The utility model content
Technical problem to be solved in the utility model provides a kind of economical and practical, concrete component construction formwork of being convenient to deposit.
For solving the problems of the technologies described above, technical solution adopted in the utility model is: a kind of concrete component construction formwork, comprise type steel support and panel, and described type steel support is channel-section steel, described type steel support is fixedly connected with by gusset piece with panel.
One side of described gusset piece is vertically welded with screw rod, its opposite side and panel welding; Described type steel support is channel-section steel, and its side is provided with the through hole suitable with screw rod; Described gusset piece is fixedly connected with by screw rod, nut and pad with type steel support.
Described gusset piece is steel plate, and its thickness is 2～10mm, and its length is consistent with the connection limb of type steel support with width.
The quantity of described screw rod is more than two, and is distributed on the gusset piece.
In the practice of construction process, select as required suitable panel, then the panel of choosing is fixed with type steel support by gusset piece and is connected; When panel after use is scrapped, gusset piece can be disassembled from type steel support together with panel, type steel support can continue to use.
The beneficial effect that adopts technique scheme to produce is: because panel and type steel support are bolted by gusset piece, so after blackboard newspaper gives up, type steel support can be disassembled and continue to use, reduce the template processing cost face to face; Type steel support is channel-section steel, can freely dismantle again, therefore can be combined into the template of different size according to the concrete component size of required processing, and is practical; Because panel and type steel support are detachable, therefore be convenient to deposit, conserve space, the template that script need to be deposited in the open air can be transferred in the storehouse, thereby improves the storage condition of template, guarantees the quality of template.
Description of drawings
Below in conjunction with the drawings and specific embodiments the utility model is described in further detail.
Fig. 1 is syndeton partial sectional view of the present utility model;
Wherein, 1, type steel support, 2, gusset piece, 3, panel, 4, screw rod, 5, nut, 6, pad.
The specific embodiment
As shown in Figure 1, concrete component construction formwork described in the utility model comprises type steel support 1 and panel 3, and described type steel support 1 is channel-section steel, and described type steel support 1 is fixedly connected with by gusset piece 2 with panel 3.
One side of described gusset piece 2 is vertically welded with screw rod 4, its opposite side and panel 3 welding; Described type steel support 1 is channel-section steel, and its side is provided with the through hole suitable with screw rod 4; Described gusset piece 2 is fixedly connected with by screw rod 4, nut 5 and pad 6 with type steel support 1.
Described gusset piece 2 is steel plate, and its thickness is 2～10mm, and its length is consistent with the connection limb of type steel support 1 with width.
The quantity of described screw rod 4 is more than two, and is distributed on the gusset piece 2.
In the practice of construction process, select as required suitable panel, then the panel of choosing is fixed with type steel support by gusset piece and is connected; When panel after use is scrapped, gusset piece can be disassembled from type steel support together with panel, type steel support can continue to use.
Claims (4)
1. a concrete component construction formwork is characterized in that, comprises type steel support (1) and panel (3), and described type steel support (1) is fixedly connected with by gusset piece (2) with panel (3).
2. concrete component construction formwork according to claim 1 is characterized in that, a side of described gusset piece (2) is vertically welded with screw rod (4), its opposite side and panel (3) welding; Described type steel support (1) is channel-section steel, and its side is provided with the through hole suitable with screw rod (4); Described gusset piece (2) is fixedly connected with by screw rod (4), nut (5) and pad (6) with type steel support (1).
3. concrete component construction formwork according to claim 2 is characterized in that, described gusset piece (2) is steel plate, and its thickness is 2～10mm, and its length is consistent with the connection limb of type steel support (1) with width.
4. concrete component construction formwork according to claim 2 is characterized in that, the quantity of described screw rod (4) is more than two, and is distributed on the gusset piece (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012205077665U CN202767509U (en) | 2012-09-27 | 2012-09-27 | Concrete member construction formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012205077665U CN202767509U (en) | 2012-09-27 | 2012-09-27 | Concrete member construction formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202767509U true CN202767509U (en) | 2013-03-06 |
Family
ID=47774092
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012205077665U Expired - Fee Related CN202767509U (en) | 2012-09-27 | 2012-09-27 | Concrete member construction formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202767509U (en) |
-
2012
- 2012-09-27 CN CN2012205077665U patent/CN202767509U/en not_active Expired - Fee Related
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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: 20130306 Termination date: 20210927 |