CN106032701B - A kind of self-balancing monoblock type template assembly structure of reinforced column - Google Patents

A kind of self-balancing monoblock type template assembly structure of reinforced column Download PDF

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Publication number
CN106032701B
CN106032701B CN201510752547.1A CN201510752547A CN106032701B CN 106032701 B CN106032701 B CN 106032701B CN 201510752547 A CN201510752547 A CN 201510752547A CN 106032701 B CN106032701 B CN 106032701B
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Prior art keywords
stirrup
skeleton
template
several
reinforcing steel
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CN106032701A (en
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刘付钧
李盛勇
黄忠海
郭伟亮
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Guangzhou Ronglian Building Science & Technology Co Ltd
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Guangzhou Ronglian Building Science & Technology Co Ltd
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Abstract

The invention discloses a kind of self-balancing monoblock type template assembly structures of reinforced column, it is connected and fixed the stirrup to be formed in length and breadth by several skeleton reinforcing steel bars including several, each stirrup is set parallel to each other along the vertical direction, it is additionally provided with and is connected with each stirrup to constitute several vertical reinforcing bars of steel reinforcement cage, several vertically arranged templates are equipped with positioned at the outside of steel reinforcement cage, each template is fixed by the end of several skeleton reinforcing steel bars.The self-balancing monoblock type template assembly structure of this reinforced column forms steel reinforcement cage by several stirrups and vertical reinforcing bar, and template is passed through by the end for the skeleton reinforcing steel bar for forming steel reinforcement cage, outboard template is fixed, each Side shuttering forms the monoblock type template assembly structure with self-balancing performance after fixing respectively, lifting to construction site after the completion of assembly is facilitated to construct, this lightweight construction and lifting be easy, site operation process can be simplified, and the good integrity of structure, the invention are used for the realm of building construction.

Description

A kind of self-balancing monoblock type template assembly structure of reinforced column
Technical field
The present invention relates to the realm of building construction, spell more particularly to a kind of self-balancing monoblock type template of reinforced column Assembling structure.
Background technique
Ordinary reinforced concrete column binds vertical reinforcement first at the construction field (site) and stirrup forms steel reinforcement cage, then in column section Surrounding support template, after-pouring concrete after concrete setting and reaching some strength requirement, then are removed around column section Template.Site operation step is more, and process is complicated, and site operation is long in time limit.
Traditional prefabricated reinforced concrete column completes above-mentioned steps in factory, and completely prefabricated reinforced column is transported Defeated then to lift installation to behind construction site, the weight of transport and lifting installation is larger, and the connecting structure between prefabricated components Complexity, the stress performance and globality of structure be not good enough.
Summary of the invention
To solve the above problems, the present invention, which provides one kind, assembled construction is rapidly completed by concreting after the completion The self-balancing monoblock type template assembly structure of reinforced column.
The technical solution adopted by the present invention to solve the technical problems is:
A kind of self-balancing monoblock type template assembly structure of reinforced column, including several pass through several skeleton steel flaccidities of tendon and muscle Horizontal to be connected and fixed the stirrup to be formed, each stirrup is set parallel to each other along the vertical direction, is additionally provided with and is connected with each stirrup to constitute Several vertical reinforcing bars of steel reinforcement cage are equipped with several vertically arranged templates positioned at the outside of steel reinforcement cage, and each template passes through several bones The end of frame reinforcing bar is fixed.
It is further used as the improvement of technical solution of the present invention, and each stirrup includes stirrup skeleton and is connected on stirrup skeleton Separately plus stirrup, stirrup skeleton include positioned at the horizontal and vertical several skeleton reinforcing steel bars for being located at middle part and being located at two sides Two skeleton reinforcing steel bars, each skeleton reinforcing steel bar for constituting stirrup skeleton are welded to one another fixation.
It is further used as the improvement of technical solution of the present invention, and the both ends for constituting each skeleton reinforcing steel bar of stirrup are provided with outer spiral shell Line penetrates to set internal thread nut and be threadedly coupled with skeleton reinforcing steel bar both ends and carrys out fixed form on the outside of each template.
It is further used as the improvement of technical solution of the present invention, constitutes the another plus stirrup of stirrup by reinforcing bar transversely or longitudinally It forms and integral to be welded and fixed in point of intersection, the tie point of each another plus stirrup and skeleton reinforcing steel bar by welding or is bound solid It is fixed.
It is further used as the improvement of technical solution of the present invention, steel ring made of separately stirrup being added to be bent for one as reinforcing bar, steel Rib ring and the dislocation of each skeleton reinforcing steel bar are fixed on stirrup, and the tie point of steel ring and each skeleton reinforcing steel bar is solid by welding or binding It is fixed.
It is further used as the improvement of technical solution of the present invention, and fashioned iron of vertically putting more energy into is equipped between two adjacent templates, vertical to add Two adjacent templates are close in the two sides of strength fashioned iron respectively, and nut passes through the skeleton steel of vertically put more energy into fashioned iron and template and stirrup two sides The connection of muscle ends screw.
It is further used as the improvement of technical solution of the present invention, is equipped with several sash fashioned iron, water along template vertical direction Flat fashioned iron of putting more energy into is close to template and fashioned iron of vertically putting more energy into, and nut is across sash fashioned iron, vertically put more energy into fashioned iron and template and hoop The skeleton reinforcing steel bar ends screw of muscle two sides connects.
It is further used as the improvement of technical solution of the present invention, template be after the completion of concreting with inner concrete knot Conjunction forms concrete column.
Beneficial effects of the present invention: the self-balancing monoblock type template assembly structure of this reinforced column passes through several stirrups Steel reinforcement cage is formed with vertical reinforcing bar, and template is passed through to outboard template by the end of the skeleton reinforcing steel bar of the stirrup of composition steel reinforcement cage It is fixed, each Side shuttering forms the monoblock type template assembly structure with self-balancing performance after fixing respectively, facilitates assembly Lift to construction site and construct after the completion, this lightweight construction and lifting be easy, site operation process, and structure can be simplified Good integrity.
Detailed description of the invention
The present invention will be further explained below with reference to the attached 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 overall structure main view of the embodiment of the present invention.
Specific embodiment
Referring to Fig.1~Fig. 3, the present invention are a kind of self-balancing monoblock type template assembly structure of reinforced column, including Several to be connected and fixed the stirrup 4 to be formed in length and breadth by several skeleton reinforcing steel bars 41, each stirrup 4 is set parallel to each other along the vertical direction, It is additionally provided with and is connected with each stirrup 4 to constitute several vertical reinforcing bars 7 of steel reinforcement cage, be equipped with positioned at the outside of steel reinforcement cage several vertical The template 1 of setting, each template 1 are fixed by the end of several skeleton reinforcing steel bars 41.
The self-balancing monoblock type template assembly structure of this reinforced column is made up of several stirrups 4 and vertical reinforcing bar 7 Steel reinforcement cage, and template is passed through by the end of the skeleton reinforcing steel bar 41 of the stirrup 4 of composition steel reinforcement cage, the template 1 in outside is consolidated Fixed, the template 1 of each side forms the monoblock type template assembly structure with self-balancing performance after fixing respectively, facilitates assembled completion After lift to construction site and construct, this lightweight construction and lifting is easy can simplify site operation process, and structure is whole Body is good.
As a preferred embodiment of the present invention, each stirrup 4 include stirrup skeleton and be connected to another on stirrup skeleton plus Stirrup 42, stirrup skeleton include positioned at the horizontal and vertical several skeleton reinforcing steel bars 41 for being located at middle part and being located at two sides Two skeleton reinforcing steel bars 41, each skeleton reinforcing steel bar 41 for constituting stirrup skeleton are welded to one another fixation.Stirrup 4 passes through at least eight skeleton steels Muscle 41 connects and composes in length and breadth each other, and skeleton reinforcing steel bar 41 is located at the middle part or two sides of each side, it is possible to provide monoblock type template Optimal fixing intensity.
As a preferred embodiment of the present invention, the both ends for constituting each skeleton reinforcing steel bar 41 of stirrup are provided with external screw thread, It penetrates to set internal thread nut 5 and be threadedly coupled with 41 both ends of skeleton reinforcing steel bar on the outside of each template 1 and carrys out fixed form 1.
Screw hole can be equipped in template 1, internal screw thread is arranged in nut 5, realizes the spiral shell with 41 end of skeleton reinforcing steel bar across screw hole Line is fixedly connected.By can adjust the degree that is connected firmly of template 1 from outside adjusting nut 5 so that monoblock type template reach compared with Good connectivity robustness.
As a preferred embodiment of the present invention, the another plus stirrup 42 of stirrup 4 is constituted by reinforcing bar group transversely or longitudinally Integral to be welded and fixed at and point of intersection, the tie point of each another plus stirrup 42 and skeleton reinforcing steel bar 41 is solid by welding or binding It is fixed.
As a preferred embodiment of the present invention, steel ring made of separately stirrup 42 being added to be bent for one as reinforcing bar, steel ring It is fixed on stirrup with the dislocation of each skeleton reinforcing steel bar 41, the tie point of steel ring and each skeleton reinforcing steel bar 41 is solid by welding or binding It is fixed.
Each another plus stirrup 42, which is primarily served, assists humidification to the whole intensity of stirrup 4, and another plus stirrup 42 setting can It is realized by the above diversified forms.
As a preferred embodiment of the present invention, fashioned iron 6 of vertically putting more energy into, type of vertically putting more energy into are equipped between two adjacent templates 1 Two adjacent templates 1 are close in the two sides of steel 6 respectively, and nut 5 passes through the skeleton of vertically put more energy into fashioned iron 6 and template 1 and 4 two sides of stirrup The connection of 41 ends screw of reinforcing bar.
As a preferred embodiment of the present invention, several sash fashioned iron 8 are equipped with along 1 vertical direction of template, level adds Strength fashioned iron 8 is close to template 1 and vertically puts more energy into fashioned iron 6, nut 5 passes through sash fashioned iron 8, fashioned iron 6 and the template 1 of vertically putting more energy into 41 ends screw of skeleton reinforcing steel bar of 4 two sides of stirrup connects.
Fashioned iron 6 of vertically putting more energy into is arranged between two adjacent templates 1, and is fixedly connected with the template of two sides 1, may make whole Body formula template forms an entirety sealed around, prevents concrete in concreting process from revealing, meanwhile, it can enhance whole The connectivity robustness of formula template.
As a preferred embodiment of the present invention, template 1 be after the completion of concreting in conjunction with inner concrete shape At concrete column.
Template 1 is permanent shuttering, is combined as a whole after the completion of concreting with concrete, does not have to remove, can save Working procedure.
Certainly, the invention is not limited to above embodiment, and those skilled in the art are without prejudice to originally Equivalent deformation or replacement can be also made under the premise of spirit, these equivalent variation or replacement are all contained in the application right It is required that in limited range.

Claims (6)

1. a kind of self-balancing monoblock type template assembly structure of reinforced column, it is characterised in that: including several by several Skeleton reinforcing steel bar (41) is connected and fixed the stirrup to be formed (4) in length and breadth, and each stirrup (4) is set parallel to each other along the vertical direction, separately Several vertical reinforcing bars (7) that steel reinforcement cage is constituted equipped with being connected with each stirrup (4), set on the outside of the steel reinforcement cage There are several vertically arranged templates (1), each template (1) is fixed by the end of several skeleton reinforcing steel bars (41), described in composition The both ends of each skeleton reinforcing steel bar (41) of stirrup (4) are provided with external screw thread, penetrate on the outside of each template (1) equipped with internal screw thread Nut (5) be threadedly coupled to come fixed form (1) with skeleton reinforcing steel bar (41) both ends, the template (1) concreting complete Concrete column is formed in conjunction with inner concrete afterwards.
2. the self-balancing monoblock type template assembly structure of reinforced column according to claim 1, it is characterised in that: each The stirrup (4) includes stirrup skeleton and is connected to another on stirrup skeleton plus stirrup (42), and the stirrup skeleton includes laterally With longitudinal several skeleton reinforcing steel bars (41) for being located at middle part and two skeleton reinforcing steel bars (41) for being located at two sides, described in composition Each skeleton reinforcing steel bar (41) of stirrup skeleton is welded to one another fixation.
3. the self-balancing monoblock type template assembly structure of reinforced column according to claim 2, it is characterised in that: structure It is made of at another plus stirrup (42) of the stirrup (4) reinforcing bar transversely or longitudinally and whole to be welded and fixed into point of intersection The tie point of body, each another plus stirrup (42) and skeleton reinforcing steel bar (41) passes through welding or binding and fixing.
4. the self-balancing monoblock type template assembly structure of reinforced column according to claim 2, it is characterised in that: institute Steel ring made of separately stirrup (42) being added to be bent for one as reinforcing bar is stated, the steel ring is fixed on each skeleton reinforcing steel bar (41) dislocation On stirrup, the tie point of the steel ring and each skeleton reinforcing steel bar (41) passes through welding or binding and fixing.
5. the self-balancing monoblock type template assembly structure of reinforced column described in any one according to claim 1~4, It vertically puts more energy into fashioned iron (6) it is characterized by: being equipped between two adjacent templates (1), the two sides difference of the fashioned iron (6) of vertically putting more energy into It is close to two adjacent templates (1), the nut (5) passes through the bone of vertically put more energy into fashioned iron (6) and template (1) and stirrup (4) two sides The connection of frame reinforcing bar (41) ends screw.
6. the self-balancing monoblock type template assembly structure of reinforced column according to claim 4, it is characterised in that: edge Template (1) vertical direction is equipped with several sash fashioned iron (8), and the sash fashioned iron (8) is close to template (1) and perpendicular To fashioned iron of putting more energy into (6), the nut (5) passes through sash fashioned iron (8), vertically put more energy into fashioned iron (6) and template (1) and stirrup (4) skeleton reinforcing steel bar (41) the ends screw connection of two sides.
CN201510752547.1A 2015-11-06 2015-11-06 A kind of self-balancing monoblock type template assembly structure of reinforced column Active CN106032701B (en)

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* Cited by examiner, † Cited by third party
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
WO2021035280A1 (en) * 2019-08-28 2021-03-04 Form 700 Pty Ltd Column formwork improvements

Citations (5)

* Cited by examiner, † Cited by third party
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

Patent Citations (5)

* Cited by examiner, † Cited by third party
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

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