CN205153221U - Structure is assembled to self -balancing integral template of reinforced concrete shear force wall - Google Patents
Structure is assembled to self -balancing integral template of reinforced concrete shear force wall Download PDFInfo
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- CN205153221U CN205153221U CN201520883910.9U CN201520883910U CN205153221U CN 205153221 U CN205153221 U CN 205153221U CN 201520883910 U CN201520883910 U CN 201520883910U CN 205153221 U CN205153221 U CN 205153221U
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Abstract
The utility model discloses a structure is assembled to self -balancing integral template of reinforced concrete shear force wall, connecting the fixed skeleton stirrup that forms between a plurality of vertical framework steel bar including a plurality of the welding through a plurality of horizontal framework steel bar, each skeleton stirrup is parallel arrangement each other, and other is equipped with a plurality of vertical reinforcing steel bar that link with each skeleton stirrup homogeneous phase, and the both sides that are located the steel reinforcement cage all are equipped with the wall template of vertical setting, and two wall templates are fixed through each horizontal framework steel bar's end. The steel reinforcement cage is constituteed through a plurality of skeleton stirrups and vertical reinforcing steel bar to this template assembly structure, and the vertical framework steel bar's through constituteing the steel reinforcement cage end is passed the wall template and is fixed it, the fixed back of each wall template forms the integral shear wall template who has the self regulation ability and assembles the structure, 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
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 shear wall.
Background technology
First colligation vertical reinforcement and stirrup form reinforcing cage to ordinary reinforced concrete shear wall at the construction field (site), support template around shear wall cross section again, after-pouring concrete, until concrete setting and after reaching some strength requirement, then removes the template around shear wall cross section.Site operation step is many, and flow process is complicated, and site operation is long in time limit.
Tradition precast reinforced concrete shear wall completes above-mentioned steps in factory, and after completely prefabricated reinforced concrete shear wall is transported to job site, lift installation again, the weight that transport and lifting are installed is larger, and the connecting structure between prefabricated units is complicated, and stress performance and the globality of structure are 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 shear wall 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 shear wall, comprise and be somely welded on the skeleton stirrup being connected and fixed formation between some longitudinal framework reinforcing bars by some horizontal skeleton reinforcing steel bar, each skeleton stirrup is vertically set parallel to each other, separately be provided with the some vertical reinforcing bar be all connected to form reinforcing cage with each skeleton stirrup, the both sides being positioned at reinforcing cage are equipped with the vertical metope template arranged, and two metope templates are fixed by the termination of each horizontal skeleton reinforcing steel bar.
Be further used as the improvement of technical solutions of the utility model, the two ends of metope template are all stretched out at the two ends of skeleton stirrup.
Be further used as the improvement of technical solutions of the utility model, the side of metope template is stretched out in one end of skeleton stirrup, and the opposite side of metope template is provided with Side shuttering, and Side shuttering is fixed by the termination of longitudinal framework reinforcing bar.
Be further used as the improvement of technical solutions of the utility model, the shaped steel of putting more energy into that cross section is right angle is provided with between Side shuttering and metope template, the put more energy into both sides of shaped steel are close to Side shuttering and metope template respectively, and the termination of longitudinal framework reinforcing bar is bolted in outside through after Side shuttering or metope template and shaped steel of putting more energy into.
Be further used as the improvement of technical solutions of the utility model, skeleton stirrup is also fixed with and somely separately adds stirrup or separately add stirrup circle, separately add stirrup and comprise some crisscross reinforcement bars be overlapped between horizontal skeleton reinforcing steel bar and longitudinal framework reinforcing bar, separately add stirrup circle to be bent by reinforcing bar and form, the tie point separately adding stirrup or separately add stirrup circle and skeleton stirrup passes through to weld or colligation is fixed.
Be further used as the improvement of technical solutions of the utility model, separately be provided with and be connected with each skeleton stirrup and be positioned at least one corner portion skeleton stirrup conplane, corner portion skeleton stirrup and the setting at an angle to each other of skeleton stirrup, be provided with each corner portion skeleton stirrup homogeneous phase the some vertical reinforcing bar forming corner portion reinforcing cage, the both sides being positioned at corner portion reinforcing cage are equipped with the vertical corner portion template arranged.
Be further used as the improvement of technical solutions of the utility model, corner portion skeleton stirrup comprise along wall direction some longitudinal framework reinforcing bars and perpendicular to wall direction some horizontal skeleton reinforcing steel bar, two corner portion templates are fixed by the termination of horizontal skeleton reinforcing steel bar.
Be further used as the improvement of technical solutions of the utility model, skeleton stirrup and corner portion skeleton stirrup are also provided with and somely separately add stirrup or separately add stirrup circle, skeleton stirrup and corner portion skeleton stirrup are by achieving a fixed connection in the welding of angle position stirrup skeleton point of intersection, each point of intersection separately adding stirrup is by being welded and fixed, and each tie point separately adding stirrup and skeleton stirrup and corner portion skeleton stirrup is by weld or colligation is fixed.
Be further used as the improvement of technical solutions of the utility model, the shaped steel of putting more energy into that cross section is right angle is provided with between corner portion template and metope template, the put more energy into both sides of shaped steel are close to corner portion template and metope template respectively, and the termination of longitudinal framework reinforcing bar is bolted in outside through after corner portion template or metope template and shaped steel of putting more energy into.
Be further used as the improvement of technical solutions of the utility model, the termination that each longitudinal framework reinforcing bar is connected with each template with horizontal skeleton reinforcing steel bar is equipped with external screw thread, and each bolt is internal thread bolt.
The beneficial effects of the utility model: the self-balancing monolithic template assembly structure of this reinforced concrete shear wall is by some skeleton stirrups and vertical reinforcing bar composition reinforcing cage, and by the termination pass through wall surface template of the longitudinal framework reinforcing bar of composition reinforcing cage, it is fixed, each metope template fixes the monolithic shear wall formwork splicing structure that rear formation has self-balancing performance, 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 shear wall formwork structure first embodiment overall structure generalized section;
Fig. 2 is the utility model shear wall formwork structure second embodiment overall structure generalized section;
Fig. 3 is the utility model shear wall formwork structure the 3rd embodiment overall structure generalized section;
Fig. 4 is the utility model shear wall formwork structure the 4th embodiment overall structure generalized section;
Fig. 5 is that the utility model shear wall formwork structure and sleeper are in conjunction with the first embodiment overall structure generalized section;
Fig. 6 is that the utility model shear wall formwork structure and sleeper are in conjunction with the second embodiment overall structure generalized section;
Fig. 7 is that the utility model shear wall formwork structure and sleeper are in conjunction with the 3rd embodiment overall structure generalized section;
Fig. 8 is that the utility model shear wall formwork structure and sleeper are in conjunction with the 4th embodiment overall structure generalized section;
Fig. 9 is the utility model shear wall formwork structure and sleeper integrated structure front view.
Detailed description of the invention
With reference to Fig. 1 ~ Fig. 9, the utility model is a kind of self-balancing monolithic template assembly structure of reinforced concrete shear wall, comprise and be somely welded on by some horizontal skeleton reinforcing steel bar 41 the skeleton stirrup 4 being connected and fixed formation between some longitudinal framework reinforcing bars 42, each skeleton stirrup 4 is vertically set parallel to each other, separately be provided with the some vertical reinforcing bar 7 be all connected to form reinforcing cage with each skeleton stirrup 4, the both sides being positioned at reinforcing cage are equipped with vertical metope template 1, the two metope template 1 arranged and are fixed by the termination of each horizontal skeleton reinforcing steel bar 41.
The self-balancing monolithic template assembly structure of this reinforced concrete shear wall is by some skeleton stirrups 4 and vertical reinforcing bar composition reinforcing cage, and by the termination pass through wall surface template 1 of the longitudinal framework reinforcing bar 42 of composition reinforcing cage, it is fixed, the monolithic shear wall formwork splicing structure with self-balancing performance is formed after each metope template 1 is fixing, 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 two ends of metope template 1 are all stretched out at the two ends of skeleton stirrup 4.
As the utility model preferred embodiment, the side of metope template 1 is stretched out in one end of skeleton stirrup 4, and the opposite side of metope template 1 is provided with Side shuttering 3, and Side shuttering 3 is fixed by the termination of longitudinal framework reinforcing bar 42.
As the utility model preferred embodiment, the shaped steel 6 of putting more energy into that cross section is right angle is provided with between Side shuttering 3 and metope template 1, the put more energy into both sides of shaped steel 6 are close to Side shuttering 3 and metope template 1 respectively, and the termination of longitudinal framework reinforcing bar 42 is bolted in outside through after Side shuttering 3 or metope template 1 and shaped steel 6 of putting more energy into.
Wall form structure has multiple way of realization, the monolithic formwork structure that one end is undertaken by Side shuttering 3 closing is as the monolithic template being positioned at termination, and the monolithic formwork structure that the equal opening in both sides is arranged is as intermediate connector, for connecting the monolithic template that is positioned at termination and being positioned at the monolithic template that the other end is connected with sleeper structure, to form monolithic wall form structural entity, in the process of monolithic template being connected both sides by intermediate connector, in each monolithic template, the stirrup of reinforcing cage extension separately adds stirrup 43 be welded to connect each other by auxiliary, outside position, template is set closes being welded to connect subsequently, monolithic template can be formed.
As the utility model preferred embodiment, skeleton stirrup 4 is also fixed with and somely separately adds stirrup 43 or separately add stirrup circle, separately add stirrup and comprise some crisscross reinforcement bars be overlapped between horizontal skeleton reinforcing steel bar 41 and longitudinal framework reinforcing bar 42, separately add stirrup circle to be bent by reinforcing bar and form, the tie point separately adding stirrup 43 or separately add stirrup circle and skeleton stirrup 4 passes through to weld or colligation is fixed.
Each stirrup 43 that separately adds mainly plays and assists humidification to the intensity of skeleton stirrup 4 entirety, separately adds the setting of stirrup 43 by implemented in many forms.
As the utility model preferred embodiment, separately be provided with and be connected with each skeleton stirrup 4 and be positioned at least one corner portion skeleton stirrup 5 conplane, corner portion skeleton stirrup 5 and skeleton stirrup 4 setting at an angle to each other, be provided with each corner portion skeleton stirrup 5 homogeneous phase the some vertical reinforcing bar 7 forming corner portion reinforcing cage, the both sides being positioned at corner portion reinforcing cage are equipped with the vertical corner portion template 2 arranged.
As the utility model preferred embodiment, corner portion skeleton stirrup 5 comprises the some longitudinal framework reinforcing bars 42 along wall direction and some horizontal skeleton reinforcing steel bar 41, the two corner portion template 2 perpendicular to wall direction is fixed by the termination of horizontal skeleton reinforcing steel bar 41.
As the utility model preferred embodiment, skeleton stirrup 4 and corner portion skeleton stirrup 5 are also provided with and somely separately add stirrup 43 or separately add stirrup circle, skeleton stirrup 4 and corner portion skeleton stirrup 5 are by being welded and fixed connection in angle position stirrup skeleton point of intersection, each point of intersection separately adding stirrup 43 is by being welded and fixed, and each tie point separately adding stirrup 43 and skeleton stirrup 4 and corner portion skeleton stirrup 5 is by weld or colligation is fixed.
As the utility model preferred embodiment, the stirrup 43 that separately adds forming skeleton stirrup 4 or corner portion skeleton stirrup 5 is a steel ring bent by reinforcing bar, steel ring and each horizontal skeleton reinforcing steel bar 41 and longitudinal framework reinforcing bar 42 misplace and are fixed on stirrup skeleton, and the overlapped points of steel ring and each skeleton reinforcing steel bar is by weld or colligation is fixed.
As the utility model preferred embodiment, the shaped steel 6 of putting more energy into that cross section is right angle is provided with between corner portion template 2 and metope template 1, the put more energy into both sides of shaped steel 6 are close to corner portion template 2 and metope template 1 respectively, and the termination of longitudinal framework reinforcing bar 42 is bolted in outside through after corner portion template 2 or metope template 1 and shaped steel 6 of putting more energy into.
As the utility model preferred embodiment, the termination that each longitudinal framework reinforcing bar 42 is connected with each template with horizontal skeleton reinforcing steel bar 41 is equipped with external screw thread, and each bolt is internal thread bolt.
Corner portion skeleton stirrup 5 and vertical reinforcing bar 7 form corner portion reinforcing cage and arrange or rotation angle position vibrational power flow to the corner realizing monolithic wall form.
Shaped steel 6 of putting more energy into be arranged on two adjacent between, and to be all fixedly connected with the template 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.
As the utility model preferred embodiment, each metope template 1, corner portion template 2 and Side shuttering 3 be permanent formwork all, after concreting completes, coagulate the part of closing and forming concrete wall structure with inner concrete, each formwork structure need not be removed, and can save working procedure.
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 (10)
1. the self-balancing monolithic template assembly structure of a reinforced concrete shear wall, it is characterized in that: comprise and be somely welded on the skeleton stirrup (4) being connected and fixed formation between some longitudinal framework reinforcing bars (42) by some horizontal skeleton reinforcing steel bar (41), each described skeleton stirrup (4) is vertically set parallel to each other, separately be provided with the some vertical reinforcing bar (7) be all connected to form reinforcing cage with each described skeleton stirrup (4), the both sides being positioned at described reinforcing cage are equipped with the vertical metope template (1) arranged, metope template (1) described in two is fixed by the termination of each horizontal skeleton reinforcing steel bar (41).
2. the self-balancing monolithic template assembly structure of reinforced concrete shear wall according to claim 1, is characterized in that: the two ends of metope template (1) are all stretched out at the two ends of described skeleton stirrup (4).
3. the self-balancing monolithic template assembly structure of reinforced concrete shear wall according to claim 1, it is characterized in that: the side of metope template (1) is stretched out in one end of described skeleton stirrup (4), the opposite side of described metope template (1) is provided with Side shuttering (3), and described Side shuttering (3) is fixed by the termination of longitudinal framework reinforcing bar (42).
4. the self-balancing monolithic template assembly structure of reinforced concrete shear wall according to claim 3, it is characterized in that: between described Side shuttering (3) and metope template (1), be provided with the shaped steel of putting more energy into (6) that cross section is right angle, the both sides of described shaped steel of putting more energy into (6) are close to Side shuttering (3) and metope template (1) respectively, and the termination of described longitudinal framework reinforcing bar (42) is bolted in outside through after Side shuttering (3) or metope template (1) and shaped steel (6) of putting more energy into.
5. according to the self-balancing monolithic template assembly structure of the reinforced concrete shear wall in claim 2 ~ 4 described in any, it is characterized in that: described skeleton stirrup (4) is also fixed with and somely separately adds stirrup (43) or separately add stirrup circle, the described stirrup that separately adds comprises some crisscross reinforcement bars be overlapped between horizontal skeleton reinforcing steel bar (41) and longitudinal framework reinforcing bar (42), the described stirrup circle that separately adds is bent by reinforcing bar and forms, and the described tie point separately adding stirrup (43) or separately add stirrup circle and skeleton stirrup (4) passes through to weld or colligation is fixed.
6. according to the self-balancing monolithic template assembly structure of the reinforced concrete shear wall in Claims 1 to 4 described in any, it is characterized in that: be separately provided with and be connected with each described skeleton stirrup (4) and be positioned at least one corner portion skeleton stirrup (5) conplane, described corner portion skeleton stirrup (5) and skeleton stirrup (4) setting at an angle to each other, the some vertical reinforcing bar (7) forming corner portion reinforcing cage is provided with each described corner portion skeleton stirrup (5) homogeneous phase, the both sides being positioned at described corner portion reinforcing cage are equipped with the vertical corner portion template (2) arranged.
7. the self-balancing monolithic template assembly structure of reinforced concrete shear wall according to claim 6, it is characterized in that: described corner portion skeleton stirrup (5) comprises along some longitudinal framework reinforcing bars (42) of wall direction and the some horizontal skeleton reinforcing steel bar (41) perpendicular to wall direction, and described in two, corner portion template (2) is fixed by the termination of horizontal skeleton reinforcing steel bar (41).
8. the self-balancing monolithic template assembly structure of reinforced concrete shear wall according to claim 7, it is characterized in that: described skeleton stirrup (4) and corner portion skeleton stirrup (5) are also provided with and somely separately add stirrup (43) or separately add stirrup circle, described skeleton stirrup (4) and corner portion skeleton stirrup (5) are by achieving a fixed connection in the welding of angle position stirrup skeleton point of intersection, each described point of intersection separately adding stirrup (43) is by being welded and fixed, each described tie point separately adding stirrup (43) and skeleton stirrup (4) and corner portion skeleton stirrup (5) is by weld or colligation is fixed.
9. the self-balancing monolithic template assembly structure of reinforced concrete shear wall according to claim 8, it is characterized in that: between described corner portion template (2) and metope template (1), be provided with the shaped steel of putting more energy into (6) that cross section is right angle, the both sides of described shaped steel of putting more energy into (6) are close to corner portion template (2) and metope template (1) respectively, and the termination of described longitudinal framework reinforcing bar (42) is bolted in outside through after corner portion template (2) or metope template (1) and shaped steel (6) of putting more energy into.
10. the self-balancing monolithic template assembly structure of the reinforced concrete shear wall according to claim 4 or 9, it is characterized in that: each described longitudinal framework reinforcing bar (42) is equipped with external screw thread with the termination that horizontal skeleton reinforcing steel bar (41) is connected with each template, and each described bolt is internal thread bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520883910.9U CN205153221U (en) | 2015-11-06 | 2015-11-06 | Structure is assembled to self -balancing integral template of reinforced concrete shear force wall |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201520883910.9U CN205153221U (en) | 2015-11-06 | 2015-11-06 | Structure is assembled to self -balancing integral template of reinforced concrete shear force wall |
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| CN205153221U true CN205153221U (en) | 2016-04-13 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049719A (en) * | 2015-11-06 | 2016-10-26 | 广州容联建筑科技有限公司 | Self-balance whole formwork assembly structure of reinforced concrete shear wall |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049719A (en) * | 2015-11-06 | 2016-10-26 | 广州容联建筑科技有限公司 | Self-balance whole formwork assembly structure of reinforced concrete shear wall |
| CN106049719B (en) * | 2015-11-06 | 2019-07-23 | 广州容联建筑科技有限公司 | A kind of self-balancing monoblock type template assembly structure of reinforced concrete shear wall |
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