CN210498148U - Precast beam steel reinforcement cage ligature frock - Google Patents
Precast beam steel reinforcement cage ligature frock Download PDFInfo
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- CN210498148U CN210498148U CN201921266032.0U CN201921266032U CN210498148U CN 210498148 U CN210498148 U CN 210498148U CN 201921266032 U CN201921266032 U CN 201921266032U CN 210498148 U CN210498148 U CN 210498148U
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- reinforcement cage
- steel reinforcement
- precast beam
- screw rod
- beam steel
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Abstract
The utility model discloses a precast beam steel reinforcement cage ligature frock mainly solves the current roof beam steel reinforcement cage ligature that exists among the prior art when the ligature, and the reinforcing bar location has certain deviation, is difficult to discover after concrete placement, makes the problem of prefabricated component buried the potential safety hazard. The precast beam reinforcement cage binding tool comprises bottom pull rods which are arranged in parallel; the top of the pull rod is detachably connected with a screw rod, and a plurality of hoops with openings are rotatably connected to the screw rod; the openings of the hoops are respectively connected with lug plates which are parallel to each other, and a placing groove is defined between the two lug plates; the lower parts of the lug plates are provided with connecting holes, and the two lug plates are connected through bolts; and a support rod is arranged on the bolt between the two placing grooves on the same horizontal straight line. By the proposal, the utility model discloses reached the accurate positioning of realizing the roof beam reinforcing bar, got rid of the purpose because of the potential safety hazard that reinforcing bar positioning deviation caused, had very high practical value and spreading value.
Description
Technical Field
The utility model belongs to the technical field of the assembly type structure frock and specifically relates to a precast beam steel reinforcement cage ligature frock is related to.
Background
With the development of modern industrial technology, building houses can be manufactured in sets in batches like car building. The prefabricated house components are transported to a construction site to be assembled and connected. Since 2015, national assembly type building planning is intensively produced, and the need of vigorously developing assembly type buildings to promote industrial structure adjustment and upgrading is proposed; the method makes clear for the development of the assembly type building and the steel structure key area, the future assembly type building occupation ratio new building target and the key development city.
At present, a prefabricated part manufacturer mostly adopts a simple tool to bind a beam reinforcement cage, a certain deviation exists in reinforcement positioning during binding, and the potential safety hazard is buried in the prefabricated part which is difficult to find after concrete is poured; this kind of frock adopts welded fastening, only is applicable to the roof beam steel reinforcement cage of a kind of dimensions, and when new specification steel reinforcement cage need add man-hour, must make corresponding frock again, causes very big waste, perhaps will just use original frock, causes the steel reinforcement cage ligature quality to reduce.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a precast beam steel reinforcement cage ligature frock to solve current roof beam steel reinforcement cage ligature when the ligature, there is certain deviation in the reinforcing bar location, is difficult to discover after concrete placement, makes the problem of prefabricated component buried the potential safety hazard.
In order to solve the above problem, the utility model provides a following technical scheme:
a precast beam reinforcement cage binding tool comprises bottom pull rods which are arranged in parallel; the top of the pull rod is detachably connected with a screw rod, and a plurality of hoops with openings are rotatably connected to the screw rod; the openings of the hoops are respectively connected with lug plates which are parallel to each other, and a placing groove is defined between the two lug plates; the lower parts of the lug plates are provided with connecting holes, and the two lug plates are connected through bolts; and a support rod is arranged on the bolt between the two placing grooves on the same horizontal straight line.
Specifically, the screw rod is provided with a scale value.
Specifically, the screw rod is connected with the pull rod through threads.
Specifically, the pull rod is provided with screw holes, and a screw rod is connected between the two screw holes through threads.
Specifically, the outer wall of the pull rod is provided with a plurality of U-shaped or C-shaped buckles with upward openings.
Compared with the prior art, the utility model discloses following beneficial effect has:
(1) the utility model connects the lead screw with the pull rod, adjusts the hoop to a set position, connects two placing grooves on the same horizontal straight line by the support rod, and fastens the ends of the hoop and the support rod by the bolt; the hoop passes through the screw thread rotation with the lead screw and connects, can select arbitrary height according to the in-service use needs, can select the length of bracing piece to set up arbitrary width according to the in-service use needs, so passes through the utility model discloses the steel reinforcement cage of arbitrary specification can finely ligature to it is little to place occupation space after can dismantling.
(2) The utility model is adjusted by the screw rod and the screw thread on the pull rod; the use of screw rod is not only convenient for adjust the distance between two pull rods, has still increased the utility model discloses a stability.
(3) The utility model can realize the accurate positioning of the beam steel bar, and eliminate the potential safety hazard caused by the steel bar positioning deviation; the universality of the multi-specification beam reinforcement cage can be realized by adjusting the number and the positions of the adjusting sleeves, so that the tooling cost is effectively reduced; the disassembly and assembly modes of all the parts are flexible, and the working efficiency can be greatly improved.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
In the drawings, the names of the parts corresponding to the reference numerals are as follows:
1-pull rod, 2-screw rod, 3-lug plate, 4-hoop, 5-placing groove, 6-connecting hole, 7-supporting rod, 8-scale value, 9-screw rod and 10-buckle.
Detailed Description
The present invention will be further described with reference to the following drawings and examples, and embodiments of the present invention include, but are not limited to, the following examples.
As shown in fig. 1, a precast beam reinforcement cage binding tool comprises bottom pull rods 1 arranged in parallel; the top of the pull rod 1 is detachably connected with a screw rod 2, and the screw rod 2 is rotatably connected with a plurality of hoops 4 with openings; the openings of the hoops 4 are respectively connected with the ear plates 3 which are parallel to each other, and a placing groove 5 is enclosed between the two ear plates 3; the lower part of the lug plate 3 is provided with a connecting hole 6 which is connected with the two lug plates 3 through bolts; and a support rod 7 is arranged on the bolt between the two placing grooves 5 on the same horizontal straight line.
When the utility model is used, the screw rod 2 is connected with the pull rod 1, the hoop 4 is adjusted to a set position, the two placing grooves 5 which are positioned on the same horizontal straight line are connected by the support rod 7, and the ends of the hoop 4 and the support rod 7 are fastened by the bolt; the hoop 4 and the lead screw 2 are connected through the screw thread rotation, can select arbitrary height according to the in-service use needs, can select the length of bracing piece 7 according to the in-service use needs to set up arbitrary width, so passes through the utility model discloses the steel reinforcement cage of arbitrary specification can finely ligature to it is little to place occupation space after can dismantling.
In a preferred embodiment of the present invention, the screw rod 2 is provided with a scale value of 8; the scales can be more conveniently and accurately determined, and the position can be adjusted.
In a preferred embodiment of the present invention, the screw rod 2 is connected with the pull rod 1 through a screw thread; the disassembly is convenient, and other detachable modes such as clamping can be selected.
In a preferred embodiment of the present invention, the pull rod 1 is provided with screw holes, and a screw rod 9 is connected between the two screw holes through threads; the concrete between the two pull rods 1 can be selected according to actual use requirements, and the screw rod 9 and the screw threads on the pull rods 1 are used for adjustment; the use of screw rod 9 is not only convenient for adjust the distance between two pull rods 1, has still increased the utility model discloses a stability.
In a preferred embodiment of the present invention, a plurality of U-shaped or C-shaped buckles 10 with upward openings are disposed on the outer wall of the pull rod 1; when the binding tool is used, a plurality of precast beam reinforcement cage binding tools are generally used; according to the actual use requirement, whether a steel bar or other linear components are placed on all the buckles 10 located on the same side can be selected, all the precast beam reinforcement cage binding tools are ensured to be arranged linearly, and the binding accuracy is improved.
The utility model discloses to in the roof beam steel reinforcement cage reinforcing bar positioning deviation, frock can not general, the frock will just use the component quality that causes and reduce the scheduling problem, provide a precast beam steel reinforcement cage ligature frock.
The working principle is as follows: when a beam reinforcement cage is bound, connecting and adjusting a screw rod 9 and two pull rods 1 to a required position, then connecting a screw rod 2 and the pull rods 1, and then installing required hoops 4 on the pull rods 1 and adjusting to the required position; the supporting rod 7 at the highest position is connected, and the fastening bolt is fixed; sensing the length of the reinforcement cage, installing corresponding number of prefabricated beam reinforcement cage binding tools, and then placing all the tools into a straight line; placing the beam bottom steel bars on the support rods 7 at the highest positions, penetrating stirrups into the beam bottom steel bars, placing other straight steel bars, and sequentially placing the support rods 7 from high to low, wherein the number of the support rods 7 can be changed according to the specification change of a beam steel reinforcement cage; after the reinforcement cage is bound, the reinforcement cage is lifted for a certain distance by using lifting equipment, and the reinforcement cage can be lifted out after the top supporting rod 7 and the supporting rod 7 are removed.
The utility model can realize the accurate positioning of the beam steel bar, and eliminate the potential safety hazard caused by the steel bar positioning deviation; the universality of the multi-specification beam reinforcement cage can be realized by adjusting the number and the positions of the adjusting sleeves, so that the tooling cost is effectively reduced; the disassembly and assembly modes of all the parts are flexible, and the working efficiency can be greatly improved.
According to the above embodiment, alright realize the utility model discloses well. It is worth to say that, on the premise of the above structural design, in order to solve the same technical problem, even if some insubstantial changes or retouching are made in the utility model, the essence of the adopted technical scheme is still the same as the utility model, so it should be in the protection scope of the utility model.
Claims (5)
1. The utility model provides a precast beam steel reinforcement cage ligature frock which characterized in that: comprises bottom pull rods (1) which are arranged in parallel; the top of the pull rod (1) is detachably connected with a screw rod (2), and a plurality of hoops (4) with openings are rotatably connected on the screw rod (2); the openings of the hoops (4) are respectively connected with the ear plates (3) which are parallel to each other, and a placing groove (5) is enclosed between the two ear plates (3); the lower part of the lug plate (3) is provided with a connecting hole (6) which is connected with the two lug plates (3) through a bolt; and a support rod (7) is arranged on the bolt between the two placing grooves (5) on the same horizontal straight line.
2. The precast beam steel reinforcement cage binding tool of claim 1, characterized in that: the screw rod (2) is provided with a scale value (8).
3. The precast beam steel reinforcement cage binding tool of claim 2, characterized in that: the screw rod (2) is connected with the pull rod (1) through threads.
4. The precast beam steel reinforcement cage binding tool of claim 3, characterized in that: screw holes are arranged on the pull rod (1), and a screw rod (9) is connected between the two screw holes through threads.
5. The precast beam steel reinforcement cage binding tool of claim 4, characterized in that: the outer wall of the pull rod (1) is provided with a plurality of U-shaped or C-shaped buckles (10) with upward openings.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921266032.0U CN210498148U (en) | 2019-08-06 | 2019-08-06 | Precast beam steel reinforcement cage ligature frock |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921266032.0U CN210498148U (en) | 2019-08-06 | 2019-08-06 | Precast beam steel reinforcement cage ligature frock |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210498148U true CN210498148U (en) | 2020-05-12 |
Family
ID=70587952
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921266032.0U Active CN210498148U (en) | 2019-08-06 | 2019-08-06 | Precast beam steel reinforcement cage ligature frock |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210498148U (en) |
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2019
- 2019-08-06 CN CN201921266032.0U patent/CN210498148U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20210330 Address after: Room 302, 3 / F, building 1, Yunnan image theme cultural community (phase I), No. 764 Chuanjin Road, Panlong District, Kunming City, Yunnan Province, 650051 Patentee after: YUNNAN JINHONG CONSTRUCTION Co.,Ltd. Address before: 650300 10th floor, Qinglong investment building, 1 Longxiang Road, Qinglong sub district office, Anning City, Kunming City, Yunnan Province Patentee before: Yunnan Dingxiang New Materials Technology Co.,Ltd. |
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| TR01 | Transfer of patent right |