CN106049719A - Self-balance whole formwork assembly structure of reinforced concrete shear wall - Google Patents
Self-balance whole formwork assembly structure of reinforced concrete shear wall Download PDFInfo
- Publication number
- CN106049719A CN106049719A CN201510755679.XA CN201510755679A CN106049719A CN 106049719 A CN106049719 A CN 106049719A CN 201510755679 A CN201510755679 A CN 201510755679A CN 106049719 A CN106049719 A CN 106049719A
- Authority
- CN
- China
- Prior art keywords
- stirrup
- skeleton
- template
- corner portion
- 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.)
- Granted
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention discloses a self-balance whole formwork assembly structure of a reinforced concrete shear wall. The self-balance whole formwork assembly structure comprises a plurality of framework stirrups which are formed by welding a plurality of horizontal framework reinforcing steel bars among a plurality of longitudinal framework reinforcing steel bars for connection and fixation. All the framework stirrups are arranged parallel to one another, and a plurality of vertical reinforcing steel bars which are connected with all the framework stirrups to form a reinforcement cage are further arranged. Wall formworks are vertically arranged on the two sides of the reinforcement cage, and the two wall formworks are fixed through the ends of the corresponding horizontal framework reinforcing steel bars. According to the self-balance whole formwork assembly structure, the reinforcement cage is formed by the framework stirrups and the vertical reinforcing steel bars; the ends of the longitudinal framework reinforcing steel bars which constitute the reinforcement cage penetrate through the wall formworks to fix the reinforcement cage; and all the wall formworks form an integrated shear wall formwork splicing structure with the self-balance performance after being fixed so that the splicing structure can be lifted to a construction site to be constructed after being spliced conveniently; and the structure is low in weight and easy to lift, the on-site construction process can be simplified, and the integrity of the structure is good. The self-balance whole formwork assembly structure of the reinforced concrete shear wall is applied to the field of building construction.
Description
Technical field
The present invention relates to the realm of building construction, particularly relate to the self-balancing monoblock type template assembly structure of a kind of reinforced concrete shear wall.
Background technology
Ordinary reinforced concrete shear wall first colligation vertical reinforcement and stirrup form steel reinforcement cage, support template around shear wall cross section again, after-pouring concrete, after concrete setting 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 the most prefabricated reinforced concrete shear wall is transported to job site, lift installation again, the weight that transport and lifting are installed is bigger, and the connecting structure between prefabricated components is complicated, and stress performance and the globality of structure be not good enough.
Summary of the invention
For solving the problems referred to above, the present invention provides the self-balancing monoblock type template assembly structure of a kind of reinforced concrete shear wall being rapidly completed construction after can assembled completing by concreting.
The technical solution adopted for the present invention to solve the technical problems is:
A kind of self-balancing monoblock type template assembly structure of reinforced concrete shear wall, the fixing skeleton stirrup formed of connection it is welded between some longitudinal framework reinforcing bars by some horizontal skeleton reinforcing steel bar including some, each skeleton stirrup is vertically set parallel to each other, it is additionally provided with the some vertical reinforcing bar being all connected to constitute steel reinforcement cage with each skeleton stirrup, the both sides being positioned at steel reinforcement cage are equipped with vertically arranged metope template, and two metope templates are fixed by the termination of each horizontal skeleton reinforcing steel bar.
Being further used as the improvement of technical solution of the present invention, the two ends of metope template are all stretched out at the two ends of skeleton stirrup.
Being further used as the improvement of technical solution of the present invention, 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.
It is further used as the improvement of technical solution of the present invention, the shaped steel of putting more energy into that cross section is right angle it 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 after shaped steel of putting more energy into through Side shuttering or metope template.
It is further used as the improvement of technical solution of the present invention, it is further fixed on skeleton stirrup some separately adding stirrup or separately adding stirrup circle, separately add stirrup and include some crisscross reinforcing rods being overlapped between horizontal skeleton reinforcing steel bar and longitudinal framework reinforcing bar, separately add stirrup circle to be formed by reinforcing bar bending, separately add stirrup or separately add the junction point of stirrup circle and skeleton stirrup and pass through to weld or colligation is fixed.
It is further used as the improvement of technical solution of the present invention, it is additionally provided with at least one the corner portion skeleton stirrup being connected with each skeleton stirrup and being generally aligned in the same plane, corner portion skeleton stirrup and the setting at an angle to each other of skeleton stirrup, homogeneously be provided with the some vertical reinforcing bar constituting corner portion steel reinforcement cage with each corner portion skeleton stirrup, the both sides being positioned at corner portion steel reinforcement cage are equipped with vertically arranged corner portion template.
Be further used as the improvement of technical solution of the present invention, corner portion skeleton stirrup include along wall direction some longitudinal framework reinforcing bars and be 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.
It is further used as the improvement of technical solution of the present invention, it is additionally provided with on skeleton stirrup and corner portion skeleton stirrup and some 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 stirrup that separately adds passes through with the junction point of skeleton stirrup and corner portion skeleton stirrup to weld or colligation is fixed.
It is further used as the improvement of technical solution of the present invention, the shaped steel of putting more energy into that cross section is right angle it 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 after shaped steel of putting more energy into through corner portion template or metope template.
Being further used as the termination that the improvement of technical solution of the present invention, each longitudinal framework reinforcing bar and horizontal skeleton reinforcing steel bar be connected with each template and be equipped with external screw thread, each bolt is female thread bolt.
Beneficial effects of the present invention: the self-balancing monoblock type template assembly structure of this reinforced concrete shear wall is by some skeleton stirrups and vertical reinforcing bar composition steel reinforcement cage, and by the termination pass through wall surface template of the longitudinal framework reinforcing bar of composition steel reinforcement cage, it is fixed, the monoblock type shear wall formwork splicing structure with self-balancing performance is formed after each metope template is fixing, facilitate assembly to lift after completing to construct to job site, this lightweight construction and lifting are easily, site operation flow process, and the good integrity of structure can be simplified.
Accompanying drawing explanation
The invention will be further described below in conjunction with the accompanying drawings:
Fig. 1 is shear wall formwork structure first embodiment overall structure generalized section of the present invention；
Fig. 2 is shear wall formwork structure of the present invention second embodiment overall structure generalized section；
Fig. 3 is shear wall formwork structure the 3rd embodiment overall structure generalized section of the present invention；
Fig. 4 is shear wall formwork structure the 4th embodiment overall structure generalized section of the present invention；
Fig. 5 is shear wall formwork structure of the present invention and sleeper combines first embodiment overall structure generalized section；
Fig. 6 is shear wall formwork structure of the present invention and sleeper combines the second embodiment overall structure generalized section；
Fig. 7 is shear wall formwork structure of the present invention and sleeper combines the 3rd embodiment overall structure generalized section；
Fig. 8 is shear wall formwork structure of the present invention and sleeper combines the 4th embodiment overall structure generalized section；
Fig. 9 is shear wall formwork structure of the present invention and sleeper integrated structure front view.
Detailed description of the invention
With reference to Fig. 1～Fig. 9, the present invention is the self-balancing monoblock type template assembly structure of a kind of reinforced concrete shear wall, the fixing skeleton stirrup 4 formed of connection it is welded between some longitudinal framework reinforcing bars 42 by some horizontal skeleton reinforcing steel bar 41 including some, each skeleton stirrup 4 is vertically set parallel to each other, it is additionally provided with the some vertical reinforcing bar 7 being all connected to constitute steel reinforcement cage with each skeleton stirrup 4, the both sides being positioned at steel reinforcement cage are equipped with vertically arranged metope template 1, and two metope templates 1 are fixed by the termination of each horizontal skeleton reinforcing steel bar 41.
The self-balancing monoblock type template assembly structure of this reinforced concrete shear wall is by some skeleton stirrups 4 and vertical reinforcing bar composition steel reinforcement cage, and by the termination pass through wall surface template 1 of the longitudinal framework reinforcing bar 42 of composition steel reinforcement cage, it is fixed, the monoblock type shear wall formwork splicing structure with self-balancing performance is formed after each metope template 1 is fixing, facilitate assembly to lift after completing to construct to job site, this lightweight construction and lifting are easily, site operation flow process, and the good integrity of structure can be simplified.
As the preferred embodiment of the present invention, the two ends of metope template 1 are all stretched out at the two ends of skeleton stirrup 4.
As the preferred embodiment of the present invention, 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 preferred embodiment of the present invention, the shaped steel 6 of putting more energy into that cross section is right angle it 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 after shaped steel 6 of putting more energy into through Side shuttering 3 or metope template 1.
Wall form structure has multiple way of realization, the monoblock type formwork structure that one end carries out closing by Side shuttering 3 is as the monoblock type template being positioned at termination, and the monoblock type formwork structure that the equal opening in both sides is arranged is as intermediate connector, for connecting the monoblock type template being positioned at termination and being positioned at the other end and connect and have the monoblock type template of sleeper structure, overall with composition monoblock type wall form structure, during the monoblock type template being connected both sides by intermediate connector, in each monoblock type template, the stirrup of steel reinforcement cage extension separately adds stirrup 43 be welded to connect each other by auxiliary, template is set closes being welded to connect outside position subsequently, monoblock type template can be formed.
As the preferred embodiment of the present invention, it is further fixed on skeleton stirrup 4 some separately adding stirrup 43 or separately adding stirrup circle, separately add stirrup and include some crisscross reinforcing rods being overlapped between horizontal skeleton reinforcing steel bar 41 and longitudinal framework reinforcing bar 42, separately add stirrup circle to be formed by reinforcing bar bending, separately add stirrup 43 or separately add the junction point of stirrup circle and skeleton stirrup 4 and pass through to weld or colligation is fixed.
Each stirrup 43 that separately adds primarily serves the auxiliary potentiation of the intensity to skeleton stirrup 4 entirety, and the setting separately adding stirrup 43 can be realized by various ways.
As the preferred embodiment of the present invention, it is additionally provided with at least one the corner portion skeleton stirrup 5 being connected with each skeleton stirrup 4 and being generally aligned in the same plane, corner portion skeleton stirrup 5 and skeleton stirrup 4 setting at an angle to each other, homogeneously be provided with the some vertical reinforcing bar 7 constituting corner portion steel reinforcement cage with each corner portion skeleton stirrup 5, the both sides being positioned at corner portion steel reinforcement cage are equipped with vertically arranged corner portion template 2.
As the preferred embodiment of the present invention, corner portion skeleton stirrup 5 includes along some longitudinal framework reinforcing bars 42 of wall direction and is perpendicular to the some horizontal skeleton reinforcing steel bar 41 of wall direction, and two corner portion templates 2 are fixed by the termination of horizontal skeleton reinforcing steel bar 41.
As the preferred embodiment of the present invention, it is additionally provided with on skeleton stirrup 4 and corner portion skeleton stirrup 5 and some 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 stirrup 43 that separately adds passes through with the junction point of skeleton stirrup 4 and corner portion skeleton stirrup 5 to weld or colligation is fixed.
As the preferred embodiment of the present invention, the stirrup 43 that separately adds constituting 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 dislocation are fixed on stirrup skeleton, and steel ring passes through with the overlapped points of each skeleton reinforcing steel bar to weld or colligation is fixed.
As the preferred embodiment of the present invention, the shaped steel 6 of putting more energy into that cross section is right angle it 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 after shaped steel 6 of putting more energy into through corner portion template 2 or metope template 1.
The termination being connected with each template as the preferred embodiment of the present invention, each longitudinal framework reinforcing bar 42 and horizontal skeleton reinforcing steel bar 41 is equipped with external screw thread, and each bolt is female thread bolt.
Corner portion skeleton stirrup 5 and vertical reinforcing bar 7 form corner portion steel reinforcement cage and arrange or the setting of rotation angle position structure to the corner realizing monoblock type wall form.
Shaped steel 6 of putting more energy into be arranged on two adjacent between, and be fixedly connected with the template of both sides, monoblock type template can be made to form the entirety that a surrounding seals, prevent concrete in concreting process from revealing, meanwhile, the connectivity robustness of monoblock type template can be strengthened.
As the preferred embodiment of the present invention, each metope template 1, corner portion template 2 and the equal permanent formwork of Side shuttering 3, coagulating with inner concrete after concreting completes and close the part forming concrete wall structure, each formwork structure need not be removed, and can save working procedure.
Certainly, the invention is not limited to above-mentioned embodiment, those of ordinary skill in the art also can make equivalent variations or replacement on the premise of spirit of the present invention, and modification or the replacement of these equivalents are all contained in the application claim limited range.
Claims (10)
1. the self-balancing monoblock type template assembly structure of a reinforced concrete shear wall, it is characterized in that: include that some being welded between some longitudinal framework reinforcing bars (42) by some horizontal skeleton reinforcing steel bar (41) connects the fixing skeleton stirrup (4) formed, each described skeleton stirrup (4) is vertically set parallel to each other, it is additionally provided with the some vertical reinforcing bar (7) being all connected to constitute steel reinforcement cage with each described skeleton stirrup (4), the both sides being positioned at described steel reinforcement cage are equipped with vertically arranged metope template (1), metope template (1) described in two is fixed by the termination of each horizontal skeleton reinforcing steel bar (41).
The self-balancing monoblock type template assembly structure of reinforced concrete shear wall the most according to claim 1, it is characterised in that: the two ends of metope template (1) are all stretched out at the two ends of described skeleton stirrup (4).
The self-balancing monoblock type template assembly structure of reinforced concrete shear wall the most 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).
The self-balancing monoblock type template assembly structure of reinforced concrete shear wall the most 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 after shaped steel of putting more energy into (6) through Side shuttering (3) or metope template (1).
5. according to the self-balancing monoblock type template assembly structure of any one described reinforced concrete shear wall in claim 2～4, it is characterized in that: be further fixed on described skeleton stirrup (4) some separately adding stirrup (43) or separately adding stirrup circle, the described stirrup that separately adds includes some crisscross reinforcing rods being overlapped between horizontal skeleton reinforcing steel bar (41) and longitudinal framework reinforcing bar (42), the described stirrup circle that separately adds is formed by reinforcing bar bending, described separately add stirrup (43) or separately adds the junction point of stirrup circle and skeleton stirrup (4) and pass through to weld or colligation is fixed.
6. according to the self-balancing monoblock type template assembly structure of any one described reinforced concrete shear wall in Claims 1 to 4, it is characterized in that: be additionally provided with at least one corner portion skeleton stirrup (5) being connected with each described skeleton stirrup (4) and being generally aligned in the same plane, described corner portion skeleton stirrup (5) and skeleton stirrup (4) setting at an angle to each other, homogeneously be provided with the some vertical reinforcing bar (7) constituting corner portion steel reinforcement cage with each described corner portion skeleton stirrup (5), the both sides being positioned at described corner portion steel reinforcement cage are equipped with vertically arranged corner portion template (2).
The self-balancing monoblock type template assembly structure of reinforced concrete shear wall the most according to claim 6, it is characterized in that: described corner portion skeleton stirrup (5) includes along some longitudinal framework reinforcing bars (42) of wall direction and is perpendicular to the some horizontal skeleton reinforcing steel bar (41) of wall direction, and described in two, corner portion template (2) is fixed by the termination of horizontal skeleton reinforcing steel bar (41).
The self-balancing monoblock type template assembly structure of reinforced concrete shear wall the most according to claim 7, it is characterized in that: be additionally provided with on described skeleton stirrup (4) and corner portion skeleton stirrup (5) and some 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 of stirrup (43) that separately adds is by being welded and fixed, each described junction point separately adding stirrup (43) and skeleton stirrup (4) and corner portion skeleton stirrup (5) is by welding or colligation is fixed.
The self-balancing monoblock type template assembly structure of reinforced concrete shear wall the most 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 after shaped steel of putting more energy into (6) through corner portion template (2) or metope template (1).
10. according to the self-balancing monoblock type template assembly structure of the reinforced concrete shear wall described in claim 4 or 9, it is characterized in that: the termination that each described 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 described bolt is female thread bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510755679.XA CN106049719B (en) | 2015-11-06 | 2015-11-06 | A kind of self-balancing monoblock type template assembly structure of reinforced concrete shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510755679.XA CN106049719B (en) | 2015-11-06 | 2015-11-06 | A kind of self-balancing monoblock type template assembly structure of reinforced concrete shear wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106049719A true CN106049719A (en) | 2016-10-26 |
| CN106049719B CN106049719B (en) | 2019-07-23 |
Family
ID=57179332
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510755679.XA Active CN106049719B (en) | 2015-11-06 | 2015-11-06 | A kind of self-balancing monoblock type template assembly structure of reinforced concrete shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106049719B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107345434A (en) * | 2017-07-03 | 2017-11-14 | 广州容联建筑科技有限公司 | Construction method for the reinforced concrete wall of building industrialization |
| CN107859244A (en) * | 2017-10-12 | 2018-03-30 | 天津塔尔森科技发展有限公司 | Concrete steel structure stand |
| 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 |
| CN113622594A (en) * | 2021-08-12 | 2021-11-09 | 中铁建设集团西安工程有限公司 | Construction method for constructional column without formwork |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE1037105B (en) * | 1953-06-02 | 1958-08-21 | Lotte Lendenfeld Geb Hauk | Filled concrete masonry with permanent formwork made of building boards |
| US3288428A (en) * | 1965-06-08 | 1966-11-29 | Dur O Wal National Inc | Preassembled tie construction |
| CN1804264A (en) * | 2006-01-18 | 2006-07-19 | 北京工业大学 | Profiled short-pier shear wall with rung steel bar support |
| CN101122151A (en) * | 2007-05-30 | 2008-02-13 | 北京工业大学 | Bidirectional single-row reinforcement shear wall structure and manufacturing method thereof |
| CN103835404A (en) * | 2014-03-21 | 2014-06-04 | 北京工业大学 | Foamed concrete bearing wall wrapped with wire mesh mortar boards and provided with L-shaped frame and construction method |
| CN205153221U (en) * | 2015-11-06 | 2016-04-13 | 广州容联建筑科技有限公司 | Structure is assembled to self -balancing integral template of reinforced concrete shear force wall |
-
2015
- 2015-11-06 CN CN201510755679.XA patent/CN106049719B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE1037105B (en) * | 1953-06-02 | 1958-08-21 | Lotte Lendenfeld Geb Hauk | Filled concrete masonry with permanent formwork made of building boards |
| US3288428A (en) * | 1965-06-08 | 1966-11-29 | Dur O Wal National Inc | Preassembled tie construction |
| CN1804264A (en) * | 2006-01-18 | 2006-07-19 | 北京工业大学 | Profiled short-pier shear wall with rung steel bar support |
| CN101122151A (en) * | 2007-05-30 | 2008-02-13 | 北京工业大学 | Bidirectional single-row reinforcement shear wall structure and manufacturing method thereof |
| CN103835404A (en) * | 2014-03-21 | 2014-06-04 | 北京工业大学 | Foamed concrete bearing wall wrapped with wire mesh mortar boards and provided with L-shaped frame and construction method |
| CN205153221U (en) * | 2015-11-06 | 2016-04-13 | 广州容联建筑科技有限公司 | Structure is assembled to self -balancing integral template of reinforced concrete shear force wall |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107345434A (en) * | 2017-07-03 | 2017-11-14 | 广州容联建筑科技有限公司 | Construction method for the reinforced concrete wall of building industrialization |
| CN107859244A (en) * | 2017-10-12 | 2018-03-30 | 天津塔尔森科技发展有限公司 | Concrete steel structure stand |
| 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 |
| CN113622594A (en) * | 2021-08-12 | 2021-11-09 | 中铁建设集团西安工程有限公司 | Construction method for constructional column without formwork |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106049719B (en) | 2019-07-23 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106032692B (en) | A kind of integral type pouring molding construction method of reinforced column | |
| CN103850363B (en) | Prefabricated through hole assembly type reinforced concrete shear wall and construction method of prefabricated through hole assembly type reinforced concrete shear wall | |
| CN106906955B (en) | Shear wall integral prefabricated reinforcement mesh structure and construction method thereof | |
| US10584478B2 (en) | Building frame structure having edge beam and construction method thereof | |
| CN106032706A (en) | Integrated casting molding construction method of reinforced concrete shear wall | |
| CN112900619B (en) | Fabricated concrete beam-column joint and construction method thereof | |
| CN107975160B (en) | Shear wall structure with lateral connecting key groove, manufacturing and assembling method | |
| CN106049719A (en) | Self-balance whole formwork assembly structure of reinforced concrete shear wall | |
| CN105863111A (en) | Embedded prefabricated concrete shear wall anti-bending steel frame structure | |
| CN109372129A (en) | The novel full assembly concrete frame joint of one kind and its construction method | |
| CN211114425U (en) | Prefabricated steel pipe concrete column | |
| CN103741810A (en) | Horizontal connecting method for prefabricated concrete components | |
| CN205153536U (en) | Structure is assembled to self -balancing integral template of reinforced concrete roof beam | |
| CN205153535U (en) | Structure is assembled to reinforced concrete column's self -balancing integral template | |
| CN113585550A (en) | Concrete wall with restrained shear-resistant ribs and hook connecting nodes and construction method | |
| KR20100043731A (en) | Precast concrete column using steel material and precast reinforced concrete construction using the same | |
| CN104631629A (en) | Assembling type frame structure | |
| CN106032701A (en) | Self-balance integral template assembling structure of reinforced concrete column | |
| KR101490812B1 (en) | Prefabricated steel frame with hoop reinforcement for composite member of steel and concrete | |
| CN106032705B (en) | A kind of integral type pouring molding construction method of reinforced concrete floor | |
| CN205153221U (en) | Structure is assembled to self -balancing integral template of reinforced concrete shear force wall | |
| CN106032702B (en) | A kind of self-balancing monoblock type template assembly structure of reinforced beam | |
| CN110206168A (en) | A kind of steel column concrete beam and column node construction method | |
| CN104453013A (en) | Prefabricated wall component and fabricated reinforced concrete shear wall | |
| CN212405468U (en) | Stiff concrete structure beam column core area structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |