CN105525753A - Method and structure for simultaneously constructing constructional column and main body structure - Google Patents
Method and structure for simultaneously constructing constructional column and main body structure Download PDFInfo
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- CN105525753A CN105525753A CN201510302049.7A CN201510302049A CN105525753A CN 105525753 A CN105525753 A CN 105525753A CN 201510302049 A CN201510302049 A CN 201510302049A CN 105525753 A CN105525753 A CN 105525753A
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Abstract
The invention discloses a method and a structure for simultaneously constructing a constructional column and a main body structure. The method comprises the following steps of (1) embedding a constructional column lap joint steel bar in a required position in the drawing; (2) binding the lower end of a constructional column steel bar cage with the embedded lap joint steel bar, and binding the upper end of the constructional column steel bar cage with a main body structure steel bar cage; (3) erecting a formwork, and putting a layer of fine sand being 50 to 60mm thick at the bottom inside the constructional column formwork; (4) meanwhile, casting cast concrete of the main body structure and the constructional column; and (5) emptying the fine sand at the bottom of the constructional column before the wall body building, then, filling the bottom of the constructional column by high-grade fine sand concrete, and completing the simultaneous construction of the constructional column and the main body structure. The construction method provided by the invention has the advantages that the secondary construction is not needed; the secondary structure and the main body structure which are difficult in construction are synchronously completed, so that the work intensity of workers is reduced; the work efficiency is improved; and the method and the structure are applicable to places with many engineering constructional columns such as multilayer and frame-shear wall structures.
Description
Technical field
The present invention relates to method and structure that a kind of constructional column and agent structure construct simultaneously, belong to technical field of building construction.
Background technology
For improving the anti-seismic performance of multistory building masonry structure, code requirement should arrange reinforced concrete post and be connected with collar tie beam by appropriate site in the masonry in house, and the common stability strengthening building, this reinforced concrete post is just called as constructional column usually.Constructional column master if it were not for bearing vertical load, but resists the transverse load such as shearing, antidetonation.Therefore, constructional column has the ability improving wall shear strength and the deformability improving body of wall and house greatly, after constructional column forms obligatory point together with collar tie beam simultaneously, can effectively limit the expansion of wall body slit and be scattered, and ensures that body of wall does not collapse.But generally need reserved horse tooth trough in existing Constructional Col-umn Construction, and adopt template to construct, this form of construction work is high to workman's technical requirements, and efficiency of construction is lower, and body of wall and constructional column can not be constructed simultaneously, affect the duration.In addition, in order to avoid the problems referred to above, constructional column is constructed according to pillar of main frame by some construction corps, when concreting, constructional column is built together with agent structure concrete, think and so both meet construction needs, in turn save artificial, in fact there are major safety risks.Because during design, constructional column does not calculate as support carriers, now constructional column is constructed by frame column, the support system of whole floor just changes, some reinforcing bar is not stressed according to design, is absolute prohibition at the scene, and some even all will order to stop work.
Summary of the invention
The object of the invention is: provide a kind of construction technology is simple, efficiency of construction is high constructional column and the method that agent structure is constructed simultaneously and structure, to overcome the deficiencies in the prior art.
The method that a kind of constructional column of the present invention and agent structure are constructed simultaneously, comprises the following steps:
(1) according to drawing requirement position pre-buried constructional column overlap joint reinforcing bar;
(2) by the lower end of constructional column reinforcing cage together with pre-buried overlap joint reinforced-bar binding, its upper end is together with the colligation of agent structure reinforcing cage;
(3) install template: when installing agent structure template, install constructional column template simultaneously, when installing constructional column template, the thick fine sand of one deck 50 ~ 60mm is placed in the bottom in constructional column template, reinforces after treating formwork erection to template;
(4) when building the concrete of agent structure, the concrete of constructional column is built together with the concrete of agent structure, and vibration compacting;
(5) before masonry panel, the fine sand bottom constructional column is emptied, then fill bottom constructional column with high grade fine sand concrete, can constructional column be completed and agent structure is constructed simultaneously.
In said method, carry out step (3) install template construction time, the bottom of agent structure template is provided with through hole, then the bottom of the upper end of constructional column template and agent structure template is fitted tightly, and constructional column template is docked with this through hole.
Further, when carrying out the concreting of step (4), concrete being built from the through hole bottom agent structure template in constructional column template, and vibrates.
Simultaneously, the invention also discloses the structure that a kind of constructional column and agent structure are constructed simultaneously, this structure comprises agent structure (1) and constructional column (2), lower floor's agent structure (1) is embedded with overlap joint reinforcing bar (4), the lower end of constructional column reinforcing cage (6) and pre-buried overlap joint reinforcing bar (4) bundle fixing, the upper end of constructional column reinforcing cage (6) is together with upper layer main body structure reinforcing bars cage (5) colligation, be provided with gap between the lower end of described constructional column (2) and lower floor's agent structure (1), in gap, be filled with fine sand (4).
Aforesaid fine sand (4) can adopt high grade fine sand concrete to replace.
Further, lower floor's agent structure (1) is provided with boring, overlap joint reinforcing bar (4) is anchored in boring.
The invention has the advantages that: constructional column and agent structure are constructed by the present invention simultaneously, not only construction technology is simple, and convenient and quick construction, cost is lower, and shaping constructional column intensity is good, and perception is good.Therefore, adopting the constructional column of construction method of the present invention, without the need to carrying out secondary construction, the most difficult secondary structure of construction and agent structure synchronously being completed, thus reduce labor strength, improve operating efficiency, be applicable to the place that the engineering construction such as multilayer, frame structure post is more.
Accompanying drawing explanation
Fig. 1 is overall structure schematic diagram of the present invention;
Fig. 2 is the structural representation of agent structure template and constructional column template in the present invention.
Description of reference numerals: 1-agent structure, 2-constructional column, 3-fine sand, 4-overlaps reinforcing bar, 5-agent structure reinforcing cage, 6-constructional column reinforcing cage, 7-through hole, 8-agent structure template, 9-constructional column template.
Detailed description of the invention
In order to make the object, technical solutions and advantages of the present invention clearly, below in conjunction with drawings and Examples, the present invention is described in further detail.
Embodiment
See Fig. 1, the structure that a kind of constructional column of the present invention and agent structure are constructed simultaneously, this structure comprises agent structure (1) and constructional column (2), lower floor's agent structure (1) is embedded with overlap joint reinforcing bar (4), the lower end of constructional column reinforcing cage (6) and pre-buried overlap joint reinforcing bar (4) bundle fixing, the upper end of constructional column reinforcing cage (6) is together with upper layer main body structure reinforcing bars cage (5) colligation, be provided with gap between the lower end of described constructional column (2) and lower floor's agent structure (1), in gap, be filled with fine sand (4; Described fine sand (4) can adopt high grade fine sand concrete to replace.Further, lower floor's agent structure (1) is provided with boring, overlap joint reinforcing bar (4) is anchored in boring.
When constructional column and agent structure being constructed, adopt following steps to construct simultaneously:
(1) see Fig. 1, according to drawing requirement position pre-buried constructional column overlap joint reinforcing bar 4, the segment length of stretching out of overlap joint reinforcing bar 4 generally gets 80 ~ 150mm;
(2) bundled in the lower end of constructional column reinforcing cage and pre-buried overlap joint reinforcing bar 4, its upper end is together with the colligation of agent structure reinforcing cage cage;
(3) template is installed: see Fig. 2, when installing agent structure template 5, install constructional column template 6 simultaneously, and a through hole 7 is set in the bottom of agent structure template 5, then the bottom of the upper end of constructional column template 6 and agent structure template 5 is fitted tightly, and constructional column template 6 is docked with this through hole 7, the thick fine sand of one deck 50 ~ 60mm 3 is placed in the bottom then in constructional column template 6, reinforces after treating formwork erection to template;
(4) when building the concrete of agent structure 1, the concrete of constructional column 2 is built together with the concrete of agent structure 1, namely first concrete is built in constructional column template 6 from the through hole 7 bottom agent structure template 5, and vibration compacting, after the concreting of post 2 to be constructed, then build the concrete of agent structure 1;
(5) before masonry panel, the fine sand 3 bottom constructional column 2 is emptied, then fill bottom constructional column 2 with high grade fine sand concrete, constructional column 2 can be completed and construct with agent structure 1 simultaneously.
Claims (6)
1. a constructional column and agent structure method of simultaneously constructing, is characterized in that comprising the following steps:
(1) according to drawing requirement position pre-buried constructional column overlap joint reinforcing bar;
(2) by the lower end of constructional column reinforcing cage together with pre-buried overlap joint reinforced-bar binding, its upper end is together with the colligation of agent structure reinforcing cage cage;
(3) install template: when installing agent structure template, install constructional column template simultaneously, when installing constructional column template, the thick fine sand of one deck 50 ~ 60mm is placed in the bottom in constructional column template, reinforces after treating formwork erection to template;
(4) when building the concrete of agent structure, the concrete of constructional column is built together with the concrete of agent structure, and vibration compacting;
(5) before masonry panel, the fine sand bottom constructional column is emptied, then fill bottom constructional column with high grade fine sand concrete, can constructional column be completed and agent structure is constructed simultaneously.
2. constructional column according to claim 1 and the agent structure method of simultaneously constructing, it is characterized in that: carry out step (3) install template construction time, the bottom of agent structure template is provided with through hole, then the bottom of the upper end of constructional column template and agent structure template is fitted tightly, and constructional column template is docked with this through hole.
3. constructional column according to claim 2 and the agent structure method of simultaneously constructing, is characterized in that: when carrying out the concreting of step (4), being built by concrete, and vibrate from the through hole bottom agent structure template in constructional column template.
4. a constructional column and the agent structure structure of simultaneously constructing, comprise agent structure (1) and constructional column (2), it is characterized in that: in lower floor's agent structure (1), be embedded with overlap joint reinforcing bar (4), the lower end of constructional column reinforcing cage (6) and pre-buried overlap joint reinforcing bar (4) bundle fixing, the upper end of constructional column reinforcing cage (6) is together with upper layer main body structure reinforcing bars cage (5) colligation, be provided with gap between the lower end of described constructional column (2) and lower floor's agent structure (1), in gap, be filled with fine sand (4).
5. constructional column according to claim 4 and the agent structure structure of simultaneously constructing, is characterized in that: described fine sand (4) can adopt high grade fine sand concrete to replace.
6. constructional column according to claim 4 and the agent structure structure of simultaneously constructing, is characterized in that: in lower floor's agent structure (1), be provided with boring, and overlap joint reinforcing bar (4) is anchored in boring.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201510302049.7A CN105525753A (en) | 2015-06-05 | 2015-06-05 | Method and structure for simultaneously constructing constructional column and main body structure |
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| CN201510302049.7A CN105525753A (en) | 2015-06-05 | 2015-06-05 | Method and structure for simultaneously constructing constructional column and main body structure |
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| CN105525753A true CN105525753A (en) | 2016-04-27 |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088600A (en) * | 2016-06-27 | 2016-11-09 | 中冶东北建设（沈阳）工程技术有限公司 | Primary structure and secondary structure door opening lintel one-shot forming construction method |
| CN106812315A (en) * | 2017-03-13 | 2017-06-09 | 中国十七冶集团有限公司 | A kind of alien invasion moulding controls construction method |
| CN107035148A (en) * | 2017-06-07 | 2017-08-11 | 甘肃第六建设集团股份有限公司 | A kind of method that architecture enclosing constructional column is constructed simultaneously with agent structure |
| CN109680804A (en) * | 2017-10-18 | 2019-04-26 | 五冶集团上海有限公司 | Secondary structure reinforcing bar exempts from pore reinforced construction method |
| CN111779129A (en) * | 2020-08-18 | 2020-10-16 | 中国十七冶集团有限公司 | Construction method for synchronously pouring high-rise balcony decorative column and shear wall column platform structure |
| CN113565263A (en) * | 2021-07-23 | 2021-10-29 | 华北冶建工程建设有限公司 | Construction method of constructional column |
| CN114809769A (en) * | 2022-05-18 | 2022-07-29 | 龙元建设集团股份有限公司 | Method for improving construction speed of masonry structure infilled wall |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1916324A (en) * | 2005-08-18 | 2007-02-21 | 罗进南 | Multifunctional composite hollow building block with no cold bridge, self-heat preserved wall body, and buildings |
| CN103938864A (en) * | 2013-01-21 | 2014-07-23 | 高行友 | Infilled wall constructional column construction method |
| CN104295003A (en) * | 2014-09-26 | 2015-01-21 | 中建七局第二建筑有限公司 | Structural column construction method |
| CN204715764U (en) * | 2015-06-05 | 2015-10-21 | 中建四局第一建筑工程有限公司 | The structure that a kind of constructional column and agent structure are constructed simultaneously |
-
2015
- 2015-06-05 CN CN201510302049.7A patent/CN105525753A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1916324A (en) * | 2005-08-18 | 2007-02-21 | 罗进南 | Multifunctional composite hollow building block with no cold bridge, self-heat preserved wall body, and buildings |
| CN103938864A (en) * | 2013-01-21 | 2014-07-23 | 高行友 | Infilled wall constructional column construction method |
| CN104295003A (en) * | 2014-09-26 | 2015-01-21 | 中建七局第二建筑有限公司 | Structural column construction method |
| CN204715764U (en) * | 2015-06-05 | 2015-10-21 | 中建四局第一建筑工程有限公司 | The structure that a kind of constructional column and agent structure are constructed simultaneously |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088600A (en) * | 2016-06-27 | 2016-11-09 | 中冶东北建设（沈阳）工程技术有限公司 | Primary structure and secondary structure door opening lintel one-shot forming construction method |
| CN106812315A (en) * | 2017-03-13 | 2017-06-09 | 中国十七冶集团有限公司 | A kind of alien invasion moulding controls construction method |
| CN107035148A (en) * | 2017-06-07 | 2017-08-11 | 甘肃第六建设集团股份有限公司 | A kind of method that architecture enclosing constructional column is constructed simultaneously with agent structure |
| CN107035148B (en) * | 2017-06-07 | 2020-04-17 | 甘肃第六建设集团股份有限公司 | Method for simultaneously constructing building periphery constructional column and main body structure |
| CN109680804A (en) * | 2017-10-18 | 2019-04-26 | 五冶集团上海有限公司 | Secondary structure reinforcing bar exempts from pore reinforced construction method |
| CN111779129A (en) * | 2020-08-18 | 2020-10-16 | 中国十七冶集团有限公司 | Construction method for synchronously pouring high-rise balcony decorative column and shear wall column platform structure |
| CN113565263A (en) * | 2021-07-23 | 2021-10-29 | 华北冶建工程建设有限公司 | Construction method of constructional column |
| CN114809769A (en) * | 2022-05-18 | 2022-07-29 | 龙元建设集团股份有限公司 | Method for improving construction speed of masonry structure infilled wall |
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Application publication date: 20160427 |