CN205153536U - Structure is assembled to self -balancing integral template of reinforced concrete roof beam - Google Patents

Structure is assembled to self -balancing integral template of reinforced concrete roof beam Download PDF

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Publication number
CN205153536U
CN205153536U CN201520883692.9U CN201520883692U CN205153536U CN 205153536 U CN205153536 U CN 205153536U CN 201520883692 U CN201520883692 U CN 201520883692U CN 205153536 U CN205153536 U CN 205153536U
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CN
China
Prior art keywords
template
stirrup
steel bar
self
reinforced concrete
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Withdrawn - After Issue
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CN201520883692.9U
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Chinese (zh)
Inventor
刘付钧
李盛勇
黄忠海
郭伟亮
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RBS Partners S&T Co Ltd
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RBS Partners S&T Co Ltd
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Priority to CN201520883692.9U priority Critical patent/CN205153536U/en
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Abstract

The utility model discloses a structure is assembled to self -balancing integral template of reinforced concrete roof beam, connecting with great ease including a plurality of framework steel bar of passing through and fixing the stirrup that forms, horizontal direction parallel arrangement is each other followed to each stirrup, and other is equipped with and links a plurality of vertical reinforcing steel bar in order to constitute the steel reinforcement cage with each stirrup homogeneous phase, and the both sides and the bottom that are located the steel reinforcement cage all are equipped with the template, and it is fixed that each framework steel bar's end is passed through to each template. This structure is assembled to self -balancing integral template of reinforced concrete roof beam constitutes the steel reinforcement cage through a plurality of stirrups and vertical reinforcing steel bar, and the template that both sides and bottom were passed to the framework steel bar's of the stirrup through constituteing the steel reinforcement cage end is fixed, it forms the integral template who has the self regulation ability and assembles the structure in fixed back respectively to be located side and the template of bottom, conveniently assemble to hoist after accomplishing and be under construction to the job site, this structure light in weight and hoist and mount are easy, can simplify on -the -spot construction flow, and the wholeness of structure is good, this utility model is used for constructing construction field.

Description

A kind of self-balancing monolithic template assembly structure of reinforced concrete beam
Technical field
The utility model relates to the realm of building construction, particularly relates to a kind of self-balancing monolithic template assembly structure of reinforced concrete beam.
Background technology
When normal reinforced concrete beam is constructed at the scene, first support template around beam section, then colligation beam longitudinal reinforcement and stirrup form reinforcing cage, after-pouring concrete, until concrete setting and after reaching some strength requirement, then the template of removing around beam section completes the making of reinforced concrete beam.
The site operation step of normal reinforced concrete beam is many, and flow process is complicated, and site operation is long in time limit.Tradition precast reinforced concrete beam completes above-mentioned steps in factory, and after completely prefabricated reinforced concrete beam is transported to job site, then lifting installation, the weight that transport and lifting are installed is larger, and the connecting structure between prefabricated units is complicated, and the globality of structure is not good enough.
Utility model content
For solving the problem, after the utility model provides a kind of can assembledly completing, completed the self-balancing monolithic template assembly structure of the reinforced concrete beam of construction fast by concreting.
The utility model solves the technical scheme that its technical problem adopts:
A kind of self-balancing monolithic template assembly structure of reinforced concrete beam, comprise some stirrups being connected and fixed formation by some skeleton reinforcing steel bar in length and breadth, each stirrup is set parallel to each other in the horizontal direction, separately be provided with the some vertical reinforcing bar be all connected to form reinforcing cage with each stirrup, the both sides and the bottom that are positioned at reinforcing cage are equipped with template, and each template is fixed by the termination of each skeleton reinforcing steel bar.
Be further used as the improvement of technical solutions of the utility model, the top of the vertical each skeleton reinforcing steel bar arranged, higher than the template of both sides, is connected with auxiliary reinforcement bar between the termination higher than the skeleton reinforcing steel bar of the vertical setting of template.
Be further used as the improvement of technical solutions of the utility model, each stirrup also comprises and is overlapped on separately adding stirrup or separately adding stirrup circle between each skeleton reinforcing steel bar, each stirrup that separately adds is be overlapped on the reinforcement bar between skeleton reinforcing steel bar in length and breadth, separately adding stirrup circle is a steel ring bent by reinforcing bar, steel ring and each skeleton reinforcing steel bar misplace fixing, and steel ring or reinforcement bar and the tie point of each skeleton reinforcing steel bar pass through to weld or colligation is fixed.
Be further used as the improvement of technical solutions of the utility model, each stirrup include one to be positioned at above stirrup and with the all-moving surface skeleton reinforcing steel bar that two side templates are all fixedly connected with, the upside being positioned at each all-moving surface skeleton reinforcing steel bar is provided with some bearing movable surface reinforcing bars.
Be further used as the improvement of technical solutions of the utility model, be also provided with between two adjacent stirrups and be somely parallel to stirrup plane and the auxiliary stirrup be all connected with each vertical reinforcing bar.
Be further used as the improvement of technical solutions of the utility model, the link termination being fixedly connected with the skeleton reinforcing steel bar of each template is equipped with external screw thread, and skeleton reinforcing steel bar is connected with establishing female bolt outside template through template.
Be further used as the improvement of technical solutions of the utility model, be provided with shaped steel of putting more energy between two adjacent templates, the both sides of shaped steel of putting more energy into are close to two adjacent templates respectively, and bolt is connected with the external screw thread of template with skeleton reinforcing steel bar termination through shaped steel of putting more energy into.
Be further used as the improvement of technical solutions of the utility model, template forms concrete beam for being combined with inner concrete after concreting completes.
Be further used as the improvement of technical solutions of the utility model, the top of two side templates is provided with floor bearing shaped steel, floor bearing shaped steel be provided with have at least one piece parallel and be close to the steel plate of soffit.
The beneficial effects of the utility model: the self-balancing monolithic template assembly structure of this reinforced concrete beam is by some stirrups and vertical reinforcing bar composition reinforcing cage, and be fixed by the termination of the skeleton reinforcing steel bar of the stirrup that the forms reinforcing cage template through both sides and bottom, the template being positioned at side and bottom fixes the monolithic template assembly structure that rear formation has self-balancing performance respectively, after facilitating assembled completing, lifting is constructed to job site, this lightweight construction and lifting are easily, site operation flow process can be simplified, and the good integrity of structure.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the utility model is described in further detail:
Fig. 1 is the utility model embodiment overall structure top view;
Fig. 2 is the utility model embodiment overall structure lateral view;
Fig. 3 is the utility model embodiment main-vision surface sectional view.
Detailed description of the invention
With reference to Fig. 1 ~ Fig. 3, the utility model is a kind of self-balancing monolithic template assembly structure of reinforced concrete beam, comprise some stirrups 4 being connected and fixed formation by some skeleton reinforcing steel bar 41 in length and breadth, each stirrup 4 is set parallel to each other in the horizontal direction, separately be provided with the some vertical reinforcing bar 3 be all connected to form reinforcing cage with each stirrup 4, the both sides and the bottom that are positioned at reinforcing cage are equipped with template 1, and each template 1 is fixed by the termination of each skeleton reinforcing steel bar 41.
The self-balancing monolithic template assembly structure of this reinforced concrete beam forms reinforcing cage by some stirrups 4 and vertical reinforcing bar 3, and the template 1 that both sides and bottom are passed in the termination passing through the skeleton reinforcing steel bar 41 of the stirrup 4 of composition reinforcing cage is fixed, the template 1 being positioned at side and bottom fixes the monolithic template assembly structure that rear formation has self-balancing performance respectively, after facilitating assembled completing, lifting is constructed to job site, this lightweight construction and lifting are easily, site operation flow process can be simplified, and the good integrity of structure.
As the utility model preferred embodiment, the top of the vertical each skeleton reinforcing steel bar 41 arranged, higher than the template 1 of both sides, is connected with auxiliary reinforcement bar 42 between the termination higher than the skeleton reinforcing steel bar 41 of the vertical setting of template 1.
The template 1 of reinforcing cage and both sides and bottom is fixing form self-balance structure after, pour concrete into by the top of self-balance structure and can form reinforced concrete beam.The skeleton reinforcing steel bar 41 forming reinforced concrete beam top exposes the upper surface of reinforced concrete beam, and connected by auxiliary reinforcement bar 42, skeleton reinforcing steel bar 41 part and the auxiliary reinforcement bar 42 that expose facilitate the later stage to be connected with other structures, are beneficial to and improve bulk strength and shock resistance.
As the utility model preferred embodiment, each stirrup 4 also comprises and is overlapped on separately adding stirrup or separately adding stirrup circle between each skeleton reinforcing steel bar 41, each stirrup that separately adds is be overlapped on the reinforcement bar between skeleton reinforcing steel bar 41 in length and breadth, separately adding stirrup circle is a steel ring bent by reinforcing bar, steel ring and each skeleton reinforcing steel bar 41 misplace fixing, and steel ring or reinforcement bar and the tie point of each skeleton reinforcing steel bar 41 pass through to weld or colligation is fixed.
Make the difference of width according to reinforced concrete wall, can set up on each stirrup 4 and separately add stirrup and separately add stirrup circle to strengthen the intensity of each stirrup 4.
As the utility model preferred embodiment, each stirrup 4 include one to be positioned at above stirrup 4 and with the all-moving surface skeleton reinforcing steel bar 43 that two side templates 1 are all fixedly connected with, the upside being positioned at each all-moving surface skeleton reinforcing steel bar 43 is provided with some bearing movable surface reinforcing bars 6.
As the utility model preferred embodiment, be also provided with between two adjacent stirrups 4 and be somely parallel to stirrup 4 plane and the auxiliary stirrup 7 be all connected with each vertical reinforcing bar 3.
Auxiliary stirrup 7 is disposed between adjacent stirrup 4, and each auxiliary stirrup 4 comprises some overlap joints in length and breadth and the reinforcement bar be all connected with vertical reinforcing bar 3 or the steel ring be looped around outside vertical reinforcing bar 3, can the bulk strength of reinforcing steel bar basket structure.
As the utility model preferred embodiment, the link termination being fixedly connected with the skeleton reinforcing steel bar 41 of each template 1 is equipped with external screw thread, and skeleton reinforcing steel bar 41 is connected with establishing female bolt 5 outside template 1 through template 1.
Can arrange screw in template 1, bolt 5 arranges internal thread, realizes being fixedly connected with the screw thread of skeleton reinforcing steel bar 41 termination through screw.By adjusting bolt 5 from outside, the degree that is connected firmly of adjustable template 1, makes monolithic template reach good connectivity robustness.
As the utility model preferred embodiment, be provided with shaped steel 2 of putting more energy between two adjacent templates 1, the both sides of shaped steel 2 of putting more energy into are close to two adjacent templates 1 respectively, and bolt 5 is connected with the external screw thread of template 1 with skeleton reinforcing steel bar 41 termination through shaped steel 2 of putting more energy into.
As the utility model preferred embodiment, template 1 forms concrete beam for being combined with inner concrete after concreting completes.
As the utility model preferred embodiment, the top of two side templates 1 is provided with floor bearing shaped steel 8, floor bearing shaped steel 8 be provided with have at least one piece parallel and be close to the steel plate of soffit.
Shaped steel 2 of putting more energy into is arranged between two adjacent templates 1, and be all fixedly connected with the template 1 of both sides, monolithic template can be made to form the entirety of a surrounding sealing, prevent concrete in concreting process from revealing, meanwhile, the connectivity robustness of monolithic template can be strengthened.
Template 1 is permanent shuttering, is combined as a whole, need not removes, can save working procedure after concreting completes with concrete.
Certainly, the utility model is created and is not limited to above-mentioned embodiment, those of ordinary skill in the art also can make equivalent variations or replacement under the prerequisite without prejudice to the utility model spirit, and these equivalent modification or replacement are all included in the application's claim limited range.

Claims (9)

1. the self-balancing monolithic template assembly structure of a reinforced concrete beam, it is characterized in that: comprise some stirrups (4) being connected and fixed formation by some skeleton reinforcing steel bar (41) in length and breadth, each described stirrup (4) is set parallel to each other in the horizontal direction, separately be provided with the some vertical reinforcing bar (3) be all connected to form reinforcing cage with each described stirrup (4), the both sides and the bottom that are positioned at described reinforcing cage are equipped with template (1), and each described template (1) is fixed by the termination of each skeleton reinforcing steel bar (41).
2. the self-balancing monolithic template assembly structure of reinforced concrete beam according to claim 1, it is characterized in that: the top of the vertical each described skeleton reinforcing steel bar (41) arranged, higher than the template (1) of both sides, is connected with auxiliary reinforcement bar (42) between the termination higher than the skeleton reinforcing steel bar (41) of the vertical setting of described template (1).
3. the self-balancing monolithic template assembly structure of reinforced concrete beam according to claim 2, it is characterized in that: each described stirrup (4) also comprises and is overlapped on separately adding stirrup or separately adding stirrup circle between each skeleton reinforcing steel bar (41), each described stirrup that separately adds is for being overlapped on the reinforcement bar between skeleton reinforcing steel bar (41) in length and breadth, the described stirrup circle that separately adds is a steel ring bent by reinforcing bar, described steel ring and each skeleton reinforcing steel bar (41) misplace fixing, and described steel ring or reinforcement bar and the tie point of each skeleton reinforcing steel bar (41) pass through to weld or colligation is fixed.
4. the self-balancing monolithic template assembly structure of reinforced concrete beam according to claim 2, it is characterized in that: each described stirrup (4) include one be positioned at stirrup (4) top and with the all-moving surface skeleton reinforcing steel bar (43) that two side templates (1) are all fixedly connected with, the upside being positioned at each described all-moving surface skeleton reinforcing steel bar (43) is provided with some bearing movable surface reinforcing bars (6).
5. according to the self-balancing monolithic template assembly structure of the reinforced concrete beam in Claims 1 to 4 described in any one, it is characterized in that: be also provided with between two adjacent described stirrups (4) and be somely parallel to stirrup (4) plane and the auxiliary stirrup (7) be all connected with each vertical reinforcing bar (3).
6. according to the self-balancing monolithic template assembly structure of the reinforced concrete beam in Claims 1 to 4 described in any one, it is characterized in that: the link termination being fixedly connected with the skeleton reinforcing steel bar (41) of each described template (1) is equipped with external screw thread, described skeleton reinforcing steel bar (41) establishes female bolt (5) to be connected through template (1) with template (1) outside.
7. the self-balancing monolithic template assembly structure of reinforced concrete beam according to claim 6, it is characterized in that: between two adjacent templates (1), be provided with shaped steel of putting more energy into (2), the both sides of described shaped steel of putting more energy into (2) are close to two adjacent templates (1) respectively, and described bolt (5) is connected with the external screw thread of template (1) with skeleton reinforcing steel bar (41) termination through shaped steel of putting more energy into (2).
8. the self-balancing monolithic template assembly structure of reinforced concrete beam according to claim 6, is characterized in that: described template (1) forms concrete beam for being combined with inner concrete after concreting completes.
9. the self-balancing monolithic template assembly structure of reinforced concrete beam according to claim 6, it is characterized in that: the top of template described in both sides (1) is provided with floor bearing shaped steel (8), described floor bearing shaped steel (8) be provided with have at least one piece parallel and be close to the steel plate of soffit.
CN201520883692.9U 2015-11-06 2015-11-06 Structure is assembled to self -balancing integral template of reinforced concrete roof beam Withdrawn - After Issue CN205153536U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520883692.9U CN205153536U (en) 2015-11-06 2015-11-06 Structure is assembled to self -balancing integral template of reinforced concrete roof beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520883692.9U CN205153536U (en) 2015-11-06 2015-11-06 Structure is assembled to self -balancing integral template of reinforced concrete roof beam

Publications (1)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105952060A (en) * 2016-06-24 2016-09-21 东南大学 Precast beam reinforcement cage component and assembling method thereof
CN105952061A (en) * 2016-06-24 2016-09-21 东南大学 Prefabricated shear wall reinforcement cage member and column reinforcement cage member as well as manufacturing and assembling methods thereof
CN106013455A (en) * 2016-06-24 2016-10-12 东南大学 Prefabricated combination reinforcement cage member and reinforcement arrangement assembling method thereof
CN106032702A (en) * 2015-11-06 2016-10-19 广州容联建筑科技有限公司 Self-balance integral template assembling structure of reinforced concrete beam

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106032702A (en) * 2015-11-06 2016-10-19 广州容联建筑科技有限公司 Self-balance integral template assembling structure of reinforced concrete beam
CN105952060A (en) * 2016-06-24 2016-09-21 东南大学 Precast beam reinforcement cage component and assembling method thereof
CN105952061A (en) * 2016-06-24 2016-09-21 东南大学 Prefabricated shear wall reinforcement cage member and column reinforcement cage member as well as manufacturing and assembling methods thereof
CN106013455A (en) * 2016-06-24 2016-10-12 东南大学 Prefabricated combination reinforcement cage member and reinforcement arrangement assembling method thereof
CN106013455B (en) * 2016-06-24 2019-03-29 东南大学 A kind of manufacture of Prefabricated composite steel reinforcement cage component assembly method, reinforced concrete structure body method of construction

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AV01 Patent right actively abandoned

Granted publication date: 20160413

Effective date of abandoning: 20180925

AV01 Patent right actively abandoned