CN201202276Y - Beam side panels fixture - Google Patents
Beam side panels fixture Download PDFInfo
- Publication number
- CN201202276Y CN201202276Y CNU2008200594476U CN200820059447U CN201202276Y CN 201202276 Y CN201202276 Y CN 201202276Y CN U2008200594476 U CNU2008200594476 U CN U2008200594476U CN 200820059447 U CN200820059447 U CN 200820059447U CN 201202276 Y CN201202276 Y CN 201202276Y
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- China
- Prior art keywords
- parallel
- beams
- formwork
- length
- wood beams
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- Expired - Fee Related
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Abstract
The utility model relates to a fixture of a beam side formwork, which is composed of three wood beams and a counter-pulled screw bolt, wherein the two wood beams (1, 2) are vertically arranged, and the third wood beam (3) is horizontally arranged between the two parallel wood beams, and the end surfaces of both ends are respectively connected with one ends of the inner side surfaces of the two parallel wood beams, the counter-pulled screw bolt (4) is traversed through the two parallel wood beams, and the counter-pulled screw bolt and the two parallel wood beams are reinforced by a pad (5). The length of the third wood beam is equal to the width of a beam and the length of two outside-beam formwork wood beams on both sides, the distance between the other ends of the parallel wood beams and the counter-pulled screw bolt is equal to the height of the beams and the length of the outside-beam formwork wood beams, and the length of the two parallel wood beams is 800mm-1000mm. The fixture is manufactured through effectively utilizing waste short wood beams, has simple installation and using method, is practical and has high efficiency, and is beneficial to save materials, such as steel pipes and fasteners, a beam side formwork pressing a beam bottom formwork in the traditional technique is changed by the beam side formwork propping the beam bottom formwork, thereby fixing the direction of a beam angle formwork by screws is changed, and the defects of wasting materials and labor due to only add upright rods and beam side formwork supports in a plate formwork supporting system in the prior art are solved, and the phenomenon of leaking slurry from the bottom of beams during pouring concrete is effectively guaranteed, thereby the quality of the appearance of concrete beams is guaranteed.
Description
Technical field
The utility model relates to a kind of anchor clamps, relates in particular to a kind of beam side anchor clamps.
Background technology
For the rectangular beam of general thickness of slab in 120mm, 130mm, 150mm equidimension, about deck-molding 700mm, and corresponding template die plate support system vertical pole ' s span is when big, before using these anchor clamps, in the time of can't satisfying the beam side support interval if vertical pole ' s span is big, can only add vertical rod and beam side in addition and support, not only waste material but also take a lot of work.
Summary of the invention
Technical problem to be solved in the utility model provides a kind of beam side anchor clamps, solves in the prior art and can only add vertical rod and beam side support, waste material and the defective of taking a lot of work in addition in template die plate support system.
Technical scheme
The utility model provides a kind of beam side anchor clamps, form by three flitches and a Screw arbor with nut at both-ends, two flitches 1 wherein, 2 vertically place, the 3rd flitch 3 lies in a horizontal plane in the middle of two parallel flitches, end face parallel with two respectively flitch medial surface one end in two ends joins, and a Screw arbor with nut at both-ends 4 passes in the middle of two parallel flitches.
Reinforce with pad 5 in Screw arbor with nut at both-ends and the two parallel flitches.
Flitch adopts the flitch of the high 100mm of wide 50mm.
The Screw arbor with nut at both-ends diameter is 14mm.
The 3rd flitch length is the length that deck-siding adds two side bar exterior sheathing flitches.
Screw arbor with nut at both-ends is the length that deck-molding adds upper beam exterior sheathing flitch with the distance of two other ends of parallel flitch.
The length of two parallel flitches is 800mm to 1000mm.
Beneficial effect
The utility model effectively utilizes waste and old short flitch to make, installation and application is simple, practical, efficiently, help steel pipe, material economy such as fastener, changed workman's power thrusts, help alleviating labor strength, raise labour efficiency, changed the technology that traditional beam form installs in the part, beam side in the traditional handicraft is pressed beam bottom board, change beam side into by beam bottom board, thereby changed direction, solved in the prior art and can only add vertical rod and beam side support, waste material and the defective of taking a lot of work in addition in template die plate support system with nail clamped beam Angle formwork.Beam bottom from leaking slurry phenomenon when effectively having guaranteed concreting, thus the presentation quality of concrete beam guaranteed.
Description of drawings
Fig. 1 is beam side fixture model figure.
Fig. 2 is beam side fixture application figure.
Fig. 3 is a beam side fixture application vertical view.
The specific embodiment
Below in conjunction with specific embodiment, further set forth the utility model.
Embodiment 1
Thickness of slab is at the rectangular beam of 120mm, deck-molding 700mm, because of template die plate support system vertical pole ' s span bigger, use a kind of beam side anchor clamps to come the mounting rail template, the Screw arbor with nut at both-ends that this anchor clamps are 14mm by three high 100mm flitches of wide 50mm and diameter is formed, two flitches 1 wherein, 2 vertically place, length is 1000mm, the 3rd flitch 3 lies in a horizontal plane in the middle of these two parallel flitches, end face parallel with two respectively flitch medial surface one end in two ends joins, and length is the length that deck-siding adds two side bar exterior sheathing flitches, and a Screw arbor with nut at both-ends 4 passes in the middle of two parallel flitches.Reinforce with pad 5 in Screw arbor with nut at both-ends and the two parallel flitches.The distance of Screw arbor with nut at both-ends to two an other end of parallel flitch is the length that 700mm adds upper beam exterior sheathing flitch.So utilize these beam side anchor clamps 6 side template can be installed.See application drawing for details and use vertical view.
Thickness of slab is at the rectangular beam of 130mm, deck-molding 600mm, because of template die plate support system vertical pole ' s span bigger, use a kind of beam side anchor clamps to come the mounting rail template, the Screw arbor with nut at both-ends that this anchor clamps are 14mm by three high 100mm flitches of wide 50mm and diameter is formed, two flitches 1 wherein, 2 parallel placements, length is 900mm, the 3rd flitch 3 vertically is placed in the middle of these two parallel flitches, end face parallel with two respectively flitch medial surface one end in two ends joins, and length is the length that deck-siding adds two side bar exterior sheathing flitches, and a Screw arbor with nut at both-ends 4 passes in the middle of two parallel flitches.Reinforce with pad 5 in Screw arbor with nut at both-ends and the two parallel flitches.The distance of Screw arbor with nut at both-ends to two an other end of parallel flitch is the length that 600mm adds upper beam exterior sheathing flitch.So utilize these beam side anchor clamps 6 side template can be installed.See application drawing for details and use vertical view.
Claims (7)
1. beam side anchor clamps, it is characterized in that: form by three flitches and a Screw arbor with nut at both-ends, two flitches (1 wherein, 2) the vertical placement, the 3rd flitch (3) lies in a horizontal plane in the middle of two parallel flitches, end face parallel with two respectively flitch medial surface one end in two ends joins, and a Screw arbor with nut at both-ends (4) passes in the middle of two parallel flitches.
2. beam side anchor clamps as claimed in claim 1 is characterized in that: reinforce with pad (5) in Screw arbor with nut at both-ends and the two parallel flitches.
3. beam side anchor clamps as claimed in claim 1 is characterized in that: described flitch adopts the flitch of the high 100mm of wide 50mm.
4. beam side anchor clamps as claimed in claim 1 is characterized in that: described Screw arbor with nut at both-ends (4) diameter is 14mm.
5. as claim 1 or 2 or 3 or 4 described beam side anchor clamps, it is characterized in that: described the 3rd flitch (3) length is the length that deck-siding adds two side bar exterior sheathing flitches.
6. beam side anchor clamps as claimed in claim 5 is characterized in that: described Screw arbor with nut at both-ends is the length that deck-molding adds upper beam exterior sheathing flitch with the distance of two other ends of parallel flitch.
7. beam side anchor clamps as claimed in claim 5 is characterized in that: the length of two parallel flitches (1,2) is 800mm to 1000mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200594476U CN201202276Y (en) | 2008-06-06 | 2008-06-06 | Beam side panels fixture |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200594476U CN201202276Y (en) | 2008-06-06 | 2008-06-06 | Beam side panels fixture |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201202276Y true CN201202276Y (en) | 2009-03-04 |
Family
ID=40424589
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008200594476U Expired - Fee Related CN201202276Y (en) | 2008-06-06 | 2008-06-06 | Beam side panels fixture |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201202276Y (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 |
| CN108678368A (en) * | 2018-05-31 | 2018-10-19 | 中国二十二冶集团有限公司 | Small-sized beam body fixing templates and construction method |
| CN109025273A (en) * | 2018-07-30 | 2018-12-18 | 北京首钢建设集团有限公司 | A kind of concrete beam mould board fixing clamp construction method |
-
2008
- 2008-06-06 CN CNU2008200594476U patent/CN201202276Y/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 |
| CN108678368A (en) * | 2018-05-31 | 2018-10-19 | 中国二十二冶集团有限公司 | Small-sized beam body fixing templates and construction method |
| CN109025273A (en) * | 2018-07-30 | 2018-12-18 | 北京首钢建设集团有限公司 | A kind of concrete beam mould board fixing clamp construction method |
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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: 20090304 Termination date: 20160606 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |