CN201695676U - Strengthening tool of cast-in-place concrete beam side formwork of house building - Google Patents
Strengthening tool of cast-in-place concrete beam side formwork of house building Download PDFInfo
- Publication number
- CN201695676U CN201695676U CN2010202324924U CN201020232492U CN201695676U CN 201695676 U CN201695676 U CN 201695676U CN 2010202324924 U CN2010202324924 U CN 2010202324924U CN 201020232492 U CN201020232492 U CN 201020232492U CN 201695676 U CN201695676 U CN 201695676U
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- concrete beam
- chute
- screw
- cast
- tool
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Abstract
The utility model relates to a strengthening tool of a cast-in-place concrete beam side formwork of house building, which comprises two connecting pieces, a chute, two wood beams and a split screw. The two connecting pieces are made of angle iron drilled on the limb; the chute is made of steel plate with ellipse-shaped holes. Both ends of the chute are respectively connected with a connecting piece. Two connecting pieces are respectively connected with a wood beam. The split screw is connected with the two wood beams through concrete beam in a splitting manner. With simple structure, the strengthening tool of the cast-in-place concrete beam side formwork of house building can well fix the side framework of the concrete beam, is free from limitation of the beam width and operated conveniently, thereby improving working efficiency and providing good installation precision. The utility model is recycled, thereby greatly reducing utilization amount of turnover material and tool in practical construction, reducing field of piling up turnover material and tool as needed, decreasing construction cost and easily being applied, which is suitable for large-scale industry and civil buildings.
Description
Technical field
The utility model relates to the reinforcing instrument of beam sides template, particularly relates to a kind of reinforcing instrument of building construction cast-in-situ concrete beam Side shuttering.
Background technology
The floor in house all adopts cast-in-place form in industry at present and the civilian construction, concreting again after earlier reinforcing bar, template being installed according to sequence of construction.The formwork reinforcement of beam sides adopts Φ 48*3.5 scaffold tubes or flitch usually, with fastener, couple together to drawing screw.The method needs a large amount of turnover material tools, needs enough stacking places, and scaffold tubes is heavier, relatively requires great effort when the workman operates; When reinforcing with flitch, the length of flitch is subjected to the restriction of beam width, often needs flitch is sawn into segment, and flitch connects with iron nail, when tearing flitch open, easily flitch is caused damage, can not reuse.
Summary of the invention
Technical problem to be solved in the utility model provides a kind of reinforcing instrument of building construction cast-in-situ concrete beam Side shuttering, solves existing mold method and causes the bigger situation of construction cost.
The technical scheme that its technical problem that solves the utility model adopts is: the reinforcing instrument that a kind of building construction cast-in-situ concrete beam Side shuttering is provided, comprise two connectors, chute, two flitches and to drawing screw, described two connectors are made by the angle steel of holing on limb; Described chute is made by the steel plate that has oval hole; Described chute two ends are connected with a described connector respectively; Respectively be connected with a described flitch on described two connectors; Describedly described two flitches are carried out drawing connection drawing screw to pass concrete beam.
The chute of the reinforcing instrument of described building construction cast-in-situ concrete beam Side shuttering is connected with described connector by first screw; Described connector is connected with described flitch by second screw.
Described first screw, second screw and to drawing screw all to have nut and pad.
Beneficial effect
Owing to adopted above-mentioned technical scheme, the utility model compared with prior art, have following advantage and good effect: the utility model is simple in structure, can be good at the side template of fixing concrete beam, be not subjected to the restriction of beam width, easy to operate, not only can increase work efficiency, installation accuracy preferably can also be arranged, can recycle, in practice of construction, significantly reduce turnover material tool (flitch, steel pipe, fastener) consumption, reduced the place that needs to stack turnover material tool, reduced construction cost, promoted easily, can be good at being applied in large scale industry and the civilian construction.
Description of drawings
Fig. 1 is a structural representation of the present utility model;
Fig. 2 is a connector schematic diagram in the utility model;
Fig. 3 is a chute schematic diagram in the utility model;
Fig. 4 is a use schematic diagram of the present utility model.
The specific embodiment
Below in conjunction with specific embodiment, further set forth the utility model.Should be understood that these embodiment only to be used to the utility model is described and be not used in the restriction scope of the present utility model.Should be understood that in addition those skilled in the art can make various changes or modifications the utility model after the content of having read the utility model instruction, these equivalent form of values fall within the application's appended claims institute restricted portion equally.
Embodiment of the present utility model relates to a kind of reinforcing instrument of building construction cast-in-situ concrete beam Side shuttering, as shown in Figure 1, comprises two connectors 1, chute 2, two flitches 3 and to drawing screw 6, described chute 2 two ends are connected with a connector 1 respectively; Respectively be connected with a flitch 3 on described two connectors 1; Describedly carry out drawing described two flitches 3 continuous to drawing screw 6 to pass concrete beam.As shown in Figure 2, described two connectors 1 are made by the angle steel of holing on limb.As shown in Figure 3, described chute 2 is made by the steel plate that has oval hole.Wherein, chute 2 is connected with described connector 1 by first screw 5; Described connector 1 is connected with described flitch 3 by second screw 4; First screw 5, second screw 4 and to drawing screw 6 all to have nut and pad.
Below using method of the present utility model is described.
As shown in Figure 4, at first carry out template and install, block the Side shuttering of beam, use and two flitches 3 are carried out drawing connection drawing screw 6 to pass the pvc pipe with two flitches 3 according to the size of drawing design beam; Then, will be connected with flitch 3 with the connector 1 that angle steel is made with second screw 4; At last, with first screw 5 connector 1 is connected with the chute of being made by the steel plate that has oval hole 2, is adjusted to tightening nuts after the needed size, i.e. assembling is finished.
The utility model is the reinforcing instrument of a cast-in-situ concrete beam Side shuttering, reach the side form form removal intensity of code requirement when concrete after, at first unclamp drawing screw 6, unclamp first screw 5 again, extraction just can easily have been removed the utility model to drawing screw 6, stacks at last and neatly can recycle.
Be not difficult to find that the utility model is simple in structure, can be good at the side template of fixing concrete beam, be not subjected to the restriction of beam width, easy to operate, not only can increase work efficiency, installation accuracy preferably can also be arranged, can recycle, in practice of construction, significantly reduce the consumption of turnover material tool (flitch, steel pipe, fastener), reduced the place that needs to stack turnover material tool, reduced construction cost, promote easily, can be good at being applied in large scale industry and the civilian construction.
Claims (3)
1. the reinforcing instrument of a building construction cast-in-situ concrete beam Side shuttering, comprise two connectors (1), chute (2), two flitches (3) and to drawing screw (6), it is characterized in that described two connectors (1) are made by the angle steel of holing on limb; Described chute (2) is made by the steel plate that has oval hole; Described chute (2) two ends are connected with a described connector (1) respectively; Respectively be connected with a described flitch (3) on described two connectors (1); Describedly described two flitches (3) are carried out drawing connection drawing screw (6) to pass concrete beam.
2. the reinforcing instrument of building construction cast-in-situ concrete beam Side shuttering according to claim 1 is characterized in that, described chute (2) is connected with described connector (1) by first screw (5); Described connector (1) is connected with described flitch (3) by second screw (4).
3. the reinforcing instrument of building construction cast-in-situ concrete beam Side shuttering according to claim 2 is characterized in that, described first screw (5), second screw (4) and to drawing screw (6) all to have nut and pad.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202324924U CN201695676U (en) | 2010-06-22 | 2010-06-22 | Strengthening tool of cast-in-place concrete beam side formwork of house building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202324924U CN201695676U (en) | 2010-06-22 | 2010-06-22 | Strengthening tool of cast-in-place concrete beam side formwork of house building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201695676U true CN201695676U (en) | 2011-01-05 |
Family
ID=43396915
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202324924U Expired - Fee Related CN201695676U (en) | 2010-06-22 | 2010-06-22 | Strengthening tool of cast-in-place concrete beam side formwork of house building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201695676U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102619328A (en) * | 2012-03-22 | 2012-08-01 | 中冶天工上海十三冶建设有限公司 | Tool type mounting clamp for ring beam mold plates and lintel mold plates |
| CN110761556A (en) * | 2019-11-18 | 2020-02-07 | 苏州金螳螂建筑装饰股份有限公司 | Fixed mounting structure of floor beam template |
| CN113914615A (en) * | 2021-10-29 | 2022-01-11 | 中冶建工集团有限公司 | Concrete beam template capable of being used for assembling different beam heights |
-
2010
- 2010-06-22 CN CN2010202324924U patent/CN201695676U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102619328A (en) * | 2012-03-22 | 2012-08-01 | 中冶天工上海十三冶建设有限公司 | Tool type mounting clamp for ring beam mold plates and lintel mold plates |
| CN102619328B (en) * | 2012-03-22 | 2015-07-22 | 中冶天工上海十三冶建设有限公司 | Tool type mounting clamp for ring beam mold plates and lintel mold plates |
| CN110761556A (en) * | 2019-11-18 | 2020-02-07 | 苏州金螳螂建筑装饰股份有限公司 | Fixed mounting structure of floor beam template |
| CN113914615A (en) * | 2021-10-29 | 2022-01-11 | 中冶建工集团有限公司 | Concrete beam template capable of being used for assembling different beam heights |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 201999 room A, room 1325, Mudanjiang Road, Shanghai, Baoshan District, 403 Patentee after: SHANGHAI ERSHIYE CONSTRUCTION Co.,Ltd. Address before: 201999 room A, room 1325, Mudanjiang Road, Shanghai, Baoshan District, 403 Patentee before: SHANGHAI MCC13 CONSTRUCTION Co.,Ltd. |
|
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 201999 room A, room 1325, Mudanjiang Road, Shanghai, Baoshan District, 403 Patentee after: SHANGHAI MCC13 CONSTRUCTION Co.,Ltd. Address before: 201900, Room 403, room 1325, Mudanjiang Road, Shanghai, Baoshan District, Patentee before: CMTCC Shanghai 13th Construction Co.,Ltd. |
|
| 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: 20110105 Termination date: 20180622 |