CN106032701A - Self-balance integral template assembling structure of reinforced concrete column - Google Patents
Self-balance integral template assembling structure of reinforced concrete column Download PDFInfo
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- CN106032701A CN106032701A CN201510752547.1A CN201510752547A CN106032701A CN 106032701 A CN106032701 A CN 106032701A CN 201510752547 A CN201510752547 A CN 201510752547A CN 106032701 A CN106032701 A CN 106032701A
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Abstract
The invention discloses a self-balance integral template assembling structure of a reinforced concrete column. The 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 vertical direction, the structure is further provided with a plurality of vertical steel bars connected with the stirrups to form a steel reinforcement cage, the outer side of the steel reinforcement cage is provided with a plurality of vertically arranged 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 forming the steel reinforcement cage penetrate through the templates to fix the templates at the outer side, the integral template assembling structure having the self-balance performance is formed after the templates at the side surfaces 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 column.
Background technology
Ordinary reinforced concrete post first colligation vertical reinforcement and stirrup form steel reinforcement cage, then support template around column section, after-pouring concrete, after concrete setting reaching some strength requirement, then remove the template around column section.Site operation step is many, and flow process is complicated, and site operation is long in time limit.
Tradition prefabricated reinforced concrete column completes above-mentioned steps in factory, and after the most prefabricated reinforced column 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 stress performance and the globality of structure be 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 column 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 column, including some stirrups being connected fixing formation by some skeleton reinforcing steel bar in length and breadth, each stirrup is vertically set parallel to each other, it is additionally provided with the some vertical reinforcing bar being all connected to constitute steel reinforcement cage with each stirrup, the outside being positioned at steel reinforcement cage is provided with some vertically arranged templates, and each template is fixed by the termination of some skeleton reinforcing steel bar.
It is further used as the improvement of technical solution of the present invention, each stirrup include stirrup skeleton and be connected on stirrup skeleton separately add stirrup, stirrup skeleton includes being positioned at the horizontal and vertical some skeleton reinforcing steel bar laying respectively at middle part and laying respectively at two skeleton reinforcing steel bar of both sides, and each skeleton reinforcing steel bar constituting stirrup skeleton is welded to one another fixing.
Being further used as the improvement of technical solution of the present invention, the two ends of each skeleton reinforcing steel bar constituting stirrup skeleton are provided with external screw thread, penetrate and set female nut and threaded with skeleton reinforcing steel bar two ends and fix template outside each template.
Being further used as the improvement of technical solution of the present invention, the stirrup that separately adds constituting stirrup is made up of reinforcing bar transversely or longitudinally and integral to be welded and fixed in point of intersection, and each stirrup that separately adds passes through with the junction point of skeleton reinforcing steel bar to weld or colligation is fixed.
Being further used as the improvement of technical solution of the present invention, separately adding stirrup is one to be fixed on stirrup by the steel ring of reinforcing bar bending, the dislocation of steel ring and each skeleton reinforcing steel bar, and steel ring passes through with the junction point of each skeleton reinforcing steel bar to weld or colligation is fixed.
Being further used as the improvement of technical solution of the present invention, be provided with shaped steel of vertically putting more energy between two adjacent templates, the both sides of shaped steel of vertically putting more energy into are close to two adjacent templates respectively, and nut is through vertically putting more energy into shaped steel and template is connected with the skeleton reinforcing steel bar ends screw of stirrup both sides.
It is further used as the improvement of technical solution of the present invention, it is provided with some sash shaped steel along template vertical direction, sash shaped steel is close to template and shaped steel of vertically putting more energy into, and nut is through sash shaped steel, vertically put more energy into shaped steel and template is connected with the skeleton reinforcing steel bar ends screw of stirrup both sides.
Being further used as the improvement of technical solution of the present invention, template for being combined formation concrete column after concreting completes with inner concrete.
Beneficial effects of the present invention: the self-balancing monoblock type template assembly structure of this reinforced column is by some stirrups and vertical reinforcing bar composition steel reinforcement cage, and outboard template is fixed through template by the termination of the skeleton reinforcing steel bar of the stirrup of composition steel reinforcement cage, each Side shuttering 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 first embodiment of the invention overall structure top view；
Fig. 2 is second embodiment of the invention overall structure top view；
Fig. 3 is embodiment of the present invention overall structure front 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 column, including some stirrups 4 being connected fixing formation by some skeleton reinforcing steel bar 41 in length and breadth, each stirrup 4 is vertically set parallel to each other, it is additionally provided with the some vertical reinforcing bar 7 being all connected to constitute steel reinforcement cage with each stirrup 4, the outside being positioned at steel reinforcement cage is provided with some vertically arranged templates 1, and each template 1 is fixed by the termination of some skeleton reinforcing steel bar 41.
The self-balancing monoblock type template assembly structure of this reinforced column forms steel reinforcement cage by some stirrups 4 and vertical reinforcing bar 7, and the template 1 in outside is fixed through template by the termination of the skeleton reinforcing steel bar 41 of the stirrup 4 of composition steel reinforcement cage, the template 1 of each side 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, each stirrup 4 include stirrup skeleton and be connected on stirrup skeleton separately add stirrup 42, stirrup skeleton includes being positioned at the horizontal and vertical some skeleton reinforcing steel bar 41 laying respectively at middle part and laying respectively at two skeleton reinforcing steel bar 41 of both sides, and each skeleton reinforcing steel bar 41 constituting stirrup skeleton is welded to one another fixing.Stirrup 4 is connected and composed the most in length and breadth by least eight skeleton reinforcing steel bar 41, and skeleton reinforcing steel bar 41 lays respectively at middle part or the both sides of each side, it is possible to provide the fixing intensity that monoblock type template is optimal.
As the preferred embodiment of the present invention, the two ends of each skeleton reinforcing steel bar 41 constituting stirrup skeleton are provided with external screw thread, penetrate and set female nut 5 and threaded with skeleton reinforcing steel bar 41 two ends and fix template 1 outside each template 1.
Can be provided with screw in template 1, nut 5 arranges female thread, realizes being connected with being screwed of skeleton reinforcing steel bar 41 termination through screw.By from outside adjusting nut 5, the degree that is connected firmly of adjustable template 1 so that monoblock type template reaches preferable connectivity robustness.
As the preferred embodiment of the present invention, the stirrup 42 that separately adds constituting stirrup 4 is made up of reinforcing bar transversely or longitudinally and integral to be welded and fixed in point of intersection, and each stirrup 42 that separately adds passes through with the junction point of skeleton reinforcing steel bar 41 to weld or colligation is fixed.
As the preferred embodiment of the present invention, separately adding stirrup 42 is one to be fixed on stirrup with the dislocation of each skeleton reinforcing steel bar 41 by the steel ring of reinforcing bar bending, steel ring, and steel ring passes through with the junction point of each skeleton reinforcing steel bar 41 to weld or colligation is fixed.
Each stirrup 42 that separately adds primarily serves the auxiliary potentiation of the intensity to stirrup 4 entirety, and the setting separately adding stirrup 42 can be realized by above various ways.
As the preferred embodiment of the present invention, it is provided with, between two adjacent templates 1, shaped steel 6 of vertically putting more energy into, vertically the put more energy into both sides of shaped steel 6 are close to two adjacent templates 1 respectively, and nut 5 is through vertically putting more energy into shaped steel 6 and template 1 is connected with skeleton reinforcing steel bar 41 ends screw of stirrup 4 both sides.
As the preferred embodiment of the present invention, it is provided with some sash shaped steel 8 along template 1 vertical direction, sash shaped steel 8 is close to template 1 and shaped steel 6 of vertically putting more energy into, and nut 5 is through sash shaped steel 8, vertically put more energy into shaped steel 6 and template 1 is connected with skeleton reinforcing steel bar 41 ends screw of stirrup 4 both sides.
Shaped steel 6 of vertically 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.
As the preferred embodiment of the present invention, template 1 for being combined formation concrete column after concreting completes with inner concrete.
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 (8)
1. the self-balancing monoblock type template assembly structure of a reinforced column, 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 vertically set parallel to each other, it is additionally provided with the some vertical reinforcing bar (7) being all connected to constitute steel reinforcement cage with each described stirrup (4), the outside being positioned at described steel reinforcement cage is provided with some vertically arranged templates (1), and each described template (1) is fixed by the termination of some skeleton reinforcing steel bar (41).
The self-balancing monoblock type template assembly structure of reinforced column the most according to claim 1, it is characterized in that: each described stirrup (4) include stirrup skeleton and be connected on stirrup skeleton separately add stirrup (42), described stirrup skeleton includes being positioned at the horizontal and vertical some skeleton reinforcing steel bar (41) laying respectively at middle part and laying respectively at two skeleton reinforcing steel bar (41) of both sides, and each skeleton reinforcing steel bar (41) constituting described stirrup skeleton is welded to one another fixing.
The self-balancing monoblock type template assembly structure of reinforced column the most according to claim 2, it is characterized in that: the two ends of each skeleton reinforcing steel bar (41) constituting described stirrup skeleton are provided with external screw thread, penetrate from each described template (1) outside and set female nut (5) and threaded with skeleton reinforcing steel bar (41) two ends and fix template (1).
The self-balancing monoblock type template assembly structure of reinforced column the most according to claim 3, it is characterized in that: the stirrup (42) that separately adds constituting described stirrup (4) is made up of reinforcing bar transversely or longitudinally and integral to be welded and fixed in point of intersection, each junction point separately adding stirrup (42) and skeleton reinforcing steel bar (41) is by welding or colligation is fixed.
The self-balancing monoblock type template assembly structure of reinforced column the most according to claim 3, it is characterized in that: the described stirrup (42) 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 fixed on stirrup, and described steel ring passes through with the junction point of each skeleton reinforcing steel bar (41) to weld or colligation is fixed.
6. according to the self-balancing monoblock type template assembly structure of any one described reinforced column in claim 3～5, it is characterized in that: between two adjacent templates (1), be provided with shaped steel of vertically putting more energy into (6), the described both sides vertically putting more energy into shaped steel (6) are close to two adjacent templates (1) respectively, and described nut (5) is through vertically putting more energy into shaped steel (6) and template (1) is connected with skeleton reinforcing steel bar (41) ends screw of stirrup (4) both sides.
The self-balancing monoblock type template assembly structure of reinforced column the most according to claim 6, it is characterized in that: be provided with some sash shaped steel (8) along described template (1) vertical direction, described sash shaped steel (8) is close to template (1) and shaped steel (6) of vertically putting more energy into, and described nut (5) is through sash shaped steel (8), vertically put more energy into shaped steel (6) and template (1) is connected with skeleton reinforcing steel bar (41) ends screw of stirrup (4) both sides.
8. according to the self-balancing monoblock type template assembly structure of any one described reinforced column in Claims 1 to 5, it is characterised in that: described template (1) for being combined formation concrete column after concreting completes with inner concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510752547.1A CN106032701B (en) | 2015-11-06 | 2015-11-06 | A kind of self-balancing monoblock type template assembly structure of reinforced column |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510752547.1A CN106032701B (en) | 2015-11-06 | 2015-11-06 | A kind of self-balancing monoblock type template assembly structure of reinforced column |
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| Publication Number | Publication Date |
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| CN106032701A true CN106032701A (en) | 2016-10-19 |
| CN106032701B CN106032701B (en) | 2018-12-25 |
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| CN201510752547.1A Active CN106032701B (en) | 2015-11-06 | 2015-11-06 | A kind of self-balancing monoblock type template assembly structure of reinforced column |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2018107234A1 (en) * | 2016-12-14 | 2018-06-21 | Starpartner Pty Ltd | Permanent formwork member for a column or beam support member |
| CN110206229A (en) * | 2019-06-10 | 2019-09-06 | 上海建工四建集团有限公司 | A kind of concrete column splicing structure and its construction method |
| WO2021035280A1 (en) * | 2019-08-28 | 2021-03-04 | Form 700 Pty Ltd | Column formwork improvements |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4472331A (en) * | 1979-05-29 | 1984-09-18 | Masayuki Kida | Method for building a reinforced concrete structure |
| CN202055521U (en) * | 2011-05-12 | 2011-11-30 | 中建七局第二建筑有限公司 | Side template fixing structure of large reinforced concrete independent base |
| CN202370173U (en) * | 2011-12-13 | 2012-08-08 | 中冶建工集团有限公司 | Structural member for construction of fabricated column |
| CN103243909A (en) * | 2013-05-21 | 2013-08-14 | 湖南鑫隆模塑科技开发有限公司 | Quickly-clamped concrete pouring device |
| CN205153535U (en) * | 2015-11-06 | 2016-04-13 | 广州容联建筑科技有限公司 | Structure is assembled to reinforced concrete column's self -balancing integral template |
-
2015
- 2015-11-06 CN CN201510752547.1A patent/CN106032701B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4472331A (en) * | 1979-05-29 | 1984-09-18 | Masayuki Kida | Method for building a reinforced concrete structure |
| CN202055521U (en) * | 2011-05-12 | 2011-11-30 | 中建七局第二建筑有限公司 | Side template fixing structure of large reinforced concrete independent base |
| CN202370173U (en) * | 2011-12-13 | 2012-08-08 | 中冶建工集团有限公司 | Structural member for construction of fabricated column |
| CN103243909A (en) * | 2013-05-21 | 2013-08-14 | 湖南鑫隆模塑科技开发有限公司 | Quickly-clamped concrete pouring device |
| CN205153535U (en) * | 2015-11-06 | 2016-04-13 | 广州容联建筑科技有限公司 | Structure is assembled to reinforced concrete column's self -balancing integral template |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2018107234A1 (en) * | 2016-12-14 | 2018-06-21 | Starpartner Pty Ltd | Permanent formwork member for a column or beam support member |
| CN110206229A (en) * | 2019-06-10 | 2019-09-06 | 上海建工四建集团有限公司 | A kind of concrete column splicing structure and its construction method |
| WO2021035280A1 (en) * | 2019-08-28 | 2021-03-04 | Form 700 Pty Ltd | Column formwork improvements |
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|---|---|
| CN106032701B (en) | 2018-12-25 |
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