CN204571098U - A kind of hanging rotary type split heads for controlling thickness of slab and topping - Google Patents
A kind of hanging rotary type split heads for controlling thickness of slab and topping Download PDFInfo
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- CN204571098U CN204571098U CN201520139345.5U CN201520139345U CN204571098U CN 204571098 U CN204571098 U CN 204571098U CN 201520139345 U CN201520139345 U CN 201520139345U CN 204571098 U CN204571098 U CN 204571098U
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- slab
- hook
- thickness
- split heads
- rotary type
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Abstract
The utility model discloses a kind of hanging rotary type split heads for controlling thickness of slab and topping; comprise barricades support; the height of described barricades support is equal with the thickness of slab of floor; described barricades support comprises the supporting leg at two ends and connects the connection bracket of two ends supporting leg; described connection bracket is rotationally connected jug; the Lower Half of described handle is provided with the first hook and the second hook from top to bottom successively; described first hook is for placing floor lower rebar, and described second hook is for placing floor upper reinforcement.The utility model effectively achieves the control to slab thickness in concrete placings process, improves efficiency.
Description
Technical field
The utility model relates to building construction technology.
Background technology
The patent No. be 200920220452.5 Chinese utility model patent disclose a kind of steel bar horse-shaped bench on September 15th, 2010, it comprises longitudinal bi-steel, horizontal bi-steel, split heads, cushion block, tied silk and template platform; Longitudinal bi-steel and horizontal bi-steel cross interlock colligation on template platform, split heads) to be positioned on longitudinal bi-steel upper strata on rubber band with " horseback riding type ", split heads bipod is down through rubber band under horizontal bi-steel upper strata, longitudinal bi-steel between split heads bipod and horizontal bi-steel intersection lower floor are placed with cushion block, the bipod point of split heads is seated on template platform, and split heads and longitudinal bi-steel and horizontal bi-steel intersection are bound by tied silk.This is a kind of split heads of traditional structure, exists and does not allow easily detachable shortcoming, be also unfavorable for repeatedly reusing
Utility model content
Technical problem to be solved in the utility model is just to provide a kind of hanging rotary type split heads for controlling thickness of slab and topping, easy for installation, easily dismantles, can reuse.
For solving the problems of the technologies described above; the utility model adopts following technical scheme: a kind of hanging rotary type split heads for controlling thickness of slab and topping; comprise barricades support; the height of described barricades support is equal with the thickness of slab of floor; described barricades support comprises the supporting leg at two ends and connects the connection bracket of two ends supporting leg; described connection bracket is rotationally connected jug; the Lower Half of described handle is provided with the first hook and the second hook from top to bottom successively; described first hook is for placing floor lower rebar, and described second hook is for placing floor upper reinforcement.
Preferably, described supporting leg is inverted U structure.
Preferably, described connection bracket is yi word pattern structure.
Preferably, described connection bracket is having steel sleeve with handle link position moving sleeve, and described handle welds with steel sleeve.
The technical solution adopted in the utility model, barricades support is for being supported on slab form, the height of barricades support is equal with the thickness of slab of floor, therefore during concrete placings, can control slab thickness according to barricades support height when constructor flattens, effectively achieve the control to slab thickness in concrete placings process, improve efficiency; In addition, barricades support is rotatably connected with the handle of hook, floor lower rebar is positioned on the first hook bottom handle, and floor upper reinforcement is positioned on second hook at middle part on handle, on handle, lower draw-bar spacing can be determined according to on-the-spot floor bar spacing, after concrete has flattened, before concrete initial set, constructor has rotated rotating handles, the landing from handle hook of plate muscle, take out split heads, clean out remaining concrete above split heads, to reuse.
To sum up, major advantage of the present utility model is: 1, ensure that the concrete cover thickness of muscle and lower rebar is born on floor top; 2, slab thickness is controlled; 3, the spacing of control panel lower rebar and top negative bending moment rib; 4, can repeatedly utilize; 5, make material simple, cost is low, and manual operation is easy.
Accompanying drawing explanation
Below in conjunction with the drawings and specific embodiments, the utility model is further described:
Fig. 1 is structural representation of the present utility model.
Detailed description of the invention
As shown in Figure 1; a kind of hanging rotary type split heads for controlling thickness of slab and topping; comprise barricades support; the height of described barricades support is equal with the thickness of slab of floor; described barricades support comprises the supporting leg 3 at two ends and connects the connection bracket 4 of two ends supporting leg; described connection bracket is rotationally connected jug 2; the Lower Half of described handle is provided with the first hook 5 and the second hook 6 from top to bottom successively; described first hook is for placing floor lower rebar, and described second hook is for placing floor upper reinforcement.
Wherein, described supporting leg is inverted U structure.Described connection bracket is yi word pattern structure.Described connection bracket is having steel sleeve 1 with handle link position moving sleeve, and described handle welds with steel sleeve, achieves being rotatably connected of handle and barricades support.
The utility model main material adopts the short material of φ 10 ~ φ 12mm reinforcing bar that cannot use in engineering produced in steel bar meter process, reasonably make use of waste material, and can reuse, greatly saved cost.After the colligation of plate muscle completes, split heads is born muscle direction perpendicular to plate and is put, barricades support need directly be supported on slab form, apart from beam, wall 300 ~ 500mm starts to lay, two split heads spacing are preferably 600 ~ 800mm, apart from span centre wall, post, beam 300 ~ 500mm stops arranging, split heads is positioned at above plate muscle, plate muscle should be positioned at immediately below yi word pattern support, rotate and carry on handle, floor lower rebar is positioned on the first hook bottom handle, floor upper reinforcement is positioned on second hook at middle part on handle, due to the same thickness of slab of barricades support height, during concrete placings, can control slab thickness according to barricades support height when constructor flattens, effectively achieve the control to slab thickness in concrete placings process, accelerate efficiency, after concrete has flattened, before concrete initial set, constructor rotates rotating handles, the landing from handle hook of plate muscle, take out split heads, clean out remaining concrete above split heads, to reuse.
Claims (4)
1. one kind for controlling the hanging rotary type split heads of thickness of slab and topping; comprise barricades support; it is characterized in that: the height of described barricades support is equal with the thickness of slab of floor; described barricades support comprises the supporting leg at two ends and connects the connection bracket of two ends supporting leg; described connection bracket is rotationally connected jug; the Lower Half of described handle is provided with the first hook and the second hook from top to bottom successively; described first hook is for placing floor lower rebar, and described second hook is for placing floor upper reinforcement.
2. a kind of hanging rotary type split heads for controlling thickness of slab and topping according to claim 1, is characterized in that: described supporting leg is inverted U structure.
3. a kind of hanging rotary type split heads for controlling thickness of slab and topping according to claim 2, is characterized in that: described connection bracket is yi word pattern structure.
4. a kind of hanging rotary type split heads for controlling thickness of slab and topping according to claim 3, is characterized in that: described connection bracket is having steel sleeve with handle link position moving sleeve, and described handle welds with steel sleeve.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520139345.5U CN204571098U (en) | 2015-03-12 | 2015-03-12 | A kind of hanging rotary type split heads for controlling thickness of slab and topping |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520139345.5U CN204571098U (en) | 2015-03-12 | 2015-03-12 | A kind of hanging rotary type split heads for controlling thickness of slab and topping |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204571098U true CN204571098U (en) | 2015-08-19 |
Family
ID=53863759
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520139345.5U Expired - Fee Related CN204571098U (en) | 2015-03-12 | 2015-03-12 | A kind of hanging rotary type split heads for controlling thickness of slab and topping |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204571098U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108104378A (en) * | 2018-01-16 | 2018-06-01 | 中冶建工集团有限公司 | Upper strata plate face Joint Re-bar Construction |
-
2015
- 2015-03-12 CN CN201520139345.5U patent/CN204571098U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108104378A (en) * | 2018-01-16 | 2018-06-01 | 中冶建工集团有限公司 | Upper strata plate face Joint Re-bar Construction |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150819 Termination date: 20160312 |