CN106032692B - A kind of integral type pouring molding construction method of reinforced column - Google Patents
A kind of integral type pouring molding construction method of reinforced column Download PDFInfo
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- CN106032692B CN106032692B CN201510752765.5A CN201510752765A CN106032692B CN 106032692 B CN106032692 B CN 106032692B CN 201510752765 A CN201510752765 A CN 201510752765A CN 106032692 B CN106032692 B CN 106032692B
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- template
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- stirrup
- reinforcement cage
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention discloses a kind of integral type pouring molding construction method of reinforced column, the integral type pouring molding construction method of this reinforced column, post steel reinforcement cage is formed by some stirrups and post steel reinforcement cage vertical reinforcement, and the termination of the skeleton reinforcing steel bar of the stirrup by forming post steel reinforcement cage sets external screw thread, outboard template is fixed through template, each Side shuttering forms the monoblock type template assembly structure with self-balancing performance after fixing respectively, the convenient monoblock type formwork structure for completing assembly, which is lifted to job site, is constructed, this construction method simplifies the site operation flow of concrete column, and the globality of structure is good, this is invented for the realm of building construction.
Description
Technical field
The present invention relates to the realm of building construction, is constructed more particularly to a kind of integral type pouring molding of reinforced column
Method.
Background technology
Colligation vertical reinforcement and stirrup form post steel reinforcement cage to ordinary reinforced concrete post first at the construction field (site), then are cut in post
Support template around face, after-pouring concrete, after concrete setting and reaching some strength requirement, then remove around column section
Template.Site operation step is more, and flow 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 job 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.
The content of the invention
To solve the above problems, present invention offer one kind can be quick by concreting after the completion of formwork structure assembly
Complete the integral type pouring molding construction method of the reinforced column of construction.
The technical solution adopted for the present invention to solve the technical problems is：
A kind of integral type pouring molding construction method of reinforced column, comprises the following steps：
1st, post steel reinforcement cage and monoblock type template assembly structure are made；
a）, along concrete column length direction set some post steel reinforcement cage Vertical bar connections some along concrete column length side
The stirrup be arrangeding in parallel to each other forms post steel reinforcement cage, and both ends are equipped with each stirrup and are stretched out to outside and with externally threaded skeleton
Reinforcing bar；
b）, post steel reinforcement cage periphery installation it is some along concrete column length direction set templates, each template by from
The nut and the external screw thread connection of skeleton reinforcing steel bar that outside penetrates realize and fixed that template is stretched out at the both ends of each post steel reinforcement cage vertical reinforcement
Termination；
c）, the vertical shaped steel of putting more energy into being fixedly connected with two side templates is set between two adjacent templates, and by from mould
The skeleton reinforcing steel bar termination that plate passes is fixed through vertical shaped steel of putting more energy into from outside by nut；
d）, installation be looped around the sash shaped steel set on the outside of each template, and the skeleton reinforcing steel bar by being passed from template
Termination passes through sash shaped steel, and is fixed from outside by nut, forms the concrete column reinforcing bar cage template assembly of self-balancing
Structure；
2nd, the concrete column reinforcing bar cage template assembly structure is transported to job site and lifted in place；
3rd, the post steel reinforcement cage vertical reinforcement of connecting pole steel reinforcement cage；
The 4th, suspension column template and suspension column template and the shaped steel of putting more energy into of column template connecting portion are installed；
5th, the casting concrete on the inside of template, concrete and template one coagulation forming form reinforced column；
6th, after concrete setting reaches predetermined strength, vertical put more energy into shaped steel and the sash type of temperature pier template are removed
Steel, move to floor recycling above.
It is further used as the improvement of technical solution of the present invention, stirrup includes some skeleton reinforcing steel bars overlapped in length and breadth, on stirrup
It is additionally provided with the another plus stirrup being connected with multiple spot on stirrup.
Be further used as the improvement of technical solution of the present invention, another plus stirrup include it is some longitudinally of one another or horizontal reinforcing bar
The entirety to be formed is welded and fixed, the tie point of another plus stirrup and skeleton reinforcing steel bar passes through welding or banding fixed.
The improvement of technical solution of the present invention is further used as, another plus stirrup bends the steel ring formed, steel for one by reinforcing bar
Rib ring is fixed on stirrup with the dislocation of each skeleton reinforcing steel bar, and steel ring and the tie point of each skeleton reinforcing steel bar are consolidated by welding or colligation
It is fixed.
The improvement of technical solution of the present invention is further used as, some sash types are provided with along the periphery of template is equidistant
Steel, each sash shaped steel are close to template and vertical shaped steel of putting more energy into, and nut passes through sash shaped steel, vertical put more energy into shaped steel and mould
Plate 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, in step 1, the template passes through skeleton reinforcing steel bar with post steel reinforcement cage
Both ends to draw connection formed self-balancing entirety.
It is further used as the improvement of technical solution of the present invention, is combined to form in step 1, after concreting with template whole
Body, whole Transporting and lifting are installed.
Beneficial effects of the present invention：The integral type pouring molding construction method of this reinforced column, passes through some stirrups
Post steel reinforcement cage is formed with post steel reinforcement cage vertical reinforcement, and the termination setting of the skeleton reinforcing steel bar of the stirrup by forming post steel reinforcement cage is outer
Screw thread, outboard template is fixed through template, each Side shuttering forms the entirety with self-balancing performance after fixing respectively
Formula template assembly structure, the convenient monoblock type formwork structure for completing assembly, which is lifted to job site, is constructed, this construction party
Method simplifies the site operation flow of concrete column, and the globality of structure is good.
Brief description of the drawings
The invention will be further described below in conjunction with the accompanying drawings：
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 overall structure front view of the embodiment of the present invention；
Fig. 4 is that construction process of the present invention sets up process first state structural representation；
Fig. 5 is that construction process of the present invention sets up process the second status architecture schematic diagram.
Embodiment
1~Fig. 5 of reference picture, the present invention are a kind of integral type pouring molding construction method of reinforced column, including with
Lower step：
1st, post steel reinforcement cage and monoblock type template assembly structure are made；
a）, along concrete column length direction to set some post steel reinforcement cage vertical reinforcements 7 to connect some along concrete column length
The stirrup 4 that direction is set parallel to each other forms post steel reinforcement cage, and both ends are equipped with each stirrup 4 and are stretched out to outside and with externally threaded
Skeleton reinforcing steel bar 41；
b）, post steel reinforcement cage periphery installation it is some along concrete column length direction set templates, each template by from
The nut 5 that outside penetrates is connected realization with the external screw thread of skeleton reinforcing steel bar 41 and fixed, and the both ends of each post steel reinforcement cage vertical reinforcement 7 are stretched out
The termination of template；
c）, the vertical shaped steel of putting more energy into being fixedly connected with two side templates is set between two adjacent templates, and by from mould
The termination of skeleton reinforcing steel bar 41 that plate passes is fixed through vertical shaped steel 6 of putting more energy into from outside by nut 5；
d）, installation be looped around the sash shaped steel 8 set on the outside of each template, and the skeleton reinforcing steel bar by being passed from template
41 terminations pass through sash shaped steel 8, and are fixed from outside by nut 5, form the concrete column reinforcing bar cage template of self-balancing
Splicing structure；
2nd, the concrete column reinforcing bar cage template assembly structure is transported to job site and lifted in place；
3rd, the post steel reinforcement cage vertical reinforcement of connecting pole steel reinforcement cage；
The 4th, suspension column template and suspension column template and the shaped steel of putting more energy into of column template connecting portion are installed；
5th, the casting concrete on the inside of template, concrete and template one coagulation forming form reinforced column；
6th, after concrete setting reaches predetermined strength, vertical put more energy into shaped steel and the sash type of temperature pier template are removed
Steel, move to floor recycling above.
The integral type pouring molding construction method of this reinforced column, passes through some stirrups 4 and post steel reinforcement cage vertical steel
Muscle 7 forms post steel reinforcement cage, and the termination of the skeleton reinforcing steel bar 41 of the stirrup 4 by forming post steel reinforcement cage sets external screw thread, through mould
Outboard template is fixed plate, and each Side shuttering forms the monoblock type template assembly knot with self-balancing performance after fixing respectively
Structure, the convenient monoblock type formwork structure for completing assembly, which is lifted to job site, is constructed, and this construction method simplifies concrete
The site operation flow of post, and the globality of structure is good.
As the preferred embodiment of the present invention, stirrup 4 includes some skeleton reinforcing steel bars 41 overlapped in length and breadth, is gone back on stirrup 4
Provided with the another plus stirrup 42 being connected with multiple spot on stirrup 4.
As the preferred embodiment of the present invention, another plus stirrup 42 include it is some longitudinally of one another or horizontal reinforcement welding
The fixed entirety formed, another plus stirrup 42 and the tie point of skeleton reinforcing steel bar 41 pass through welding or banding fixed.
As the preferred embodiment of the present invention, another plus stirrup 42 bends the steel ring formed, steel ring for one by reinforcing bar
It is fixed on the dislocation of each skeleton reinforcing steel bar 41 on stirrup 4, steel ring and the tie point of each skeleton reinforcing steel bar 41 pass through welding or colligation
It is fixed.
Each stirrup 4 is overlapped and is welded in length and breadth before post steel reinforcement cage is assembled into by skeleton reinforcing steel bar 41, is set on each stirrup 4
Another plus stirrup 42 is put, each another plus stirrup 42 primarily serves the intensity auxiliary humidification overall to stirrup 4, another plus stirrup 42 to set
Putting can be realized by above diversified forms.
As the preferred embodiment of the present invention, some sash shaped steel 8, each water are provided with along the periphery of template is equidistant
Flat shaped steel 8 of putting more energy into is close to template and vertical shaped steel 6 of putting more energy into, and nut 5 passes through sash shaped steel 8, vertical put more energy into shaped steel 6 and template
It is connected with the ends screw of skeleton reinforcing steel bar 41 of the both sides of stirrup 4.
Vertical shaped steel 6 of putting more energy into is arranged between two adjacent templates, and is fixedly connected with the template of both sides, may be such that entirety
Formula template forms an entirety sealed around, prevents that concrete is revealed in concreting process, meanwhile, monoblock type can be strengthened
The connectivity robustness of template.
The threaded connection that the template of surrounding is provided with by termination between externally threaded skeleton reinforcing steel bar 41 and nut 5 is fixed,
By being attached between adjacent template by shaped steel 6 of vertically putting more energy into, it may be such that the template of post steel reinforcement cage and periphery is formed from flat
The entirety of weighing apparatus, there is more preferable stability, conveniently transported the reinforced column integrated template structure that assembly is completed,
Transfer and lifting.
As the preferred embodiment of the present invention, in step 1, both ends that the template passes through skeleton reinforcing steel bar with post steel reinforcement cage
To draw connection formed self-balancing entirety, can whole Transporting and lifting install, job site be not required to set template temporary support.
As the preferred embodiment of the present invention, in step 1, entirety is combined to form with template after concreting, is constructed
After the completion of be not required to form removal.
Certainly, the invention is not limited to above-mentioned embodiment, and those skilled in the art are without prejudice to originally
Equivalent variations or replacement can be also made on the premise of spirit, these equivalent modifications or replacement are all contained in the application right
It is required that in limited range.
Claims (7)
1. a kind of integral type pouring molding construction method of reinforced column, comprises the following steps：
1st, post steel reinforcement cage and monoblock type template assembly structure are made；
A), along concrete column length direction set some post steel reinforcement cage Vertical bar connections some along concrete column length direction that
This stirrup be arrangeding in parallel forms post steel reinforcement cage, and both ends are equipped with each stirrup and are stretched out to outside and with externally threaded skeleton
Reinforcing bar；
B), lead in some templates set along concrete column length direction of the periphery of post steel reinforcement cage installation, each template
Fixation, the both ends of each post steel reinforcement cage vertical reinforcement are realized in the external screw thread connection for crossing the nut penetrated from outside and skeleton reinforcing steel bar
Stretch out the termination of template；
Characterized in that, it is further comprising the steps of,
C), the vertical shaped steel of putting more energy into being fixedly connected with two side templates is set between the two adjacent templates, and by from mould
The skeleton reinforcing steel bar termination that plate passes is fixed through vertical shaped steel of putting more energy into from outside by nut；
D), installation is looped around the sash shaped steel set on the outside of each template, and the skeleton reinforcing steel bar termination by being passed from template
Fixed through sash shaped steel, and from outside by nut, form the concrete column reinforcing bar cage template assembly structure of self-balancing；
2nd, the concrete column reinforcing bar cage template assembly structure is transported to job site and lifted in place；
3rd, the post steel reinforcement cage vertical reinforcement of connecting pole steel reinforcement cage；
The 4th, suspension column template and suspension column template and the shaped steel of putting more energy into of column template connecting portion are installed；
5th, the casting concrete on the inside of template, concrete and template one coagulation forming form reinforced column；
6th, after concrete setting reaches predetermined strength, vertical put more energy into shaped steel and the sash shaped steel of temperature pier template are removed,
Move to floor recycling above.
2. the integral type pouring molding construction method of reinforced column according to claim 1, it is characterised in that：It is described
Stirrup includes some skeleton reinforcing steel bars overlapped in length and breadth, and the another plus stirrup being connected with multiple spot on stirrup is additionally provided with the stirrup.
3. the integral type pouring molding construction method of reinforced column according to claim 2, it is characterised in that：It is described
Another plus stirrup include it is some longitudinally of one another or horizontal reinforcement welding fixes the entirety to be formed, it is described separately plus stirrup and skeleton steel
The tie point of muscle passes through welding or banding fixed.
4. the integral type pouring molding construction method of reinforced column according to claim 2, it is characterised in that：It is described
Another plus stirrup is a steel ring formed by reinforcing bar bending, and the steel ring is fixed on stirrup with the dislocation of each skeleton reinforcing steel bar, institute
State steel ring and the tie point of each skeleton reinforcing steel bar passes through welding or banding fixed.
5. the integral type pouring molding construction method of reinforced column according to claim 1, it is characterised in that：Along institute
State template periphery it is equidistant be provided with some sash shaped steel, each sash shaped steel is close to template and vertical type of putting more energy into
Steel, the nut pass through sash shaped steel, vertical shaped steel and template and the skeleton reinforcing steel bar ends screw company of stirrup both sides of putting more energy into
Connect.
6. the integral type pouring molding construction method of reinforced column according to claim 1, it is characterised in that：It is described
In step 1, the template and post steel reinforcement cage by the both ends of skeleton reinforcing steel bar to drawing connection to form self-balancing entirety, whole Transporting and
Lifting installation.
7. the integral type pouring molding construction method of reinforced column according to claim 1, it is characterised in that：It is described
In step 1, entirety is combined to form with template after concreting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510752765.5A CN106032692B (en) | 2015-11-06 | 2015-11-06 | A kind of integral type pouring molding construction method of reinforced column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510752765.5A CN106032692B (en) | 2015-11-06 | 2015-11-06 | A kind of integral type pouring molding construction method of reinforced column |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106032692A CN106032692A (en) | 2016-10-19 |
| CN106032692B true CN106032692B (en) | 2018-01-09 |
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| CN201510752765.5A Active CN106032692B (en) | 2015-11-06 | 2015-11-06 | A kind of integral type pouring molding construction method of reinforced column |
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| CN107288261A (en) * | 2017-07-03 | 2017-10-24 | 广州容联建筑科技有限公司 | A kind of construction method of reinforced column cavity |
| CN107435415A (en) * | 2017-07-03 | 2017-12-05 | 广州容联建筑科技有限公司 | A kind of reinforced column and construction method for building industrialization |
| CN107313554A (en) * | 2017-08-10 | 2017-11-03 | 滨州学院 | A kind of reinforced column constructing device of free removal template |
| TWI661109B (en) * | 2017-08-17 | 2019-06-01 | Ruentex Engineering & Construction Co., Ltd. | Method of assembling column stirrups |
| CN110206227A (en) * | 2019-05-10 | 2019-09-06 | 中天建设集团有限公司 | A kind of superelevation column template reinforcing bar integral hoisting construction method |
| CN110206230B (en) * | 2019-06-10 | 2023-05-16 | 上海建工四建集团有限公司 | Concrete column reinforcement cage and formwork system integrated structure and construction method |
| CN110206229B (en) * | 2019-06-10 | 2023-07-18 | 上海建工四建集团有限公司 | Concrete column assembly structure and construction method thereof |
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| CN110512860A (en) * | 2019-09-19 | 2019-11-29 | 武汉悉道建筑科技有限公司 | A kind of reinforcing bar integrated template system and preparation method thereof |
| CN114482550B (en) * | 2021-12-31 | 2024-03-22 | 华能国际电力股份有限公司上海石洞口第一电厂 | Concrete ultra-high column pouring construction method |
| CN115288507B (en) * | 2022-07-25 | 2023-09-12 | 中建八局深圳科创发展有限公司 | Cast-in-situ river stone landscape column and construction method thereof |
| CN115110576B (en) * | 2022-07-26 | 2024-03-01 | 中铁广州工程局集团有限公司 | Integral forming construction method for frame column and base layer of underground garage |
| CN115492309B (en) * | 2022-10-31 | 2023-06-13 | 中国十九冶集团有限公司 | Reinforcement cage expansion structure and construction method for installing box-type steel column in reinforcement cage |
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| CN106032692A (en) | 2016-10-19 |
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