CN201377175Y - Quick mounting-demounting support for beam-side formwork - Google Patents
Quick mounting-demounting support for beam-side formwork Download PDFInfo
- Publication number
- CN201377175Y CN201377175Y CN200920301740U CN200920301740U CN201377175Y CN 201377175 Y CN201377175 Y CN 201377175Y CN 200920301740 U CN200920301740 U CN 200920301740U CN 200920301740 U CN200920301740 U CN 200920301740U CN 201377175 Y CN201377175 Y CN 201377175Y
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- CN
- China
- Prior art keywords
- flitch
- supporting member
- battens
- screens
- support components
- 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
A quick mounting-demounting support for a beam-side formwork comprises horizontal support components, vertical support components and inclined support components, wherein the vertical support components are distributed at interval to closely cling to the outer side of the beam-side formwork; the horizontal support components comprise a row of beam-bottom blocking battens which are distributed in parallel and at interval under a bottom die, two general-length corner battens which closely cling to the roots of the vertical support components and vertically intersected with the beam-bottom blocking battens, and two general-length upper-side battens closely clinging to the upper parts of the vertical support components; the number of the inclined support components corresponds to the number of the beam-bottom blocking battens and the vertical support components; and the upper end of each inclined support component is connected with the general-length upper-side battens through gaskets and bolts and the lower end thereof is connected with the beam-bottom blocking battens through the gaskets and the bolts. The quick mounting-demounting support can be applied to support beam-side formwork with the beam-height not greater than 800 mm; the structure is simple; the reinforcement is convenient and quick; and the incidence rate of appearance quality defect of finished concrete products can be greatly reduced so as to effectively avoid waste of manpower and materials.
Description
Technical field
The utility model relates to a kind of braced structures of fixed support side template.
Background technology
In the structure construction stage, beam-slab template generally adopts turnover materials such as wooden form, flitch, steel pipe as support system.Because the difference of form of structure, the size of beam has a lot of specifications in same engineering, and when depth of beam is less than or equal to 800mm, the reinforcing of side template is more loaded down with trivial details usually, is not easy to reinforce to put in place, so occurs concrete finished product presentation quality defective easily; Simultaneously, circulation material, the labour who adopts traditional template, flitch, reinforcement system of steel pipe to drop into is also many.
The utility model content
In order to overcome the deficiencies in the prior art, the utility model provides the quick peace of a kind of side template to tear support open, solve side template reinforce loaded down with trivial details, the technical problem of concrete finished product presentation quality defective appears easily, and solve traditional big problem of reinforcement system human and material resources consumption.
The technical scheme that its technical problem that solves the utility model adopts is:
The quick peace of a kind of side template is torn support open, is supported in below side template lateral surface and the soffit formwork, comprises horizontal support elements, vertical supporting member and diagonal supporting member, it is characterized in that:
It is spaced apart that above-mentioned vertical supporting member is close to the side template outside.
Above-mentioned horizontal support elements comprise row's parallel interval be distributed in screens flitch at the bottom of the beam below the bed die, two be close to each vertical supporting member root and with the elongated bight flitch of screens flitch square crossing at the bottom of each beam, two elongated top flitches of being close to each vertical supporting member top.
The radical of above-mentioned diagonal supporting member is corresponding with the radical of screens flitch at the bottom of the beam and vertical supporting member, and the upper end of every diagonal supporting member is connected with elongated top flitch with bolt by pad, and its lower end is connected with screens flitch at the bottom of the beam with bolt by pad.
Support flitch at the bottom of can being gripped with beam at the bottom of the described beam between screens flitch and the soffit formwork.
The handing-over corner of screens flitch can be fixedly connected with angle steel at the bottom of described elongated bight flitch and the beam.
The beneficial effects of the utility model are as follows:
The utility model is applicable to that depth of beam is less than or equal to the beam forms support of 800mm, and it is simple in structure, and reinforcing is got up convenient and swift, greatly reduces the incidence of concrete finished product presentation quality defective.The utlity model has installation, convenient disassembly characteristics efficiently, be the short material that utilizes job site reinforcing bar blanking remaining, such as 4mm steel plate, 5 * 5cm angle steel, iron nail, flitch etc., twice laid, different size processing and fabricating according to beam forms, and has effectively avoided waste artificial, material.
Description of drawings
Below in conjunction with drawings and Examples the utility model is further specified.
Fig. 1 is a perspective view of the present utility model.
Fig. 2 is a section structure schematic diagram of the present utility model.
Fig. 3 is the schematic perspective view of screens flitch and angle steel at the bottom of the beam.
Fig. 4 is the schematic perspective view of diagonal supporting member.
Reference numeral: support screens flitch at the bottom of flitch, the 6-beam, 7-angle steel, 8-diagonal supporting member, the horizontal keel of 9-, 10-jacking support bar, the elongated bight of 11-flitch, the elongated top of 12-flitch, 13-pad, 14-bolt at the bottom of 1-beam, 2-side template, 3-soffit formwork, the vertical supporting member of 4-, the 5-beam.
The specific embodiment
Embodiment is referring to shown in Fig. 1-4, and the quick peace of this side template is torn support open, is supported in below side template 2 lateral surfaces and the soffit formwork 3, comprises horizontal support elements, vertical supporting member 4 and diagonal supporting member 8.It is spaced apart that vertically supporting member 4 is close to the side template outside.Horizontal support elements comprise row's parallel interval be distributed in screens flitch at the bottom of the beam below the bed die 6, two be close to each vertical supporting member 4 root and with the elongated bight flitch 11 of screens flitch 6 square crossings at the bottom of each beam, two elongated top flitches 12 of being close to each vertical supporting member 4 top.The radical of diagonal supporting member 8 is corresponding with the radical of screens flitch at the bottom of the beam 6 and vertical supporting member 4, and the upper end of every diagonal supporting member 8 is connected with elongated top flitch 12 with bolt 14 by pad 13, and its lower end is connected with screens flitch 6 at the bottom of the beam with bolt by pad.Support flitch 5 at the bottom of being gripped with beam at the bottom of the described beam between screens flitch and the soffit formwork 3, elongated bight flitch 11 is fixedly connected with angle steel 7 with the handing-over corner of screens flitch 6 at the bottom of the beam.
Referring to Fig. 2, the inboard of side template 2 and soffit formwork 3 is a beam 1, and the utility model is supported on the bed die support component, and the bed die support component comprises horizontal keel 9 and jacking support bar 10.
Claims (3)
1. the quick peace of side template is torn support open, is supported in below side template (2) lateral surface and the soffit formwork (3), comprises horizontal support elements, vertical supporting member (4) and diagonal supporting member (8), it is characterized in that:
It is spaced apart that above-mentioned vertical supporting member (4) is close to the side template outside;
Above-mentioned horizontal support elements comprise row's parallel interval be distributed in screens flitch (6) at the bottom of the beam below the bed die, two be close to each vertical supporting member (4) root and with the elongated bight flitch (11) of screens flitch (6) square crossing at the bottom of each beam, two elongated top flitches (12) of being close to each vertical supporting member (4) top;
The radical of above-mentioned diagonal supporting member (8) is corresponding with the radical of screens flitch (6) at the bottom of the beam and vertical supporting member (4), the upper end of every diagonal supporting member (8) is connected with elongated top flitch (12) with bolt (14) by pad (13), and its lower end is connected with screens flitch (6) at the bottom of the beam with bolt by pad.
2. the quick peace of side template according to claim 1 is torn support open, it is characterized in that: support flitch (5) at the bottom of being gripped with beam at the bottom of the described beam between screens flitch and the soffit formwork (3).
3. the quick peace of side template according to claim 1 is torn support open, it is characterized in that: described elongated bight flitch (11) is fixedly connected with angle steel (7) with the handing-over corner of screens flitch (6) at the bottom of the beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200920301740U CN201377175Y (en) | 2009-03-30 | 2009-03-30 | Quick mounting-demounting support for beam-side formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200920301740U CN201377175Y (en) | 2009-03-30 | 2009-03-30 | Quick mounting-demounting support for beam-side formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201377175Y true CN201377175Y (en) | 2010-01-06 |
Family
ID=41517280
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200920301740U Expired - Fee Related CN201377175Y (en) | 2009-03-30 | 2009-03-30 | Quick mounting-demounting support for beam-side formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201377175Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105971273A (en) * | 2016-06-23 | 2016-09-28 | 杭州江润科技有限公司 | Arc-shaped cast-in-place concrete beam based on set-shaped and quick-disassembling aluminum formworks and construction method |
| CN106437145A (en) * | 2016-09-18 | 2017-02-22 | 江苏南通三建集团股份有限公司 | Beam side form strengthening system with no tie bolts |
| CN113187226A (en) * | 2021-05-08 | 2021-07-30 | 厦门泰睿坤建设工程有限公司 | Be used for crossbeam to pour fashioned template structure |
-
2009
- 2009-03-30 CN CN200920301740U patent/CN201377175Y/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105971273A (en) * | 2016-06-23 | 2016-09-28 | 杭州江润科技有限公司 | Arc-shaped cast-in-place concrete beam based on set-shaped and quick-disassembling aluminum formworks and construction method |
| CN105971273B (en) * | 2016-06-23 | 2018-01-16 | 杭州江润科技有限公司 | Based on sizing Quick Release aluminum alloy pattern plate arc cast-in-situ concrete beam and construction method |
| CN106437145A (en) * | 2016-09-18 | 2017-02-22 | 江苏南通三建集团股份有限公司 | Beam side form strengthening system with no tie bolts |
| CN106437145B (en) * | 2016-09-18 | 2019-08-02 | 江苏南通三建集团股份有限公司 | A kind of side template reinforcement system of no split bolt |
| CN113187226A (en) * | 2021-05-08 | 2021-07-30 | 厦门泰睿坤建设工程有限公司 | Be used for crossbeam to pour fashioned template structure |
| CN113187226B (en) * | 2021-05-08 | 2022-04-08 | 厦门泰睿坤建设工程有限公司 | Be used for crossbeam to pour fashioned template structure |
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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: 20100106 Termination date: 20130330 |