CN215760539U - Positioning and binding device for circular ring beam reinforcing steel bars - Google Patents

Positioning and binding device for circular ring beam reinforcing steel bars Download PDF

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Publication number
CN215760539U
CN215760539U CN202122325920.9U CN202122325920U CN215760539U CN 215760539 U CN215760539 U CN 215760539U CN 202122325920 U CN202122325920 U CN 202122325920U CN 215760539 U CN215760539 U CN 215760539U
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China
Prior art keywords
main keel
positioning
ring beam
keel
transverse
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CN202122325920.9U
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Chinese (zh)
Inventor
杨登
于金梁
江泽堃
钟建业
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Baoye Zhuhai Construction Co ltd
Shanghai Baoye Group Corp Ltd
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Baoye Zhuhai Construction Co ltd
Shanghai Baoye Group Corp Ltd
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Abstract

The utility model discloses a positioning and binding device for a circular beam reinforcing steel bar, which comprises a transverse main keel, a longitudinal main keel and positioning ribs, wherein the transverse main keel and the longitudinal main keel are vertically arranged, the transverse main keel and the longitudinal main keel are positioned on the same plane, the positioning ribs are respectively arranged at the end parts of the transverse main keel and the longitudinal main keel, and the positioning ribs are positioned on the upper surfaces of the transverse main keel and the longitudinal main keel. After the manufacturing is finished according to the size requirement of the on-site circular beam steel bars, the circular beam steel bars are sequentially placed in gaps among the positioning ribs according to the circular beam steel bar plane position piece, then the stirrups penetrate through the circular beam steel bars from the lower parts of the circular beam steel bars, steel bar binding construction is sequentially carried out from top to bottom, and the transverse main keel and the longitudinal main keel play a supporting role; through setting up ring roof beam rebar positioning device, solve the ring roof beam rebar tying process construction degree of difficulty height, the problem that the efficiency of construction is low.

Description

Positioning and binding device for circular ring beam reinforcing steel bars
Technical Field
The utility model relates to the technical field of building construction, in particular to a circular beam reinforcing steel bar positioning and binding device.
Background
In steel column and frame beam node, multi-beam frame beam node, because the reinforcing bar is alternately complicated, often need adopt the ring roof beam to reduce the node construction degree of difficulty, guarantee the atress performance simultaneously.
The ring beam steel bar is inaccurate in steel bar positioning in the binding process, difficult in binding and positioning, difficult in hooping sleeving, time-consuming and labor-consuming in the binding process, and difficult to achieve the expected effect. In order to simplify the construction of positioning and binding the circular beam reinforcing steel bars, the construction progress is accelerated, the construction cost is reduced, and the traditional positioning and binding of the circular beam reinforcing steel bars needs to be improved.
Therefore, how to solve the problems of high construction difficulty and low construction efficiency in the process of binding the circular beam and the steel bars is a technical problem to be solved urgently by technical personnel in the field.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a circular beam steel bar positioning and binding device, which solves the problems of high construction difficulty and low construction efficiency in the circular beam steel bar binding process by arranging the circular beam steel bar positioning device.
In order to solve the technical problem, the utility model provides a positioning and binding device for a circular beam reinforcing steel bar, which comprises a transverse main keel, a longitudinal main keel and positioning ribs, wherein the transverse main keel and the longitudinal main keel are vertically arranged, the transverse main keel and the longitudinal main keel are positioned on the same plane, the positioning ribs are respectively arranged at the end parts of the transverse main keel and the longitudinal main keel, and the positioning ribs are positioned on the upper surfaces of the transverse main keel and the longitudinal main keel.
Preferably, the transverse main keel and the longitudinal main keel are both steel bars with the diameter of 25 mm.
Preferably, the positioning ribs are arranged perpendicular to the upper surfaces of the transverse main runners and the longitudinal main runners.
Preferably, the positioning rib is a steel bar with the diameter of 25mm, and the length of the positioning rib is 100 mm.
Preferably, the keel frame further comprises support ribs arranged on the lower surfaces of the transverse main keel and the longitudinal main keel.
Preferably, the support ribs are arranged perpendicular to the lower surfaces of the transverse main keel and the longitudinal main keel.
Preferably, the support rib is a steel bar with the diameter of 25mm, and the length of the support rib is 100 mm.
The utility model provides a positioning and binding device for a circular beam reinforcing steel bar, which comprises a transverse main keel, a longitudinal main keel and positioning ribs, wherein the transverse main keel and the longitudinal main keel are vertically arranged, the transverse main keel and the longitudinal main keel are positioned on the same plane, the positioning ribs are respectively arranged at the end parts of the transverse main keel and the longitudinal main keel, and the positioning ribs are positioned on the upper surfaces of the transverse main keel and the longitudinal main keel. After the ring beam steel bar size requirement is manufactured on site, the ring beam steel bars are sequentially placed in the gaps between the positioning ribs according to the ring beam steel bar plane position piece, then the stirrups penetrate through the ring beam steel bars from the lower portion of the ring beam steel bars, steel bar binding construction is sequentially performed from top to bottom, and the transverse main keel and the longitudinal main keel play a supporting role.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the provided drawings without creative efforts.
Fig. 1 is a schematic overall structure diagram of an embodiment of the present invention.
Wherein, in fig. 1:
a transverse main keel-1, a longitudinal main keel-2, a positioning rib-3 and a support rib-4.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1, fig. 1 is a schematic overall structure diagram of an embodiment of the present invention.
In a specific embodiment provided by the utility model, the circular beam reinforcement positioning and binding device mainly comprises a transverse main keel 1, a longitudinal main keel 2 and positioning ribs 3, wherein the transverse main keel 1 and the longitudinal main keel 2 are vertically arranged, the transverse main keel 1 and the longitudinal main keel 2 are positioned on the same plane, the positioning ribs 3 are respectively arranged at the end parts of the transverse main keel 1 and the longitudinal main keel 2, and the positioning ribs 3 are positioned on the upper surfaces of the transverse main keel 1 and the longitudinal main keel 2.
Wherein, horizontal main joist 1 and vertical main joist 2 are the theme frame of ring roof beam reinforcing bar location ligature device, and location muscle 3 is used for carrying out the location of different positions to the ring roof beam reinforcing bar.
The concrete, in the middle of the application of reality, accomplish the back according to on-the-spot ring beam reinforcing bar dimensional requirement preparation, put into the space between 3 with ring beam reinforcing bar according to ring beam reinforcing bar plane position spare in proper order, then pass the ring beam reinforcing bar with the stirrup from ring beam reinforcing bar below, down carry out the reinforcement construction in proper order from last, horizontal main joist 1, vertical main joist 2 play the supporting role.
On the basis of the above embodiment, it is preferable that the transverse main keel 1 and the longitudinal main keel 2 are both steel bars with a diameter of 25 mm. In the stranded in-process of tying up at ring beam reinforcing bar, horizontal main joist 1 and vertical main joist 2 play the effect of supporting ring beam reinforcing bar, can confirm the size of horizontal main joist 1 and vertical main joist 2 according to the diameter size and the weight of on-the-spot ring beam reinforcing bar, because the job site steel bar material is many, the support demand of the ring beam reinforcing bar of enough not unidimensional not enough satisfying, this application is 25mm with horizontal main joist 1 and vertical main joist 2 size selection, can also use horizontal main joist 1 and vertical main joist 2 of other sizes according to the on-the-spot demand certainly, with the support demand that can satisfy ring beam reinforcing bar as the standard, no longer specifically inject here.
On the basis of the above-described embodiment, it is preferable that the positioning ribs 3 be provided perpendicular to the upper surfaces of the lateral main runners 1 and the longitudinal main runners 2. Because the size of job site ring roof beam reinforcing bar is probably different, sets up to a plurality ofly according to the certain distance interval at the location muscle 3 of horizontal main joist 1 and vertical main joist 2 tip, can satisfy the location of not unidimensional size ring roof beam reinforcing bar, and the horizontal main joist of 3 perpendicular to of location muscle 1 and vertical main joist 2 can guarantee that location muscle 3 is more accurate to the location of ring roof beam reinforcing bar.
On the basis of the above embodiment, it is preferable that the positioning rib 3 is a steel bar with a diameter of 25mm, and the length of the positioning rib 3 is 100 mm. Because the size of job site ring beam reinforcing bar probably differs, can confirm the size of location muscle 3 and the length of location muscle 3 according to the diameter size and the weight of on-the-spot ring beam reinforcing bar, guarantee the stability of ring beam reinforcing bar stranded in-process from this.
On the basis of the above embodiment, as an optimization, the ring beam reinforcement positioning and binding device further comprises support ribs 4 arranged on the lower surfaces of the transverse main 4 keels 1 and the longitudinal main keels 2. The support ribs 4 are used for supporting the circular ring beam reinforcing steel bar positioning and binding device, so that the stability of the circular ring beam reinforcing steel bar binding process is guaranteed, and the efficiency of the circular ring beam reinforcing steel bar binding is guaranteed.
On the basis of the above-described embodiment, it is preferable that the support ribs 4 be provided perpendicularly to the lower surfaces of the lateral main runners 1 and the longitudinal main runners 2. Support muscle 4 plays the supporting role, and support muscle 4 perpendicular to horizontal main joist 1 and the lower surface setting of vertical main joist 2 make the lower surface of the support muscle 4 of different positions be in same horizontal plane, can improve the stability of supporting ring roof beam reinforcing bar, guarantee the stability of ring roof beam reinforcing bar stranded in-process from this, guarantee the efficiency of ring roof beam reinforcing bar stranded.
On the basis of the above embodiment, it is preferable that the support rib 4 is a steel bar with a diameter of 25mm, and the length of the support rib 4 is 100 mm. Because the size of job site ring beam reinforcing bar probably differs, can confirm the size of support muscle 4 and the length of support muscle 4 according to the diameter size and the weight of on-spot ring beam reinforcing bar, guarantee the stability of ring beam reinforcing bar stranded in-process from this.
In conclusion, the ring beam reinforcing steel bar positioning and binding device provided by the embodiment mainly comprises the transverse main keel, the longitudinal main keel and the positioning ribs, wherein the transverse main keel and the longitudinal main keel are vertically arranged, the transverse main keel and the longitudinal main keel are positioned on the same plane, the positioning ribs are respectively arranged at the end parts of the transverse main keel and the longitudinal main keel, and the positioning ribs are positioned on the upper surfaces of the transverse main keel and the longitudinal main keel. After the ring beam steel bar size requirement is manufactured on site, the ring beam steel bars are sequentially placed in the gaps between the positioning ribs according to the ring beam steel bar plane position piece, then the stirrups penetrate through the ring beam steel bars from the lower portion of the ring beam steel bars, steel bar binding construction is sequentially performed from top to bottom, and the transverse main keel and the longitudinal main keel play a supporting role.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the utility model. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.

Claims (7)

1. The utility model provides a ring beam reinforcement location ligature device, its characterized in that, includes horizontal main joist (1), vertical main joist (2) and location muscle (3), horizontal main joist (1) with vertical main joist (2) set up perpendicularly, just horizontal main joist (1) with vertical main joist (2) are located the coplanar, location muscle (3) set up respectively in horizontal main joist (1) with vertical main joist (2) tip, just location muscle (3) are located horizontal main joist (1) with the upper surface of vertical main joist (2).
2. The ring beam reinforcement positioning and binding device according to claim 1, characterized in that the transverse main keel (1) and the longitudinal main keel (2) are both steel bars with a diameter of 25 mm.
3. The round ring beam reinforcement positioning and binding device as recited in claim 2, characterized in that the positioning ribs (3) are arranged perpendicular to the upper surfaces of the transverse main keel (1) and the longitudinal main keel (2).
4. The round ring beam steel bar positioning and binding device according to claim 3, wherein the positioning bar (3) is a steel bar with a diameter of 25mm, and the length of the positioning bar (3) is 100 mm.
5. The round ring beam reinforcement positioning and binding device according to any one of claims 1 to 4, characterized by further comprising support ribs (4) arranged on the lower surfaces of the transverse main keel (1) and the longitudinal main keel (2).
6. A ring beam reinforcement positioning and binding device according to claim 5, characterized in that the support ribs (4) are arranged perpendicular to the lower surfaces of the transverse main keel (1) and the longitudinal main keel (2).
7. The round ring beam steel bar positioning and binding device according to claim 6, wherein the support rib (4) is a steel bar with the diameter of 25mm, and the length of the support rib (4) is 100 mm.
CN202122325920.9U 2021-09-24 2021-09-24 Positioning and binding device for circular ring beam reinforcing steel bars Active CN215760539U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202122325920.9U CN215760539U (en) 2021-09-24 2021-09-24 Positioning and binding device for circular ring beam reinforcing steel bars

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202122325920.9U CN215760539U (en) 2021-09-24 2021-09-24 Positioning and binding device for circular ring beam reinforcing steel bars

Publications (1)

Publication Number Publication Date
CN215760539U true CN215760539U (en) 2022-02-08

Family

ID=80090869

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202122325920.9U Active CN215760539U (en) 2021-09-24 2021-09-24 Positioning and binding device for circular ring beam reinforcing steel bars

Country Status (1)

Country Link
CN (1) CN215760539U (en)

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