CN104863356A - Tool used for reinforcing beam side formwork - Google Patents
Tool used for reinforcing beam side formwork Download PDFInfo
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- CN104863356A CN104863356A CN201510286117.5A CN201510286117A CN104863356A CN 104863356 A CN104863356 A CN 104863356A CN 201510286117 A CN201510286117 A CN 201510286117A CN 104863356 A CN104863356 A CN 104863356A
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- steel
- beam side
- sleeve
- screw mandrel
- framework
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Abstract
The invention provides a tool used for reinforcing a beam side formwork aiming at defects in the prior art. The tool comprises a frame body, sleeves, lead screws, a steel lining and a steel angle. The frame body is an annular member in an ellipse similarly, the two ends of the frame body in the long axis direction are each provided with a through hole, one sleeve is arranged at the position, located on an opening in the outer side of each through hole, of the frame body, and the sleeves are round pipes with internal threads; one lead screw is movably connected into each sleeve, the steel lining is fixedly connected to the outer end of one lead screw, the steel angle is fixedly connected to the outer end of the other lead screw, and the lead screw connected with the steel lining and the lead screw connected with the steel angle can be screwed in or out of the sleeves. The tool has the advantages that fast and reliable reinforcement and fast disassembly between the beam side formwork and a vertical rod can be achieved, the stability of the beam side formwork is improved, safety risks are reduced, and construction cost is saved.
Description
Technical field
The invention belongs to technical field of buildings, be specifically related to a kind of instrument reinforced for beam side.
Background technology
Along with the fast development of national economy, the building of various structure types emerges in an endless stream.In work progress, in building, various types of beam forms all will carry out consolidation process, particularly before concreting, in order to prevent the mould that rises, stupefiedly must to reinforce the master of beam forms is stupefied or secondary.
At present conventional method to adopt under the stupefied and side template die plate of the flitch of certain length wedging beam side master between vertical rod or the steel pipe that intercepts certain length adopts the stupefied and vertical rod of fastener tie-beam side form master to carry out the reinforcing of beam forms.There is technological deficiency in the method: after 1, vertical rod and template are set up, and just can carry out the wedging of flitch or the connection of steel tube fastener, operating space is narrow and small, inefficiency, claim for eot.2, because the inner template of support body, rod member are intensive, there is the security risks such as high pendant in flitch, steel pipe, fastener in transport installation process.3, reinforcement amount is large, and construction quality is difficult to ensure, easily produces hidden danger to the quality of setting up of beam body template.4, construction cost is high, and the material usages such as the flitch adopted in reinforcing process and steel pipe are comparatively large, and are subject to the impact of support body vertical pole ' s span, and most of material can not reuse, and disposable flat cost drops into larger.
For this reason, need to propose the deficiency that a kind of new equipment solves above-mentioned traditional scheme.
Summary of the invention
For the above-mentioned deficiency of prior art, the invention provides a kind of instrument reinforced for beam side, its concrete structure is:
For the instrument that beam side is reinforced, comprise framework 1, sleeve 2, screw mandrel 3, steel lining 4 and angle steel 5 and form.Described framework 1 is the ring junction component of approximate ellipsoidal.1 through hole is respectively had at the two ends of framework 1 long axis direction.The framework 1 of each through hole outer openings is equipped with 1 sleeve 2.Described sleeve 2 is for establishing female pipe.A rhizoid bar 3 is all connected with in each sleeve 2.The outer end of a screw mandrel 3 is fixedly connected with steel lining 4 wherein, is fixedly connected with angle steel 5 in the outer end of another screw mandrel 3.The screw mandrel 3 being connected with steel lining 4, the screw mandrel 3 being connected with angle steel 5 all can screw in from sleeve 2 or screw out.
This technological invention point is:
The present invention can solution realize fast and reliable reinforcing between side template and vertical rod, fast dismantling except, improve the stability of beam body template, reduce security risk, save the problems such as construction cost.
The framework 1 that the present invention adopts zinc-plated antirust steel to make, its two ends are respectively threaded sleeve 2, sleeve 2 can screw in the screw mandrel 3 of the steel lining 4 of an end band circular arc respectively, the screw mandrel 3 of one end band angle steel 5, by rotating oval frame 1, two ends screw mandrel 3 can be made to stretch out outside oval frame, thus reach the effect of reinforcing and holding out against object.
Accompanying drawing explanation
Fig. 1 is schematic perspective view of the present invention.
Fig. 2 is framework 1 and sleeve 2 schematic perspective view in Fig. 1.
Fig. 3 is the schematic perspective view of the screw mandrel 3 being connected with steel lining 4.
Fig. 4 is the schematic perspective view of the screw mandrel 3 being connected with angle steel 5.
Fig. 5 is using state schematic diagram of the present invention.
Detailed description of the invention
Now be described with reference to the accompanying drawings design feature of the present invention.
See Fig. 1, a kind of instrument reinforced for beam side: comprise framework 1, sleeve 2, screw mandrel 3, steel lining 4 and angle steel 5 and form.See Fig. 2, described framework 1 is the ring junction component of approximate ellipsoidal.1 through hole is respectively had at the two ends of framework 1 long axis direction.The framework 1 of each through hole outer openings is equipped with 1 sleeve 2.Described sleeve 2 is for establishing female pipe.A rhizoid bar 3 is all connected with in each sleeve 2.The outer end of a screw mandrel 3 is fixedly connected with steel lining 4 wherein, is fixedly connected with angle steel 5 in the outer end of another screw mandrel 3.Namely the screw mandrel 3 being connected with steel lining 4, the screw mandrel 3 being connected with angle steel 5 all can screw in from sleeve 2 or screw out.
Furtherly, the length of framework 1 is 400mm, and wide is 150mm.
Furtherly, the internal diameter of sleeve 2 is 16mm.
See Fig. 3, furtherly, steel lining 4 is hemicycle tubulose.The radial outer wall of steel lining 4 is connected with the end of screw mandrel 3.
See Fig. 4, furtherly, angle steel 5 is L-shaped.The outer wall of a right-angle side of angle steel 5 is connected with the end of screw mandrel 3.
Furtherly, framework 1 adopts zinc-plated antirust steel.
Embodiment:
See Fig. 5, be placed between beam side master stupefied (the support body steel pipe 7 in Fig. 5) and side template die plate (flitch in Fig. 5 secondary stupefied 6) by of the present invention for beam side reinforcement tools; Wherein, beam side master is stupefied in vertical cylindric, contacts with the screw mandrel 3 being connected with steel lining 4; Side template die plate is the rectangular block of horizontal positioned, contacts with the screw mandrel 3 being connected with angle steel 5; By rotating framework 1, the screw mandrel 3 making to be connected with steel lining 4, be connected with angle steel 5 screw mandrel 3 relatively framework 1 strut, thus stupefied for beam side master and side template die plate to be supported.
Adopt the present invention can play convenient construction, reduction of erection time, saving material, reduce costs.Improve the quality of beam die plate reinforcing simultaneously, decrease security risk.Especially outstanding behaviours is in following:
1, use this instrument at the construction field (site), can avoid using flitch or intercepting short steel pipes reinforcing, and can reuse, cost-saving.
2, this tool assemble is quick, connects simple, convenient transportation, easy to operate, can efficiency of construction in raising process greatly.
3, this instrument is firm to reinforcing between template and vertical rod, and it is convenient to check, dismounting is quick, greatly reduces the security risk in work progress and hidden danger.
Claims (6)
1. for the instrument that beam side is reinforced, it is characterized in that: comprise framework (1), sleeve (2), screw mandrel (3), steel lining (4) and angle steel (5) and form; The ring junction component that described framework (1) is approximate ellipsoidal; 1 through hole is respectively had at the two ends of framework (1) long axis direction; The framework (1) of each through hole outer openings is equipped with 1 sleeve (2); Described sleeve (2) is for establishing female pipe; A rhizoid bar (3) is all connected with in each sleeve (2); The outer end of a screw mandrel (3) is fixedly connected with steel lining (4) wherein, is fixedly connected with angle steel (5) in the outer end of another screw mandrel (3); Namely the screw mandrel (3) being connected with steel lining (4), the screw mandrel (3) being connected with angle steel (5) all can screw in from sleeve (2) or screw out.
2. a kind of instrument reinforced for beam side according to claim 1, it is characterized in that: the length of framework (1) is 400mm, wide is 150mm.
3. a kind of instrument reinforced for beam side according to claim 1, is characterized in that: the internal diameter of sleeve (2) is 16mm.
4. a kind of instrument reinforced for beam side according to claim 1, is characterized in that: steel lining (4) is hemicycle tubulose; The radial outer wall of steel lining (4) is connected with the end of screw mandrel (3).
5. a kind of instrument reinforced for beam side according to claim 1, is characterized in that: angle steel (5) is L-shaped; The outer wall of a right-angle side of angle steel (5) is connected with the end of screw mandrel (3).
6. a kind of instrument reinforced for beam side according to claim 1, is characterized in that: framework (1) adopts zinc-plated antirust steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510286117.5A CN104863356A (en) | 2015-05-29 | 2015-05-29 | Tool used for reinforcing beam side formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510286117.5A CN104863356A (en) | 2015-05-29 | 2015-05-29 | Tool used for reinforcing beam side formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104863356A true CN104863356A (en) | 2015-08-26 |
Family
ID=53909487
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510286117.5A Pending CN104863356A (en) | 2015-05-29 | 2015-05-29 | Tool used for reinforcing beam side formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104863356A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105544976A (en) * | 2015-12-29 | 2016-05-04 | 国家电网公司 | Gallery side wall formwork positioning device and method |
| CN107795125A (en) * | 2017-11-28 | 2018-03-13 | 广州市快易模板工程有限公司 | A kind of construction package supported for beam forms with reinforcing connection |
-
2015
- 2015-05-29 CN CN201510286117.5A patent/CN104863356A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105544976A (en) * | 2015-12-29 | 2016-05-04 | 国家电网公司 | Gallery side wall formwork positioning device and method |
| CN107795125A (en) * | 2017-11-28 | 2018-03-13 | 广州市快易模板工程有限公司 | A kind of construction package supported for beam forms with reinforcing connection |
| CN107795125B (en) * | 2017-11-28 | 2024-04-12 | 广州市快易模板工程有限公司 | A structural component for beam form supports and consolidates and be connected |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| EXSB | Decision made by sipo to initiate substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB03 | Change of inventor or designer information |
Inventor after: Nie Yong Inventor after: Tong Pengcheng Inventor after: Chen Xiaowen Inventor after: Dong Yannan Inventor after: Gao Yuan Inventor after: Liu Kui Inventor before: Tong Pengcheng Inventor before: Chen Xiaowen Inventor before: Gao Yuan Inventor before: Wang Genjie Inventor before: Nie Yong |
|
| COR | Change of bibliographic data | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20150826 |