CN105317216A - Wall body reversed construction method and wall body and concrete framework casting structure - Google Patents

Wall body reversed construction method and wall body and concrete framework casting structure Download PDF

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Publication number
CN105317216A
CN105317216A CN201510071130.9A CN201510071130A CN105317216A CN 105317216 A CN105317216 A CN 105317216A CN 201510071130 A CN201510071130 A CN 201510071130A CN 105317216 A CN105317216 A CN 105317216A
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CN
China
Prior art keywords
concrete frame
construction
template
concrete
framework
Prior art date
Application number
CN201510071130.9A
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Chinese (zh)
Inventor
王加鑫
王电
郑传彬
Original Assignee
中建四局第三建筑工程有限公司
Priority date (The priority date 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 date listed.)
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Application filed by 中建四局第三建筑工程有限公司 filed Critical 中建四局第三建筑工程有限公司
Priority to CN201510071130.9A priority Critical patent/CN105317216A/en
Publication of CN105317216A publication Critical patent/CN105317216A/en

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Abstract

The invention discloses a wall body reversed construction method and a wall body and concrete framework casting structure. According to the wall body reversed construction method, the construction of the upper layer of wall body is immediately performed after the casting of the lower layer of concrete framework is completed and certain strength is reached; during the building of the upper layer of wall body, steel bars connected with the concrete framework are embedded at the two sides and the top of the wall body; after the wall body is built, a casting formwork of the concrete framework can be erected by using the wall body as a fixing object; the framework is connected with the wall body through opposite-pulling screw rods; the wall body can be used as a framework at one side of the concrete framework; then, the casting of the concrete framework is performed, so that the wall body and the concrete framework are connected into a whole structure; and the connection stability of the wall body and the concrete framework is improved. The method has the advantages that the connection strength of the wall body is high; the stability of the wall body is high; the wall body can be used as a supporter for fixing the framework and can be used as frameworks at two sides; the installation of the frameworks can be convenient; and the consumption of the frameworks can be reduced. Meanwhile, the construction efficiency can also be improved, and the construction schedule can be accelerated.

Description

The pouring structure of a kind of body of wall reversed construction method and body of wall and concrete frame

Technical field

the present invention relates to the pouring structure of a kind of body of wall reversed construction method and body of wall and concrete frame, belong to construction work wall construction technical field.

Background technology

in the construction of frame structure building, traditional way generally adopts along way, namely the concrete main body frame construction built first is carried out, and then carry out the construction of masonry wall, reinforcing bar need be implanted on concrete main body framework during masonry wall construction, then connect masonry wall by bar planting, bar planting workload is large and bonding strength is low, affects construction benefit.Therefore, the mode of constructing of existing concrete frame and body of wall or not ideal enough.

Summary of the invention

the object of the invention is to, the pouring structure of a kind of body of wall reversed construction method and body of wall and concrete frame is provided, by adopting the reversed construction method of after-pouring concrete frame of first building a wall, improve the bonding strength between body of wall and concrete frame and improve efficiency of construction, thus overcoming the deficiencies in the prior art.

technical scheme of the present invention is achieved in that

a kind of body of wall reversed construction method of the present invention is, the method is after the concrete frame of lower floor has been built and reached some strength, carried out the construction of last layer body of wall immediately; When carrying out the building by laying bricks or stones of upper strata body of wall at body of wall dual-side and top the pre-buried reinforcing bar be connected with concrete frame, after body of wall puzzles, take body of wall as the template that fixture sets up concrete frame, template is connected with body of wall side by Screw arbor with nut at both-ends, and the template of concrete frame side is served as with body of wall side, and then carry out building of concrete frame, make body of wall and concrete frame connect into an overall structure, thus the stability that raising body of wall is connected with concrete frame.

the of the present invention a kind of body of wall formed as stated above and the pouring structure of concrete frame are, this structure comprises body of wall, steel tie is equipped with at the dual-side of body of wall and top, template is provided with in body of wall two sides, template is through docking screw rod and wall connecting, and steel tie and body of wall dual-side are built with concrete frame and be connected.

owing to have employed technique scheme, the present invention compared with prior art, the present invention first constructs body of wall, then utilize body of wall as the support of fixed form by template by fixing connecting bolt and body of wall, then carrying out building of concrete frame, when building, the embedded bar of body of wall both sides and body of wall both sides and concrete frame are being watered in aggregates.Method wall connecting intensity of the present invention is high, and wall stability is good, and body of wall as the support of fixed form, and can serve as two side templates, facilitates model sheetinstallat and can save template consumption.The construction of simultaneously inserting masonry wall in advance effectively can improve efficiency of construction, accelerating construction progress.

Accompanying drawing explanation

fig. 1 is structural representation of the present invention.

being labeled as in accompanying drawing: 1-body of wall, 2-steel tie, 3-template, 4-split bolt, 5-concrete frame.

Detailed description of the invention

below in conjunction with drawings and Examples, the present invention is described in further detail, but not as any limitation of the invention.

a kind of body of wall reversed construction method of the present invention is, the method is after the concrete frame of lower floor has been built and reached some strength, carried out the construction of last layer body of wall immediately; When carrying out the building by laying bricks or stones of upper strata body of wall at body of wall dual-side and top the pre-buried reinforcing bar be connected with concrete frame, after body of wall puzzles, take body of wall as the template that fixture sets up concrete frame, template is connected with body of wall side by Screw arbor with nut at both-ends, and the template of concrete frame side is served as with body of wall side, and then carry out building of concrete frame, make body of wall and concrete frame connect into an overall structure, thus the stability that raising body of wall is connected with concrete frame.

the of the present invention a kind of body of wall formed as stated above and the pouring structure of concrete frame are, this structure comprises body of wall 1, steel tie 2 is equipped with at the dual-side of body of wall and top, template 3 is provided with in body of wall two sides, template 3 is connected with body of wall 1 through docking screw rod 4, and steel tie 2 and body of wall dual-side are built with concrete frame 5 and be connected.

Embodiment

during concrete enforcement, as shown in Figure 1, layer main body structural concrete has been built and has been carried out the body of wall of its last layer after reaching some strength immediately instantly, concrete frame of constructing after body of wall of first constructing.Body of wall can insert construction in the main structure construction stage, improves construction speed.Tension rib is reserved in the position be connected with concrete frame during wall construction, and tension rib does not need bar planting, but is connected to form entirety with concrete structure pouring, and bonding strength is high, saving bar planting engineering quantity.For connecting wall and concrete frame.Concrete frame template is connected on body of wall by Screw arbor with nut at both-ends, and during concreting, body of wall serves as a side template.Body of wall serves as a side template, connects firmly simple, and saves material and the construction of a side template.

Claims (2)

1. a body of wall reversed construction method, is characterized in that: the method is after the concrete frame of lower floor has been built and reached some strength, carried out the construction of last layer body of wall immediately; When carrying out the building by laying bricks or stones of upper strata body of wall at body of wall dual-side and top the pre-buried reinforcing bar be connected with concrete frame, after body of wall puzzles, take body of wall as the template that fixture sets up concrete frame, template is connected with body of wall side by Screw arbor with nut at both-ends, and the template of concrete frame side is served as with body of wall side, and then carry out building of concrete frame, make body of wall and concrete frame connect into an overall structure, thus the stability that raising body of wall is connected with concrete frame.
2. the body of wall that forms of method and the pouring structure of concrete frame according to claim 1, comprise body of wall (1), it is characterized in that: be equipped with steel tie (2) at the dual-side of body of wall (1) and top, template (3) is provided with in body of wall (1) two sides, template (3) is connected with body of wall (1) through docking screw rod (4), and steel tie (2) and body of wall (1) dual-side are built with concrete frame (5) and be connected.
CN201510071130.9A 2015-02-11 2015-02-11 Wall body reversed construction method and wall body and concrete framework casting structure CN105317216A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510071130.9A CN105317216A (en) 2015-02-11 2015-02-11 Wall body reversed construction method and wall body and concrete framework casting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510071130.9A CN105317216A (en) 2015-02-11 2015-02-11 Wall body reversed construction method and wall body and concrete framework casting structure

Publications (1)

Publication Number Publication Date
CN105317216A true CN105317216A (en) 2016-02-10

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Family Applications (1)

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CN201510071130.9A CN105317216A (en) 2015-02-11 2015-02-11 Wall body reversed construction method and wall body and concrete framework casting structure

Country Status (1)

Country Link
CN (1) CN105317216A (en)

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1993002261A1 (en) * 1991-07-16 1993-02-04 Maploca Of Illinois, Inc. Building system for reinforced concrete construction
CN1078524A (en) * 1992-05-04 1993-11-17 范家声 Brick-and-concrete buildings constructional column, collar tie beam cast-in-situ construction method and device
CN2706548Y (en) * 2004-04-29 2005-06-29 蒋次杰 Mould for moulding column
CN101429803A (en) * 2008-12-05 2009-05-13 重庆大学 Construction column used for masonry structure and its production method and special precast segment
CN101457556A (en) * 2006-06-16 2009-06-17 罗进南 Core beam constructional column mixed combination wall, building method and relevant building block
JP2012241467A (en) * 2011-05-23 2012-12-10 Yahagi Construction Co Ltd Wall and floor type reinforced concrete structure
CN203334661U (en) * 2013-06-29 2013-12-11 平煤神马建工集团有限公司土建处 Scaffold-hole-free formwork construction device for brick-concrete structure construction column
CN103590510A (en) * 2013-11-27 2014-02-19 上海建工五建集团有限公司 Method for fixedly connecting embedded bars in assembly-type structure and cast-in-place structure

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1993002261A1 (en) * 1991-07-16 1993-02-04 Maploca Of Illinois, Inc. Building system for reinforced concrete construction
CN1078524A (en) * 1992-05-04 1993-11-17 范家声 Brick-and-concrete buildings constructional column, collar tie beam cast-in-situ construction method and device
CN2706548Y (en) * 2004-04-29 2005-06-29 蒋次杰 Mould for moulding column
CN101457556A (en) * 2006-06-16 2009-06-17 罗进南 Core beam constructional column mixed combination wall, building method and relevant building block
CN101429803A (en) * 2008-12-05 2009-05-13 重庆大学 Construction column used for masonry structure and its production method and special precast segment
JP2012241467A (en) * 2011-05-23 2012-12-10 Yahagi Construction Co Ltd Wall and floor type reinforced concrete structure
CN203334661U (en) * 2013-06-29 2013-12-11 平煤神马建工集团有限公司土建处 Scaffold-hole-free formwork construction device for brick-concrete structure construction column
CN103590510A (en) * 2013-11-27 2014-02-19 上海建工五建集团有限公司 Method for fixedly connecting embedded bars in assembly-type structure and cast-in-place structure

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Application publication date: 20160210