CN205153535U - Structure is assembled to reinforced concrete column's self -balancing integral template - Google Patents
Structure is assembled to reinforced concrete column's self -balancing integral template Download PDFInfo
- Publication number
- CN205153535U CN205153535U CN201520883718.XU CN201520883718U CN205153535U CN 205153535 U CN205153535 U CN 205153535U CN 201520883718 U CN201520883718 U CN 201520883718U CN 205153535 U CN205153535 U CN 205153535U
- Authority
- CN
- China
- Prior art keywords
- stirrup
- template
- steel bar
- skeleton
- self
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn - After Issue
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model discloses a structure is assembled to reinforced concrete column's self -balancing integral template, connecting with great ease including a plurality of framework steel bar of passing through and fixing the stirrup that forms, vertical direction parallel arrangement is each other followed to each stirrup, and other is equipped with and links a plurality of vertical reinforcing steel bar in order to constitute the steel reinforcement cage with each stirrup homogeneous phase, and the outside that is located the steel reinforcement cage is equipped with the template of a plurality of vertical settings, and it is fixed that a plurality of framework steel bar's end is passed through to each template. This structure is assembled to reinforced concrete column's self -balancing integral template constitutes the steel reinforcement cage through a plurality of stirrups and vertical reinforcing steel bar, and the framework steel bar's through constituteing the steel reinforcement cage end is passed the external side form board of template and is fixed, it assembles the structure to form the integral template who has the self regulation ability after respectively side template is fixed respectively, 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 post.
Background technology
Ordinary reinforced concrete post at the construction field (site) first colligation vertical reinforcement and stirrup form reinforcing cage, then around column section support template, after-pouring concrete, until concrete setting and after reaching some strength requirement, then removes 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 completely prefabricated reinforced concrete post is transported to job site, then lifting installation, 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 post 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 post, comprise some stirrups being connected and fixed formation by some skeleton reinforcing steel bar in length and breadth, each 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 stirrup, the outside being positioned at reinforcing cage is provided with the template of some vertical settings, and each template is fixed by the termination of some skeleton reinforcing steel bar.
Be further used as the improvement of technical solutions of the utility model, each stirrup comprises stirrup skeleton and is connected to stirrup skeleton separately adds stirrup, stirrup skeleton comprises the some skeleton reinforcing steel bar be positioned in the middle part of horizontal and vertical laying respectively at and two skeleton reinforcing steel bar laying respectively at both sides, and each skeleton reinforcing steel bar forming stirrup skeleton is welded to one another fixing.
Be further used as the improvement of technical solutions of the utility model, the two ends forming each skeleton reinforcing steel bar of stirrup skeleton are provided with external screw thread, penetrate to establish female nut to be threaded with skeleton reinforcing steel bar two ends to fix template outside each template.
Be further used as the improvement of technical solutions of the utility model, the stirrup that separately adds forming stirrup is made up of horizontal or longitudinal reinforcing bar and in point of intersection to be welded and fixed integrally, and each stirrup and tie point of skeleton reinforcing steel bar of separately adding passes through to weld or colligation is fixed.
Be further used as the improvement of technical solutions of the utility model, separately adding stirrup is a steel ring bent by reinforcing bar, and steel ring and each skeleton reinforcing steel bar misplace and be fixed on stirrup, and the tie point of steel ring and each skeleton reinforcing steel bar passes through to weld or colligation is fixed.
Be further used as the improvement of technical solutions of the utility model, shaped steel of vertically putting more energy into is provided with between two adjacent templates, vertically the put more energy into both sides of shaped steel are close to two adjacent templates respectively, and nut is connected with the skeleton reinforcing steel bar ends screw of stirrup both sides with template through shaped steel of vertically putting more energy into.
Be further used as the improvement of technical solutions of the utility model, some sash shaped steel is provided with along template vertical direction, sash shaped steel is close to template and shaped steel of vertically putting more energy into, and nut is connected with the skeleton reinforcing steel bar ends screw of stirrup both sides with template through sash shaped steel, vertically shaped steel of putting more energy into.
Be further used as the improvement of technical solutions of the utility model, template forms concrete column for being combined with inner concrete after concreting completes.
The beneficial effects of the utility model: the self-balancing monolithic template assembly structure of this reinforced concrete post is by some stirrups and vertical reinforcing bar composition reinforcing cage, and outboard template is fixed through template by the termination of the skeleton reinforcing steel bar of the stirrup of composition reinforcing cage, each Side shuttering respectively fixing rear formation has the monolithic template assembly structure of 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 first embodiment overall structure top view;
Fig. 2 is the utility model second embodiment overall structure top view;
Fig. 3 is the utility model embodiment overall structure front view.
Detailed description of the invention
With reference to Fig. 1 ~ Fig. 3, the utility model is a kind of self-balancing monolithic template assembly structure of reinforced concrete post, comprise some stirrups 4 being connected and fixed formation by some skeleton reinforcing steel bar 41 in length and breadth, each 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 stirrup 4, the outside being positioned at reinforcing cage is provided with the template 1 of some vertical settings, and each template 1 is fixed by the termination of some skeleton reinforcing steel bar 41.
The self-balancing monolithic template assembly structure of this reinforced concrete post forms reinforcing cage by some stirrups 4 and vertical reinforcing bar 7, and be fixed through the template 1 of template to outside by the termination of the skeleton reinforcing steel bar 41 of the stirrup 4 of composition reinforcing cage, the template 1 of each side fixes the monolithic template assembly structure that rear formation has self-balancing performance respectively, 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, each stirrup 4 comprises stirrup skeleton and is connected to stirrup skeleton separately adds stirrup 42, stirrup skeleton comprises the some skeleton reinforcing steel bar 41 be positioned in the middle part of horizontal and vertical laying respectively at and two skeleton reinforcing steel bar 41 laying respectively at both sides, and each skeleton reinforcing steel bar 41 forming stirrup skeleton is welded to one another fixing.Stirrup 4 is connected and composed each other 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, can provide the constant intensity of monolithic template the best.
As the utility model preferred embodiment, the two ends forming each skeleton reinforcing steel bar 41 of stirrup skeleton are provided with external screw thread, penetrate to establish female nut 5 to be threaded with skeleton reinforcing steel bar 41 two ends to fix template 1 outside each template 1.
Can be provided with screw in template 1, nut 5 arranges internal thread, realizes being fixedly connected with the screw thread 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, makes monolithic template reach good connectivity robustness.
As the utility model preferred embodiment, the stirrup 42 that separately adds forming stirrup 4 is made up of horizontal or longitudinal reinforcing bar and in point of intersection to be welded and fixed integrally, and each stirrup 42 and tie point of skeleton reinforcing steel bar 41 of separately adding passes through to weld or colligation is fixed.
As the utility model preferred embodiment, separately adding stirrup 42 is a steel ring bent by reinforcing bar, and steel ring and each skeleton reinforcing steel bar 41 misplace and be fixed on stirrup, and the tie point of steel ring and each skeleton reinforcing steel bar 41 passes through to weld or colligation is fixed.
Each stirrup 42 that separately adds mainly plays and assists humidification to the intensity of stirrup 4 entirety, separately adds the setting of stirrup 42 by above implemented in many forms.
As the utility model preferred embodiment, shaped steel 6 of vertically putting more energy into is provided with between two adjacent templates 1, vertically the put more energy into both sides of shaped steel 6 are close to two adjacent templates 1 respectively, and nut 5 is connected with skeleton reinforcing steel bar 41 ends screw of stirrup 4 both sides with template 1 through shaped steel 6 of vertically putting more energy into.
As the utility model preferred embodiment, some sash shaped steel 8 is provided with 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 connected with skeleton reinforcing steel bar 41 ends screw of stirrup 4 both sides with template 1 through sash shaped steel 8, vertically shaped steel 6 of putting more energy into.
Shaped steel 6 of vertically putting more energy into is arranged between two adjacent templates 1, and be all fixedly connected with the template 1 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, template 1 forms concrete column for being combined with inner concrete after concreting completes.
Template 1 is permanent shuttering, is combined as a whole, need not removes, can save working procedure after concreting completes with concrete.
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 (8)
1. the self-balancing monolithic template assembly structure of a reinforced concrete post, it is characterized in that: comprise some stirrups (4) being connected and fixed formation by some skeleton reinforcing steel bar (41) in length and breadth, each described 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 stirrup (4), the outside being positioned at described reinforcing cage is provided with the template (1) of some vertical settings, and each described template (1) is fixed by the termination of some skeleton reinforcing steel bar (41).
2. the self-balancing monolithic template assembly structure of reinforced concrete post according to claim 1, it is characterized in that: each described stirrup (4) comprises stirrup skeleton and is connected to stirrup skeleton separately adds stirrup (42), described stirrup skeleton comprises the some skeleton reinforcing steel bar (41) be positioned in the middle part of horizontal and vertical laying respectively at and two skeleton reinforcing steel bar (41) laying respectively at both sides, and each skeleton reinforcing steel bar (41) forming described stirrup skeleton is welded to one another fixing.
3. the self-balancing monolithic template assembly structure of reinforced concrete post according to claim 2, it is characterized in that: the two ends forming each skeleton reinforcing steel bar (41) of described stirrup skeleton are provided with external screw thread, penetrate from each described template (1) outside and establish female nut (5) to be threaded with skeleton reinforcing steel bar (41) two ends to fix template (1).
4. the self-balancing monolithic template assembly structure of reinforced concrete post according to claim 3, it is characterized in that: the stirrup (42) that separately adds forming described stirrup (4) is made up of horizontal or longitudinal reinforcing bar and in point of intersection to be welded and fixed integrally, each tie point separately adding stirrup (42) and skeleton reinforcing steel bar (41) is by weld or colligation is fixed.
5. the self-balancing monolithic template assembly structure of reinforced concrete post according to claim 3, it is characterized in that: the described stirrup (42) that separately adds is a steel ring bent by reinforcing bar, described steel ring and each skeleton reinforcing steel bar (41) misplace and are fixed on stirrup, and the tie point of described steel ring and each skeleton reinforcing steel bar (41) is by weld or colligation is fixed.
6. according to the self-balancing monolithic template assembly structure of the reinforced concrete post in claim 3 ~ 5 described in any, it is characterized in that: between two adjacent templates (1), be provided with shaped steel of vertically putting more energy into (6), described both sides of vertically putting more energy into shaped steel (6) are close to two adjacent templates (1) respectively, and described nut (5) is connected with skeleton reinforcing steel bar (41) ends screw of stirrup (4) both sides with template (1) through shaped steel (6) of vertically putting more energy into.
7. the self-balancing monolithic template assembly structure of reinforced concrete post 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 connected with skeleton reinforcing steel bar (41) ends screw of stirrup (4) both sides with template (1) through sash shaped steel (8), vertically shaped steel (6) of putting more energy into.
8., according to the self-balancing monolithic template assembly structure of the reinforced concrete post in Claims 1 to 5 described in any, it is characterized in that: described template (1) forms concrete column for being combined with inner concrete after concreting completes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520883718.XU CN205153535U (en) | 2015-11-06 | 2015-11-06 | Structure is assembled to reinforced concrete column's self -balancing integral template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520883718.XU CN205153535U (en) | 2015-11-06 | 2015-11-06 | Structure is assembled to reinforced concrete column's self -balancing integral template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205153535U true CN205153535U (en) | 2016-04-13 |
Family
ID=55689247
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520883718.XU Withdrawn - After Issue CN205153535U (en) | 2015-11-06 | 2015-11-06 | Structure is assembled to reinforced concrete column's self -balancing integral template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205153535U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106032701A (en) * | 2015-11-06 | 2016-10-19 | 广州容联建筑科技有限公司 | Self-balance integral template assembling structure of reinforced concrete column |
| CN108246933A (en) * | 2017-12-20 | 2018-07-06 | 江苏诚意住宅工业科技发展有限公司 | A kind of city integrated piping lane framework of steel reinforcement forming frock pattern |
| CN111411739A (en) * | 2019-01-04 | 2020-07-14 | 中国京冶工程技术有限公司 | Assembly type high-ductility cement sleeve cast-in-place concrete combined column free of mold disassembly |
| CN113047627A (en) * | 2021-02-07 | 2021-06-29 | 东南大学 | Finished steel reinforcement cage grading assembly method suitable for bearing metal column template |
-
2015
- 2015-11-06 CN CN201520883718.XU patent/CN205153535U/en not_active Withdrawn - After Issue
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106032701A (en) * | 2015-11-06 | 2016-10-19 | 广州容联建筑科技有限公司 | Self-balance integral template assembling structure of reinforced concrete column |
| CN106032701B (en) * | 2015-11-06 | 2018-12-25 | 广州容联建筑科技有限公司 | A kind of self-balancing monoblock type template assembly structure of reinforced column |
| CN108246933A (en) * | 2017-12-20 | 2018-07-06 | 江苏诚意住宅工业科技发展有限公司 | A kind of city integrated piping lane framework of steel reinforcement forming frock pattern |
| CN111411739A (en) * | 2019-01-04 | 2020-07-14 | 中国京冶工程技术有限公司 | Assembly type high-ductility cement sleeve cast-in-place concrete combined column free of mold disassembly |
| CN113047627A (en) * | 2021-02-07 | 2021-06-29 | 东南大学 | Finished steel reinforcement cage grading assembly method suitable for bearing metal column template |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205153535U (en) | Structure is assembled to reinforced concrete column's self -balancing integral template | |
| CN103850363B (en) | Prefabricated through hole assembly type reinforced concrete shear wall and construction method of prefabricated through hole assembly type reinforced concrete shear wall | |
| CN106032692B (en) | A kind of integral type pouring molding construction method of reinforced column | |
| CN205153536U (en) | Structure is assembled to self -balancing integral template of reinforced concrete roof beam | |
| CN105040829A (en) | Prefabricated concrete main beam and secondary beam connecting structure and construction method thereof | |
| CN205444446U (en) | Assembled industrialization steel construction house | |
| CN103422620A (en) | Prefabricated hollow steel-reinforced concrete column and splicing structure and splicing method thereof | |
| CN103132653A (en) | Double-channel beam concrete combination column | |
| CN206903022U (en) | A kind of steel bar truss floor support plate | |
| CN106032706A (en) | Integrated casting molding construction method of reinforced concrete shear wall | |
| CN107460993A (en) | A kind of construction method of reinforced beam for building industrialization | |
| CN106930401A (en) | A kind of assembled industrialization steel structure house | |
| CN110206229B (en) | Concrete column assembly structure and construction method thereof | |
| CN205617552U (en) | Assembled integrated configuration | |
| CN106032701A (en) | Self-balance integral template assembling structure of reinforced concrete column | |
| CN104631629A (en) | Assembling type frame structure | |
| CN106049719A (en) | Self-balance whole formwork assembly structure of reinforced concrete shear wall | |
| CN104110097B (en) | A kind of end enhancement mode reinforcing bar concrete composite beam | |
| CN205153530U (en) | Structure is assembled to integral template of reinforced concrete floor | |
| CN203759976U (en) | Detachable teaching model for overhead formwork construction | |
| CN203160540U (en) | Novel precast column | |
| CN202520017U (en) | Construction structure of variable cross-section prestress overhanging type folding beam for stand | |
| CN205134547U (en) | Assembled roof beam shear connector | |
| CN109098423B (en) | Full steel pipe scaffold structure for assembling annular suspended dome structure and construction method thereof | |
| CN204728484U (en) | A kind of precast concrete primary-secondary beam syndeton |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20160413 Effective date of abandoning: 20181225 |