CN203145447U - Typified form - Google Patents
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- Publication number
- CN203145447U CN203145447U CN2013201252354U CN201320125235U CN203145447U CN 203145447 U CN203145447 U CN 203145447U CN 2013201252354 U CN2013201252354 U CN 2013201252354U CN 201320125235 U CN201320125235 U CN 201320125235U CN 203145447 U CN203145447 U CN 203145447U
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- China
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- rectangular frame
- typified form
- formwork
- steel
- template
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- Expired - Fee Related
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Abstract
The utility model discloses a typified form which comprises a rectangular frame, wherein a formwork (1) is arranged on one side of the rectangular frame and is connected with the rectangular frame through a grub screw (2), a counter bore (3) is formed in the formwork (1), and the grub screw (2) is connected with the rectangular frame through the counter bore (3). According to the typified form, the existing split joint formwork supporting method is omitted, the typified form is used for formwork supporting construction, formwork supporting is convenient, supporting and fixation are convenient, formwork cracking does not happen easily, formwork supporting efficiency is greatly improved, and construction progress is accelerated. The typified form can be repeatedly used and formwork supporting cost can be saved. When the typified form is used for shear wall construction, a poured shear wall is smooth in surface and the pouring quality of the shear wall is improved.
Description
Technical field
The utility model relates to a kind of typified form, and the spy is a kind of typified form for the construction shear wall fully, belongs to shear wall and builds the apparatus technical field.
Background technology
In the construction work main structure construction, adopt the assembly formwork that looses to carry out building of shear wall often, use flitch and channel-section steel or steel pipe to carry out fixed support, the formwork cycle is long, template service wear and waste are serious, and the piece imprecision, and fixed support is insecure, cause quick-fried mould easily, quality problems such as metope out-of-flatness.
Summary of the invention
The purpose of this utility model is, a kind of typified form is provided, to utilize this typified form construction shear wall, and it is use this stock mould to carry out formwork construction, can reduce shear wall and above-mentioned quality problems occur, and cost-saved, increase work efficiency accelerating construction progress.To overcome the deficiencies in the prior art.
The technical solution of the utility model:
A kind of typified form comprises rectangular frame, and the one side of rectangular frame is provided with template, and template is connected with rectangular frame through flat head screw.
In the aforementioned typified form, described template is provided with counterbore, and flat head screw is connected with rectangular frame through counterbore.
In the aforementioned typified form, described template is to be 18mm with thickness, and width is identical with rectangular frame, and length constitutes less than the template of rectangular frame.
In the aforementioned typified form, described rectangular frame constitutes with short square steel and the welding of rectangular steel of 40 * 40mm; Short square steel plane is stretched out in the lower end of rectangular steel.
In the aforementioned typified form, described rectangular steel is provided with connecting hole.
In the aforementioned typified form, be provided with the reinforcement square steel in the described rectangular frame, it is parallel with rectangular steel to strengthen square steel.
Compared with prior art, the utility model has been abolished existing diffusing assembly mold method, uses typified form to carry out formwork construction, and formwork is convenient, is convenient to support and fix, and is difficult for causing quick-fried mould; Improve formwork efficient greatly, accelerated construction speed; Typified form of the present utility model can use repeatedly, can save the formwork cost; Carry out shear wall construction with typified form of the present utility model, the shear wall surfacing of building out has improved the pouring quality of shear wall.
Description of drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structure schematic diagram of typified form;
Fig. 3 is the Facad structure schematic diagram of typified form.
Being labeled as of accompanying drawing: 1-template, 2-flat head screw, 3-counterbore, the short square steel of 4-, the rectangular steel of 5-, 6-connecting hole, 7-strengthen square steel, 8-connecting screw rod, 9-Screw arbor with nut at both-ends, 10-adjustable plate, the two steel pipes of 11-, 12-cushion block.
The specific embodiment
The utility model is described in further detail below in conjunction with accompanying drawing, but not as to any restriction of the present utility model.
The utility model is constructed according to following a kind of method of typified form construction shear wall of utilizing, and as shown in Figure 1, this method is utilized two groups of typified forms that are arranged side by side to be located at the shear wall both sides respectively and formed shear wall formwork; Every group of typified form connects into an integral planar by bolt; The height of typified form is less than floor height, by the adjustable plate 10 that adds in the typified form bottom adjust typified forms on absolute altitude.Described typified form is to be made of rectangular frame and the template 1 that is fixed on the rectangular frame plane; Rectangular frame constitutes with short square steel 4 and 5 welding of rectangular steel, and short square steel plane is stretched out as the strong point of adjusting absolute altitude on the typified form in rectangular steel lower end.Described two groups of typified forms that are arranged side by side are fixing by the two steel pipes 11 and the Screw arbor with nut at both-ends 9 that are located at typified form framework one side.
Be used for the structural representation of a kind of typified form of the present utility model of said method shown in Fig. 1～3, this typified form comprises rectangular frame, and the one side of rectangular frame is provided with template 1, and template is connected with rectangular frame through flat head screw 2.Template 1 is provided with counterbore 3, and flat head screw 2 is connected with rectangular frame through counterbore, and flat head screw 2 is concordant with the template face, to guarantee the shear wall surfacing.Template 1 is to be 18mm with thickness, and width is identical with rectangular frame, and length constitutes less than the template of rectangular frame.Rectangular frame constitutes with short square steel 4 and 5 welding of rectangular steel of 40 * 40mm; Short square steel 4 planes are stretched out in the lower end of rectangular steel 5, in order to prop up pad with cushion block 12, in order to adjust the height of rectangular frame.Rectangular steel 5 is provided with connecting hole 6, by connecting screw rod 8 adjacent two typified forms is stitched together; Be provided with in the rectangular frame and strengthen square steel 7, in order to strengthen rectangular frame, in order to when building, can bear concrete pressure.It is parallel with rectangular steel 5 to strengthen square steel 7.
Claims (6)
1. typified form, it is characterized in that: comprise rectangular frame, the one side of rectangular frame is provided with template (1), and template is connected with rectangular frame through flat head screw (2).
2. according to the described typified form of claim 1, it is characterized in that: described template (1) is provided with counterbore (3), and flat head screw (2) is connected with rectangular frame through counterbore (3).
3. according to the described typified form of claim 2, it is characterized in that: described template (1) is to be 18mm with thickness, and width is identical with rectangular frame, and length constitutes less than the template of rectangular frame.
4. according to the described typified form of claim 1, it is characterized in that: described rectangular frame constitutes with short square steel (4) and rectangular steel (5) welding of 40 * 40mm; Short square steel (4) plane is stretched out in the lower end of rectangular steel (5).
5. according to the described typified form of claim 4, it is characterized in that: described rectangular steel (5) is provided with connecting hole (6).
6. according to the described typified form of claim 5, it is characterized in that: be provided with in the described rectangular frame and strengthen square steel (7), it is parallel with rectangular steel (5) to strengthen square steel (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013201252354U CN203145447U (en) | 2013-03-19 | 2013-03-19 | Typified form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013201252354U CN203145447U (en) | 2013-03-19 | 2013-03-19 | Typified form |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203145447U true CN203145447U (en) | 2013-08-21 |
Family
ID=48972986
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013201252354U Expired - Fee Related CN203145447U (en) | 2013-03-19 | 2013-03-19 | Typified form |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203145447U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104712138A (en) * | 2015-03-06 | 2015-06-17 | 天津二十冶建设有限公司 | Combined formwork supporting construction method for plastic formwork and multi-layer timber formwork of concrete external wall |
-
2013
- 2013-03-19 CN CN2013201252354U patent/CN203145447U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104712138A (en) * | 2015-03-06 | 2015-06-17 | 天津二十冶建设有限公司 | Combined formwork supporting construction method for plastic formwork and multi-layer timber formwork of concrete external wall |
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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 |
Granted publication date: 20130821 Termination date: 20170319 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |