CN220353436U - Tool type steel bar support frame for binding cast-in-situ concrete beam steel bars - Google Patents
Tool type steel bar support frame for binding cast-in-situ concrete beam steel bars Download PDFInfo
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- CN220353436U CN220353436U CN202322101894.0U CN202322101894U CN220353436U CN 220353436 U CN220353436 U CN 220353436U CN 202322101894 U CN202322101894 U CN 202322101894U CN 220353436 U CN220353436 U CN 220353436U
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- support
- rods
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- vertical
- vertical rod
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 53
- 239000010959 steel Substances 0.000 title claims abstract description 53
- 238000011065 in-situ storage Methods 0.000 title claims abstract description 8
- 230000002787 reinforcement Effects 0.000 claims description 16
- 238000010276 construction Methods 0.000 abstract description 9
- 239000000463 material Substances 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 125000004122 cyclic group Chemical group 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Abstract
A instrument formula steel bar support frame for cast-in-situ concrete beam steel bar ligature, its characterized in that: the support frame is formed by connecting a plurality of support units through support rods and lifting rods, the support units comprise vertical rods, lateral supports and bases, the bottoms of the vertical rods are fixedly connected with the bases, the upper parts of the vertical rods are connected with each other through the lifting rods, and the middle parts of the vertical rods are connected with each other through the support rods; the support rod is provided with scale values, the upper part of the vertical rod is provided with a connecting hole, the lifting rod is connected with the vertical rod through the connecting hole, the middle part of the vertical rod is vertically provided with a plurality of height adjusting holes, the support rod passes through the height adjusting holes to be connected with the vertical rod to be vertically adjustable, the lateral supports are symmetrically arranged on two sides of the vertical rod, one end of each lateral support is connected with the base, and the other end of each lateral support is connected with the vertical rod. Can be rapidly disassembled on site, can be repeatedly used, is convenient for construction, improves the construction efficiency and reduces the working strength.
Description
Technical Field
The utility model relates to the technical field of civil engineering construction, in particular to a tool type steel bar support frame for binding steel bars of a cast-in-situ concrete beam.
Background
1. Before pouring concrete beams, the steel bars are bound into a steel bar cage, the distance between the steel bars is accurately positioned when the steel bar cage is bound, the distance between the steel bars is difficult to judge manually, and if the distance between the steel bars is wrong, the steel bars are bound again. This binding process consumes a lot of manpower.
2. For the traditional beam steel bar binding support, the beam steel bar binding support needs to be welded on site, the welded beam steel bar binding support is difficult to bind to the same height, steel bars cannot be bound to the desired height, and the welded support cannot be reused after being used, so that material waste can be caused.
Disclosure of Invention
In order to overcome the problems in the prior art, the utility model provides a tool type support frame for binding reinforcing steel bars, which is used for realizing the purposes of reusability, light weight, environmental protection, high construction speed, low construction cost and the like.
In order to achieve the above object, the present utility model provides a tool type reinforcement support for binding reinforcement of cast-in-situ concrete beam, which is characterized in that: the support frame is formed by connecting a plurality of support units through support rods and lifting rods, the support units comprise vertical rods, lateral supports and bases, the bottoms of the vertical rods are fixedly connected with the bases, the upper parts of the vertical rods are connected with each other through the lifting rods, and the middle parts of the vertical rods are connected with each other through the support rods; the support rod is provided with scale values, the upper part of the vertical rod is provided with a connecting hole, the lifting rod is connected with the vertical rod through the connecting hole, the middle part of the vertical rod is vertically provided with a plurality of height adjusting holes, the support rod passes through the height adjusting holes to be connected with the vertical rod to be vertically adjustable, the lateral supports are symmetrically arranged on two sides of the vertical rod, one end of each lateral support is connected with the base, and the other end of each lateral support is connected with the vertical rod.
Further, the lateral support is a curved channel steel, the opening of the channel steel is downward, the upright posts are symmetrically provided with connecting seats, one end of the channel steel is connected with the connecting seats, and the other end of the channel steel is connected with the connecting seats on the base.
Further, a plurality of steel bar support brackets are connected to the support rod in a sliding mode, and the distance between binding steel bars is controlled by the steel bar support brackets through scales of the support rod.
The tool type steel bar support frame for binding the cast-in-situ concrete beam steel bars can be assembled and reused on site, so that the problem that the traditional steel bar binding frame needs to be welded on a construction site can be effectively solved, and environmental pollution is reduced. And because of adopting bolted connection, construction is convenient, and is simple high-efficient, can dismantle after the use, cyclic utilization has solved some reinforcement ligature frames and can't be dismantled after the use, causes the extravagant problem of a large amount of materials. The utility model can also solve the problem that the traditional support beam reinforcement bar cannot be positioned in site construction, and can also effectively solve the problem that the beam reinforcement cage cannot be integrally lowered and the single-point lowering causes integral deformation in the construction of the support beam reinforcement bar. In addition, the height of the binding steel bars can be adjusted, and binding of more types of beam steel bars can be completed.
Drawings
FIG. 1 is an exploded view of a tool-type reinforcement support bracket for reinforcement of cast-in-place concrete beams;
FIG. 2 is a detailed view of the support bar;
FIG. 3 is a diagram showing the overall effect of the structure of the present utility model;
in the figure: the vertical rod 1, the height adjusting hole 101, the lateral support 2, the base 3, the connecting seat 301, the supporting rod 4, the lifting rod 5, the steel bar supporting bracket 6, the thimble screw 601 and the connecting bolt 7.
Detailed Description
The present utility model will be described in detail with reference to the accompanying drawings.
Referring to fig. 1-3, the utility model provides a tool type reinforcement support frame for binding reinforcement of a cast-in-situ concrete beam, which is mainly formed by connecting a plurality of support units through support rods 4 and lifting rods 5, wherein the support units comprise upright rods 1, lateral supports 2 and a base 3.
The upright 1 is connected to the base 3 in a socket connection manner and is fixed through bolts; the lateral support 2 is connected to the upright 1 and the base 3 through socket and bolt; the two combined structures are used together to form a supporting frame, and the supporting rod 4 and the lifting rod 5 are placed in reserved hole positions below and above.
The support rod 4 is sleeved with a steel bar support 6, steel bars to be bound can be placed on the support rod, the number of the steel bar support supports can be placed according to the number of the steel bars to be bound, the steel bar support supports are fixed on the support rod 4 through thimble screws 601, and scales are carved on the support rod to determine the distance between the steel bars.
The support bar can move up and down through the height adjusting hole 101 left on the side surface of the vertical rod 1, the height from the ground is carved on the side surface of the vertical rod 1, and the support bar can be placed into a groove with a desired height.
In the utility model, a plurality of groups of supporting units are used simultaneously in actual engineering, after the whole steel bar frame is bound, the steel bar frame is lifted by using a chain block, a block hook is fixed on a lifting rod 5, the steel bar frame is lifted upwards by using the block, a supporting frame 4 is taken out, and then the steel bars are jointly operated by the block on the supporting frame, so that the steel bars are lifted and fall together, and the whole beam steel bar cage is smoothly placed in a template.
It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present utility model may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are, therefore, to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Claims (4)
1. A instrument formula steel bar support frame for cast-in-situ concrete beam steel bar ligature, its characterized in that: the support frame is formed by connecting a plurality of support units through support rods and lifting rods, the support units comprise vertical rods, lateral supports and bases, the bottoms of the vertical rods are fixedly connected with the bases, the upper parts of the vertical rods are connected with each other through the lifting rods, and the middle parts of the vertical rods are connected with each other through the support rods; the support rod is provided with scale values, the upper part of the vertical rod is provided with a connecting hole, the lifting rod is connected with the vertical rod through the connecting hole, the middle part of the vertical rod is vertically provided with a plurality of height adjusting holes, the support rod passes through the height adjusting holes to be connected with the vertical rod to be vertically adjustable, the lateral supports are symmetrically arranged on two sides of the vertical rod, one end of each lateral support is connected with the base, and the other end of each lateral support is connected with the vertical rod.
2. A tool-type reinforcement support for reinforcement of cast-in-place concrete beams as set forth in claim 1, wherein: the side direction supports to be curved channel-section steel, and the channel-section steel opening is downwards, and the symmetry is equipped with the connecting seat in the pole setting, channel-section steel one end is connected with the connecting seat, and the other end is connected with the connecting seat on the base.
3. A tool-type reinforcement support for reinforcement of cast-in-place concrete beams as set forth in claim 1, wherein: the support rods are connected with a plurality of steel bar support brackets in a sliding manner, and the steel bar support brackets control the interval of binding steel bars through scales of the support rods.
4. A tool-type reinforcement support for reinforcement of cast-in-place concrete beams as set forth in claim 1, wherein: the support rod is provided with scales to determine the distance between binding steel bars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322101894.0U CN220353436U (en) | 2023-08-07 | 2023-08-07 | Tool type steel bar support frame for binding cast-in-situ concrete beam steel bars |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322101894.0U CN220353436U (en) | 2023-08-07 | 2023-08-07 | Tool type steel bar support frame for binding cast-in-situ concrete beam steel bars |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220353436U true CN220353436U (en) | 2024-01-16 |
Family
ID=89503280
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322101894.0U Active CN220353436U (en) | 2023-08-07 | 2023-08-07 | Tool type steel bar support frame for binding cast-in-situ concrete beam steel bars |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220353436U (en) |
-
2023
- 2023-08-07 CN CN202322101894.0U patent/CN220353436U/en active Active
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