CN212656556U - Beam outer side template reinforcing device - Google Patents
Beam outer side template reinforcing device Download PDFInfo
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- CN212656556U CN212656556U CN202020613685.8U CN202020613685U CN212656556U CN 212656556 U CN212656556 U CN 212656556U CN 202020613685 U CN202020613685 U CN 202020613685U CN 212656556 U CN212656556 U CN 212656556U
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- template
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- screw
- roof beam
- outer side
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Abstract
The utility model discloses a roof beam outside template reinforcement ware, including setting up two fossil fragments outside the roof beam outside template, two be equipped with a plurality of flitch secondary joist, two between fossil fragments and the roof beam outside template fossil fragments are fixed with roof beam outside template through a plurality of template reinforcement ware, concrete has been pour in the template of the roof beam outside. The utility model discloses can accurately guarantee roof beam cross-sectional dimension, consolidate firmly, prevent the mould that rises.
Description
Technical Field
The utility model relates to a reinforcing apparatus technical field especially relates to roof beam outside template reinforcement ware.
Background
Usually, the reinforcing of the inner beam template is reinforced by means of floor templates at two sides of the beam template and the secondary keel of the floor template, but the outer side template of the outer beam does not have the floor template and the secondary keel of the floor template, so that the outer side template of the outer beam is not easy to reinforce and is easy to expand.
When the existing beam outer side template is reinforced, the inner side of the beam is supported by a cement jacking rod, the outer side of the beam is pulled by an iron wire, when the beam is reinforced by the iron wire, the tightness degree of the iron wire cannot be accurately controlled, and under the action of the side pressure of concrete on the beam side template, the beam side template is easy to generate uneven deformation, so that the local expansion of the beam side template is caused, and the cross-sectional dimension of the beam is influenced.
To this end, we propose a beam outside form stiffener to solve the above problems.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the problem of influencing the cross-sectional dimension of the local expansion die of the side beam template in the prior art and providing a reinforcing device for the template outside the beam.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
roof beam outside template reinforcement ware, including setting up two fossil fragments outside the roof beam outside template, two be equipped with a plurality of flitch secondary joist between fossil fragments and the roof beam outside template, two fossil fragments are fixed with roof beam outside template through a plurality of template reinforcement ware, concrete has been pour in the roof beam outside template.
Preferably, the template reinforcement ware includes one section screw rod and two sections screw rods, one section screw rod is located between two fossil fragments and runs through flitch secondary joist and roof beam outside template setting, the one end of two sections screw rods be equipped with one section screw rod phase-match get the nut, the other end fixedly connected with fixed plate of two sections screw rods, the fixed plate passes through nail and roof beam outside template fixed connection, nut and one section screw rod threaded connection, one section screw rod overcoat is equipped with mountain type card and nut, nut thread bush is equipped with outside one section screw rod.
Preferably, the first section of screw rod and the second section of screw rod both adopt M screw rods, and the nut adopts M nuts.
Preferably, both ends of the mountain-shaped clamp are both in bending arrangement, and the mountain-shaped clamp is matched with the two keels.
Preferably, the keel is made of a steel pipe.
Compared with the prior art, the beneficial effects of the utility model are that:
the utility model discloses a two segmentation are connected, and one section is connected with fossil fragments, makes reinforcing power evenly distributed on fossil fragments and flitch secondary joist, and one section is connected with the two-section and makes the two-section not only play the shore but also play the effect of dragging and draw, can accurately guarantee roof beam cross-sectional dimension, and consolidates firmly, can effectively prevent the mould that rises, adopts two segmentation bolted connection simultaneously, can play good reinforcement effect, can have enough to meet the need one section bolt again and use.
The utility model discloses can accurately guarantee roof beam cross-sectional dimension, consolidate firmly, prevent the mould that rises.
Drawings
Fig. 1 is a schematic reinforcing section view of a beam outer side template reinforcing device provided by the present invention;
fig. 2 is a schematic plane view of the reinforcement of the beam outer side formwork reinforcement device provided by the present invention;
fig. 3 is the utility model provides a template reinforcement ware's decomposition schematic diagram in roof beam outside template reinforcement ware.
In the figure: the concrete slab comprises a beam outer side template 1, a keel 2, a template reinforcing device 3, concrete 4, a section of screw rod 5, a section of screw rod 6, a section of screw rod 7, a nut 8, a fixing plate 9, a nut 10, a mountain-shaped clamp and a batten 11.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.
Referring to fig. 1-3, roof beam outside template reinforcement ware, including setting up two fossil fragments 2 outside roof beam outside template 1, it needs to explain that, fossil fragments 2 adopt the steel pipe material, are equipped with a plurality of wooden square secondary fossil fragments 11 between two fossil fragments 2 and the roof beam outside template 1, and two fossil fragments 2 are fixed with roof beam outside template 1 through a plurality of template reinforcement wares 3, and is concrete, and template reinforcement ware 3 includes one section screw rod 5 and two sections screw rod 6, it needs to explain that, one section screw rod 5 and two sections screw rod 6 all adopt the M12 screw rod, and nut 9 adopts the M12 nut.
The utility model discloses in, one section screw rod 5 is located between two fossil fragments 2 and runs through flitch secondary joist 11 and the setting of roof beam outside template 1, the one end of two-section screw rod 6 is equipped with and gets nut 7 with one section screw rod 5 phase-match, the other end fixedly connected with fixed plate 8 of two-section screw rod 6, fixed plate 8 passes through nail and 1 fixed connection of roof beam outside template, nut 7 and one section screw rod 5 threaded connection, 5 overcoat of one section screw rod are equipped with mountain type card 10 and nut 9, it is worth mentioning that one is carried, mountain type card 10's both ends all are crooked setting, and mountain type card 10 and two fossil fragments 2 phase-matches, nut 9 thread bush is equipped with outside one section screw rod 5, concrete 4 has been pour in the roof beam outside template.
The utility model discloses a two segmentation are connected, and one section is connected with fossil fragments, makes reinforcing power evenly distributed on fossil fragments and flitch secondary joist, and one section is connected with the two-section and makes the two-section not only play the shore but also play the effect of dragging.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (5)
1. Roof beam outside template reinforcement ware, including setting up two fossil fragments (2) outside roof beam outside template (1), its characterized in that, two be equipped with a plurality of wood square keel (11) between fossil fragments (2) and roof beam outside template (1), two fossil fragments (2) are fixed with roof beam outside template (1) through a plurality of template reinforcement ware (3), roof beam outside template (1) built-in has concrete (4).
2. The reinforcement device for the beam outer side formwork according to claim 1, wherein the formwork reinforcement device (3) comprises a section of screw (5) and a section of screw (6), the section of screw (5) is located between the two keels (2) and penetrates through the square secondary keel (11) and the beam outer side formwork (1), a nut (7) matched with the section of screw (5) is arranged at one end of the section of screw (6), a fixing plate (8) is fixedly connected to the other end of the section of screw (6), the fixing plate (8) is fixedly connected with the beam outer side formwork (1) through a nail, the nut (7) is in threaded connection with the section of screw (5), a mountain-shaped clamp (10) and a nut (9) are sleeved outside the section of screw (5), and the nut (9) is sleeved outside the section of screw (5).
3. The beam outer formwork stiffener of claim 2, wherein the first section of screw (5) and the second section of screw (6) are both M12 screws and the nut (9) is M12 nuts.
4. The reinforcement device for the template on the outer side of the beam as claimed in claim 2, wherein both ends of the mountain-shaped clip (10) are bent, and the mountain-shaped clip (10) is matched with the two keels (2).
5. The reinforcement device for the template on the outer side of the beam as claimed in claim 1, wherein the keel (2) is made of a steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020613685.8U CN212656556U (en) | 2020-04-22 | 2020-04-22 | Beam outer side template reinforcing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020613685.8U CN212656556U (en) | 2020-04-22 | 2020-04-22 | Beam outer side template reinforcing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212656556U true CN212656556U (en) | 2021-03-05 |
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ID=74765233
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020613685.8U Active CN212656556U (en) | 2020-04-22 | 2020-04-22 | Beam outer side template reinforcing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212656556U (en) |
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2020
- 2020-04-22 CN CN202020613685.8U patent/CN212656556U/en active Active
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