CN106032702A - Self-balance integral template assembling structure of reinforced concrete beam - Google Patents
Self-balance integral template assembling structure of reinforced concrete beam Download PDFInfo
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- CN106032702A CN106032702A CN201510755822.5A CN201510755822A CN106032702A CN 106032702 A CN106032702 A CN 106032702A CN 201510755822 A CN201510755822 A CN 201510755822A CN 106032702 A CN106032702 A CN 106032702A
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Abstract
The invention discloses a self-balance integral template assembling structure of a reinforced concrete beam. The self-balance integral template assembling structure includes a plurality of stirrups formed by the longitudinal and horizontal connection and fixing of a plurality of frame steel bars, the stirrups are parallel to one another in the horizontal direction, the structure is further provided with a plurality of vertical steel bars connected with the stirrups to form a steel reinforcement cage, the two sides and the bottom of the steel reinforcement cage are provided with templates, and the templates are fixed by the ends of the frame steel bars. According to the invention, the plurality of stirrups and the vertical steel bars form the steel reinforcement cage, the ends of the frame steel bars of the stirrups forming the steel reinforcement cage penetrate through the templates at the two sides and the bottom for fixing, the integral template assembling structure having the self-balance performance is formed after the templates at the sides and the bottom are fixed, and the structure after the assembling can be conveniently hoisted to a construction site for construction. Such a structure is light in weight and easy to hoist, can simplify the on-site construction procedures; and moreover, the structure integrity is good. The structure can be applied to the building construction field.
Description
Technical field
The present invention relates to the realm of building construction, particularly relate to the self-balancing monoblock type template assembly structure of a kind of reinforced 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 steel reinforcement cage, after-pouring concrete, after concrete setting reaching some strength requirement, then remove the template around beam section and complete the making of reinforced 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 the most prefabricated reinforced beam is transported to job site, then lifting installation, the weight transporting and lifting installation is bigger, and the connecting structure between prefabricated components is complicated, and the globality of structure is not good enough.
Summary of the invention
For solving the problems referred to above, the present invention provides the self-balancing monoblock type template assembly structure of a kind of reinforced beam being rapidly completed construction after can assembled completing by concreting.
The technical solution adopted for the present invention to solve the technical problems is:
A kind of self-balancing monoblock type template assembly structure of reinforced beam, including some stirrups being connected fixing formation by some skeleton reinforcing steel bar in length and breadth, each stirrup is set parallel to each other in the horizontal direction, it is additionally provided with the some vertical reinforcing bar being all connected to constitute steel reinforcement cage with each stirrup, the both sides and the bottom that are positioned at steel reinforcement cage are equipped with template, and each template is fixed by the termination of each skeleton reinforcing steel bar.
Being further used as the improvement of technical solution of the present invention, higher than the template of both sides, there is auxiliary bar bar on the top of vertically arranged each skeleton reinforcing steel bar higher than connecting between the termination of the vertically arranged skeleton reinforcing steel bar of template.
It is further used as the improvement of technical solution of the present invention, each stirrup also includes that be overlapped between each skeleton reinforcing steel bar separately adds stirrup or separately add stirrup circle, each stirrup that separately adds is the reinforcing rod being overlapped between skeleton reinforcing steel bar in length and breadth, separately adding stirrup circle is a steel ring bent by reinforcing bar, the dislocation of steel ring and each skeleton reinforcing steel bar is fixing, and steel ring or reinforcing rod pass through with the junction point of each skeleton reinforcing steel bar to weld or colligation is fixed.
Be further used as the improvement of technical solution of the present invention, each stirrup all include one be positioned at above stirrup and with the all-moving surface skeleton reinforcing steel bar that two side templates are 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.
It is further used as the improvement of technical solution of the present invention, is additionally provided with between two adjacent stirrups and some is parallel to stirrup plane and the auxiliary stirrup being all connected with each vertical reinforcing bar.
Being further used as the improvement of technical solution of the present invention, the connection end termination of the fixing skeleton reinforcing steel bar connecting each template is equipped with external screw thread, and skeleton reinforcing steel bar is connected through template with setting female bolt outside template.
Being further used as the improvement of technical solution of the present invention, be provided with, between two adjacent templates, shaped steel of putting more energy into, the both sides of shaped steel of putting more energy into are close to two adjacent templates respectively, and bolt is through putting more energy into shaped steel and template is connected with the external screw thread of skeleton reinforcing steel bar termination.
Being further used as the improvement of technical solution of the present invention, template for being combined formation beams of concrete after concreting completes with inner concrete.
Being further used as the improvement of technical solution of the present invention, the top of two side templates is provided with floor bearing shaped steel, floor bearing shaped steel be provided with at least one piece parallel and be close to the steel plate of soffit.
Beneficial effects of the present invention: the self-balancing monoblock type template assembly structure of this reinforced beam is by some stirrups and vertical reinforcing bar composition steel reinforcement cage, and be fixed through the template of both sides and bottom by the termination of the skeleton reinforcing steel bar of the stirrup of composition steel reinforcement cage, on the side and bottom template forms the monoblock type template assembly structure with self-balancing performance after fixing respectively, facilitate assembly to lift after completing to construct to job site, this lightweight construction and lifting are easily, site operation flow process, and the good integrity of structure can be simplified.
Accompanying drawing explanation
The invention will be further described below in conjunction with the accompanying drawings:
Fig. 1 is embodiment of the present invention overall structure top view；
Fig. 2 is embodiment of the present invention overall structure side view；
Fig. 3 is embodiment of the present invention main-vision surface sectional view.
Detailed description of the invention
With reference to Fig. 1～Fig. 3, the present invention is the self-balancing monoblock type template assembly structure of a kind of reinforced beam, including some stirrups 4 being connected fixing 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, it is additionally provided with the some vertical reinforcing bar 3 being all connected to constitute steel reinforcement cage with each stirrup 4, the both sides and the bottom that are positioned at steel reinforcement 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 monoblock type template assembly structure of this reinforced beam forms steel reinforcement cage by some stirrups 4 and vertical reinforcing bar 3, and be fixed through the template 1 of both sides and bottom by the termination of the skeleton reinforcing steel bar 41 of the stirrup 4 of composition steel reinforcement cage, on the side and bottom template 1 forms the monoblock type template assembly structure with self-balancing performance after fixing respectively, facilitate assembly to lift after completing to construct to job site, this lightweight construction and lifting are easily, site operation flow process, and the good integrity of structure can be simplified.
As the preferred embodiment of the present invention, higher than the template 1 of both sides, there is auxiliary bar bar 42 on the top of vertically arranged each skeleton reinforcing steel bar 41 higher than connecting between the termination of the vertically arranged skeleton reinforcing steel bar 41 of template 1.
After steel reinforcement cage with the template 1 fixing formation self-balance structure of both sides and bottom, pour concrete into by the top of self-balance structure and can form reinforced beam.The skeleton reinforcing steel bar 41 forming reinforced beam top exposes the upper surface of reinforced beam, and connected by auxiliary bar bar 42, skeleton reinforcing steel bar 41 part exposed facilitates the later stage to be connected with other structures with auxiliary bar bar 42, is beneficial to improve bulk strength and shock resistance.
As the preferred embodiment of the present invention, each stirrup 4 also includes that be overlapped between each skeleton reinforcing steel bar 41 separately adds stirrup or separately add stirrup circle, each stirrup that separately adds is the reinforcing rod being overlapped between skeleton reinforcing steel bar 41 in length and breadth, separately adding stirrup circle is a steel ring bent by reinforcing bar, the dislocation of steel ring and each skeleton reinforcing steel bar 41 is fixing, and steel ring or reinforcing rod pass through with the junction point of each skeleton reinforcing steel bar 41 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 preferred embodiment of the present invention, each stirrup 4 all includes that one is positioned at the all-moving surface skeleton reinforcing steel bar 43 being fixedly connected with above stirrup 4 and with two side templates 1, and 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 preferred embodiment of the present invention, it is additionally provided with between two adjacent stirrups 4 and some is parallel to stirrup 4 plane and the auxiliary stirrup 7 being all connected with each vertical reinforcing bar 3.
Auxiliary stirrup 7 is disposed between adjacent stirrup 4, and each auxiliary stirrup 4 includes some overlap joints in length and breadth and the reinforcing rod being all connected with vertical reinforcing bar 3 or is looped around the steel ring outside vertical reinforcing bar 3, can the bulk strength of reinforcing steel bar basket structure.
As the preferred embodiment of the present invention, the connection end termination of the fixing skeleton reinforcing steel bar 41 connecting each template 1 is equipped with external screw thread, and skeleton reinforcing steel bar 41 is connected through template 1 with setting female bolt 5 outside template 1.
Can arrange screw in template 1, bolt 5 arranges female thread, realizes being connected with being screwed of skeleton reinforcing steel bar 41 termination through screw.By adjusting bolt 5, the degree that is connected firmly of adjustable template 1 so that monoblock type template reaches preferable connectivity robustness from outside.
As the preferred embodiment of the present invention, being provided with, between two adjacent templates 1, shaped steel 2 of putting more energy into, the both sides of shaped steel 2 of putting more energy into are close to two adjacent templates 1 respectively, and bolt 5 is through putting more energy into shaped steel 2 and template 1 is connected with the external screw thread of skeleton reinforcing steel bar 41 termination.
As the preferred embodiment of the present invention, template 1 for being combined formation beams of concrete after concreting completes with inner concrete.
As the preferred embodiment of the present invention, the top of two side templates 1 is provided with floor bearing shaped steel 8, floor bearing shaped steel 8 be provided with 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 fixedly connected with the template 1 of both sides, monoblock type template can be made to form the entirety that a surrounding seals, prevent concrete in concreting process from revealing, meanwhile, the connectivity robustness of monoblock type template can be strengthened.
Template 1 is permanent shuttering, and concreting is combined as a whole with concrete after completing, and need not remove, and can save working procedure.
Certainly, the invention is not limited to above-mentioned embodiment, those of ordinary skill in the art also can make equivalent variations or replacement on the premise of spirit of the present invention, and modification or the replacement of these equivalents are all contained in the application claim limited range.
Claims (9)
1. the self-balancing monoblock type template assembly structure of a reinforced beam, it is characterized in that: include some stirrups (4) being connected fixing 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, it is additionally provided with the some vertical reinforcing bar (3) being all connected to constitute steel reinforcement cage with each described stirrup (4), the both sides and the bottom that are positioned at described steel reinforcement cage are equipped with template (1), and each described template (1) is fixed by the termination of each skeleton reinforcing steel bar (41).
The self-balancing monoblock type template assembly structure of reinforced beam the most according to claim 1, it is characterized in that:, higher than the template (1) of both sides, there is auxiliary bar bar (42) on the top of vertically arranged each described skeleton reinforcing steel bar (41) higher than connecting between the termination of the vertically arranged skeleton reinforcing steel bar (41) of described template (1).
The self-balancing monoblock type template assembly structure of reinforced beam the most according to claim 2, it is characterized in that: each described stirrup (4) also includes that be overlapped between each skeleton reinforcing steel bar (41) separately adds stirrup or separately add stirrup circle, each described stirrup that separately adds is for being overlapped on the reinforcing rod 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, the dislocation of described steel ring and each skeleton reinforcing steel bar (41) is fixing, and described steel ring or reinforcing rod pass through with the junction point of each skeleton reinforcing steel bar (41) to weld or colligation is fixed.
The self-balancing monoblock type template assembly structure of reinforced beam the most according to claim 2, it is characterized in that: each described stirrup (4) all 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 fixedly connected with, the upside being positioned at each described all-moving surface skeleton reinforcing steel bar (43) is provided with some bearings movable surface reinforcing bar (6).
5. according to the self-balancing monoblock type template assembly structure of the reinforced beam described in any one in Claims 1 to 4, it is characterised in that: it is additionally provided with between two adjacent described stirrups (4) and some is parallel to stirrup (4) plane and the auxiliary stirrup (7) being all connected with each vertical reinforcing bar (3).
6. according to the self-balancing monoblock type template assembly structure of the reinforced beam described in any one in Claims 1 to 4, it is characterized in that: the connection end termination of the fixing skeleton reinforcing steel bar (41) connecting each described template (1) is equipped with external screw thread, described skeleton reinforcing steel bar (41) sets female bolt (5) through template (1) with template (1) outside and is connected.
The self-balancing monoblock type template assembly structure of reinforced beam the most 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 through putting more energy into shaped steel (2) and template (1) is connected with the external screw thread of skeleton reinforcing steel bar (41) termination.
The self-balancing monoblock type template assembly structure of reinforced beam the most according to claim 6, it is characterised in that: described template (1) for being combined formation beams of concrete after concreting completes with inner concrete.
The self-balancing monoblock type template assembly structure of reinforced beam the most 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 at least one piece parallel and be close to the steel plate of soffit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510755822.5A CN106032702B (en) | 2015-11-06 | 2015-11-06 | A kind of self-balancing monoblock type template assembly structure of reinforced beam |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201510755822.5A CN106032702B (en) | 2015-11-06 | 2015-11-06 | A kind of self-balancing monoblock type template assembly structure of reinforced beam |
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| CN106032702A true CN106032702A (en) | 2016-10-19 |
| CN106032702B CN106032702B (en) | 2018-09-25 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107460993A (en) * | 2017-07-03 | 2017-12-12 | 广州容联建筑科技有限公司 | A kind of construction method of reinforced beam for building industrialization |
| CN107471423A (en) * | 2017-07-03 | 2017-12-15 | 广州容联建筑科技有限公司 | A kind of construction method of reinforced beam cavity |
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| CN2349297Y (en) * | 1998-11-28 | 1999-11-17 | 李岭群 | Length-adjustable prefabricated shearing force beam form |
| JP2002227295A (en) * | 2001-01-29 | 2002-08-14 | Matsumura Gumi Corp | Thin outer shell-like structure precast beam and beam constructing method |
| US7143554B2 (en) * | 2000-08-15 | 2006-12-05 | Sachs Melvin H | Composite column and beam framing members for building construction |
| CN101565986A (en) * | 2008-04-22 | 2009-10-28 | 张大长 | U-shaped precast concrete shell with inner ribs and manufacture method thereof |
| CN102444203A (en) * | 2011-09-15 | 2012-05-09 | 浙江城建建设集团有限公司 | High-altitude long-span overhanging corridor type reinforced concrete structure and construction method |
| CN103114681A (en) * | 2013-03-05 | 2013-05-22 | 中国建筑第八工程局有限公司 | To-be-poured structure and construction method of high-altitude large-span reinforced concrete beam |
| CN205153536U (en) * | 2015-11-06 | 2016-04-13 | 广州容联建筑科技有限公司 | Structure is assembled to self -balancing integral template of reinforced concrete roof beam |
-
2015
- 2015-11-06 CN CN201510755822.5A patent/CN106032702B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2349297Y (en) * | 1998-11-28 | 1999-11-17 | 李岭群 | Length-adjustable prefabricated shearing force beam form |
| US7143554B2 (en) * | 2000-08-15 | 2006-12-05 | Sachs Melvin H | Composite column and beam framing members for building construction |
| JP2002227295A (en) * | 2001-01-29 | 2002-08-14 | Matsumura Gumi Corp | Thin outer shell-like structure precast beam and beam constructing method |
| CN101565986A (en) * | 2008-04-22 | 2009-10-28 | 张大长 | U-shaped precast concrete shell with inner ribs and manufacture method thereof |
| CN102444203A (en) * | 2011-09-15 | 2012-05-09 | 浙江城建建设集团有限公司 | High-altitude long-span overhanging corridor type reinforced concrete structure and construction method |
| CN103114681A (en) * | 2013-03-05 | 2013-05-22 | 中国建筑第八工程局有限公司 | To-be-poured structure and construction method of high-altitude large-span reinforced concrete beam |
| CN205153536U (en) * | 2015-11-06 | 2016-04-13 | 广州容联建筑科技有限公司 | Structure is assembled to self -balancing integral template of reinforced concrete roof beam |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107460993A (en) * | 2017-07-03 | 2017-12-12 | 广州容联建筑科技有限公司 | A kind of construction method of reinforced beam for building industrialization |
| CN107471423A (en) * | 2017-07-03 | 2017-12-15 | 广州容联建筑科技有限公司 | A kind of construction method of reinforced beam cavity |
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| CN106032702B (en) | 2018-09-25 |
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