CN104060819A - Method for constructing shear wall by using typified forms and used typified forms - Google Patents

Method for constructing shear wall by using typified forms and used typified forms Download PDF

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Publication number
CN104060819A
CN104060819A CN201310087822.3A CN201310087822A CN104060819A CN 104060819 A CN104060819 A CN 104060819A CN 201310087822 A CN201310087822 A CN 201310087822A CN 104060819 A CN104060819 A CN 104060819A
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CN
China
Prior art keywords
typified
typified form
rectangular frame
shear wall
forms
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Granted
Application number
CN201310087822.3A
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Chinese (zh)
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CN104060819B (en
Inventor
李双泉
解云涛
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China Construction Fourth Bureau Third Construction Engineering Co Ltd
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China Construction Fourth Bureau Third Construction Engineering Co Ltd
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Priority to CN201310087822.3A priority Critical patent/CN104060819B/en
Publication of CN104060819A publication Critical patent/CN104060819A/en
Application granted granted Critical
Publication of CN104060819B publication Critical patent/CN104060819B/en
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Abstract

The invention discloses a method for constructing a shear wall by using typified forms and the used typified forms. The method comprises the steps as follows: two groups of parallel typified forms are arranged on two sides of the shear wall respectively to form shear wall support forms; each group of typified forms are connected into an integral plane through bolts; heights of the typified forms are smaller than the floor height, and upper elevations of the typified forms are adjusted through adjusting plates additionally arranged at bottoms of the typified forms. According to the method, an existing form assembling method is canceled, the typified forms are used for support form construction, form supporting is convenient, supporting and fixation are facilitated, and form explosion cannot be caused easily; the form supporting efficiency is improved greatly, and the construction progress is accelerated; the typified forms can be used repeatedly, so that the form support cost can be reduced; the typified forms are used for shear wall construction, the surface of the poured shear wall is flat, and the pouring quality of the shear wall is improved.

Description

Utilize the method for typified form construction shear wall and typified form used
Technical field
the present invention relates to a kind of method of typified form construction shear wall and typified form used of utilizing, belong to shear wall pouring technique field.
Background technology
in construction work main structure construction, adopt often the loose formwork of spelling to carry out building of shear wall, use flitch and channel-section steel or steel pipe to be fixed support, the formwork cycle is long, template service wear and waste are serious, and piece imprecision, and fixed support is insecure, easily cause burst-mode, the quality problems such as metope out-of-flatness.
Summary of the invention
the object of the invention is to, a kind of method of typified form construction shear wall and typified form used of utilizing is provided.Use stock mould to carry out formwork construction, can reduce shear wall and occur above-mentioned quality problems, and cost-saved, increase work efficiency, accelerating construction progress.To overcome the deficiencies in the prior art.
technical scheme of the present invention:
utilize a method for typified form construction shear wall, the method is utilized two groups of typified forms that are arranged side by side to be located at respectively shear wall both sides and is formed shear wall formwork; Every group of typified form is bolted into an integral planar; The height of typified form is less than floor height, adjusts the upper absolute altitude of typified form by the adjustable plate adding in typified form bottom.
in preceding method, described typified form is to be made up of rectangular frame and the template being fixed in rectangular frame plane; Rectangular frame forms with short square steel and the welding of rectangular steel, and short square steel plane is stretched out as the strong point of adjusting absolute altitude on typified form in rectangular steel lower end.
in preceding method, described two groups of typified forms that are arranged side by side are fixed by the two steel pipes and the Screw arbor with nut at both-ends that are located at typified form framework one side.
the typified form that preceding method is used, comprises rectangular frame, and the one side of rectangular frame is provided with template, and template is connected with rectangular frame through flat head screw.
in aforementioned typified form, described template is provided with counterbore, and flat head screw is connected with rectangular frame through counterbore.
in aforementioned typified form, described template be with thickness be 18mm, width is identical with rectangular frame, length be less than rectangular frame template form.
in aforementioned typified form, described rectangular frame forms with short square steel and the welding of rectangular steel of 40 × 40mm; Short square steel plane is stretched out in the lower end of rectangular steel.
in aforementioned typified form, described rectangular steel is provided with connecting hole.
in aforementioned typified form, in described rectangular frame, be provided with reinforcement square steel, strengthen square steel parallel with rectangular steel.
compared with prior art, the present invention has abolished existing loose spelling mold method, uses typified form to carry out formwork construction, and formwork is convenient, is convenient to support and fix, and is difficult for causing burst-mode; Improve greatly formwork efficiency, accelerated construction speed; Typified form of the present invention can Reusability, can save formwork cost; Carry out shear wall construction with typified form of the present invention, the shear wall surfacing of building out, has improved the pouring quality of shear wall.
Brief description of the drawings
fig. 1 is structural representation of the present invention;
fig. 2 is the structure schematic diagram of typified form;
fig. 3 is the Facad structure schematic diagram of typified form.
being labeled as of accompanying drawing: 1-template, 2-flat head screw, 3-counterbore, the short square steel of 4-, the rectangular steel of 5-, 6-connecting hole, 7-strengthen square steel, 8-connecting screw rod, 9-Screw arbor with nut at both-ends, 10-adjustable plate, the two steel pipes of 11-, 12-cushion block.
Detailed description of the invention
below in conjunction with accompanying drawing, the present invention is described in further detail, but not as any limitation of the invention.
utilize a method for typified form construction shear wall, as shown in Figure 1.The method is utilized two groups of typified forms that are arranged side by side to be located at respectively shear wall both sides and is formed shear wall formwork; Every group of typified form is bolted into an integral planar; The height of typified form is less than floor height, adjusts the upper absolute altitude of typified form by the adjustable plate 10 adding in typified form bottom.Described typified form is to be made up of rectangular frame and the template 1 being fixed in rectangular frame plane; Rectangular frame forms with short square steel 4 and 5 welding of rectangular steel, and short square steel plane is stretched out as the strong point of adjusting absolute altitude on typified form in rectangular steel lower end.Described two groups of typified forms that are arranged side by side are fixed by the two steel pipes 11 and the Screw arbor with nut at both-ends 9 that are located at typified form framework one side.
the typified form that preceding method is used, as shown in Figure 2.Comprise rectangular frame, the one side of rectangular frame is provided with template 1, and template is connected with rectangular frame through flat head screw 2.Template 1 is provided with counterbore 3, and flat head screw 2 is connected with rectangular frame through counterbore, and flat head screw 2 is concordant with template face, to guarantee shear wall surfacing.Template 1 be with thickness be 18mm, width is identical with rectangular frame, length be less than rectangular frame template form.Rectangular frame forms with short square steel 4 and 5 welding of rectangular steel of 40 × 40mm; Short square steel 4 planes are stretched out in the lower end of rectangular steel 5, to carry out pad with cushion block 12, in order to adjust the height of rectangular frame.Rectangular steel 5 is provided with connecting hole 6, by connecting screw rod 8, adjacent two typified forms is stitched together; In rectangular frame, be provided with and strengthen square steel 7, in order to strengthen rectangular frame, to can bear concrete pressure in the time building.Strengthen square steel 7 parallel with rectangular steel 5.

Claims (9)

1. a method of utilizing typified form construction shear wall, is characterized in that: the method is utilized two groups of typified forms that are arranged side by side to be located at respectively shear wall both sides and formed shear wall formwork; Every group of typified form is bolted into an integral planar; The height of typified form is less than floor height, adjusts the upper absolute altitude of typified form by the adjustable plate adding in typified form bottom.
2. method according to claim 1, is characterized in that: described typified form is to be made up of rectangular frame and the template that is fixed in rectangular frame plane; Rectangular frame forms with short square steel and the welding of rectangular steel, and short square steel plane is stretched out as the strong point of adjusting absolute altitude on typified form in rectangular steel lower end.
3. method according to claim 2, is characterized in that: described two groups of typified forms that are arranged side by side are fixed by the two steel pipes and the Screw arbor with nut at both-ends that are located at typified form framework one side.
4. for a typified form for method described in claim 1,2 or 3, it is characterized in that: comprise rectangular frame, the one side of rectangular frame is provided with template (1), and template is connected with rectangular frame through flat head screw (2).
5. typified form according to claim 4, is characterized in that: described template (1) is provided with counterbore (3), flat head screw (2) is connected with rectangular frame through counterbore (3).
6. typified form according to claim 5, is characterized in that: described template (1) be with thickness be 18mm, width is identical with rectangular frame, the template that length is less than rectangular frame forms.
7. typified form according to claim 4, is characterized in that: the short square steel (4) of described rectangular frame 40 × 40mm and rectangular steel (5) welding form; Short square steel (4) plane is stretched out in the lower end of rectangular steel (5).
8. typified form according to claim 7, is characterized in that: described rectangular steel (5) is provided with connecting hole (6).
9. typified form according to claim 8, is characterized in that: in described rectangular frame, be provided with and strengthen square steel (7), strengthen square steel (7) parallel with rectangular steel (5).
CN201310087822.3A 2013-03-19 2013-03-19 Utilize the method for typified form construction shear wall and typified form used Active CN104060819B (en)

Priority Applications (1)

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CN201310087822.3A CN104060819B (en) 2013-03-19 2013-03-19 Utilize the method for typified form construction shear wall and typified form used

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Application Number Priority Date Filing Date Title
CN201310087822.3A CN104060819B (en) 2013-03-19 2013-03-19 Utilize the method for typified form construction shear wall and typified form used

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CN104060819A true CN104060819A (en) 2014-09-24
CN104060819B CN104060819B (en) 2016-05-04

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2016054849A1 (en) * 2014-10-09 2016-04-14 深圳汇林达科技有限公司 Assembled early-removal building formwork system and erecting method thereof
CN110439294A (en) * 2019-07-11 2019-11-12 中国十七冶集团有限公司 A kind of assembled integral shear wall support frame Fast Installation structure
CN111255228A (en) * 2020-03-05 2020-06-09 北京天润建设有限公司 Shaped wall form device and construction method

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4957272A (en) * 1989-06-23 1990-09-18 Lee Yuan Ho Modular concrete form
EP0751262A1 (en) * 1995-06-30 1997-01-02 Ralf Sebald Wall element for rising structures and method of manufacturing the same
CN2885991Y (en) * 2006-01-23 2007-04-04 辽宁威尔玛建材集团有限公司 All-steel split large formwork
CN201339318Y (en) * 2008-12-23 2009-11-04 中国建筑第四工程局有限公司 Large steel framework capable of being disassembled and assembled
CN201778486U (en) * 2010-07-09 2011-03-30 青岛新华友建工集团股份有限公司 Quick-detach stereotyped wood plywood wallboard system

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4957272A (en) * 1989-06-23 1990-09-18 Lee Yuan Ho Modular concrete form
EP0751262A1 (en) * 1995-06-30 1997-01-02 Ralf Sebald Wall element for rising structures and method of manufacturing the same
CN2885991Y (en) * 2006-01-23 2007-04-04 辽宁威尔玛建材集团有限公司 All-steel split large formwork
CN201339318Y (en) * 2008-12-23 2009-11-04 中国建筑第四工程局有限公司 Large steel framework capable of being disassembled and assembled
CN201778486U (en) * 2010-07-09 2011-03-30 青岛新华友建工集团股份有限公司 Quick-detach stereotyped wood plywood wallboard system

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2016054849A1 (en) * 2014-10-09 2016-04-14 深圳汇林达科技有限公司 Assembled early-removal building formwork system and erecting method thereof
CN110439294A (en) * 2019-07-11 2019-11-12 中国十七冶集团有限公司 A kind of assembled integral shear wall support frame Fast Installation structure
CN111255228A (en) * 2020-03-05 2020-06-09 北京天润建设有限公司 Shaped wall form device and construction method

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Address after: No. 57, Beijing Road, Honghuagang District, Zunyi City, Guizhou Province

Patentee after: The Third Construction Co.,Ltd. of China Construction Fourth Engineering Bureau

Address before: Beijing road 563003 in Guizhou province Zunyi city Honghuagang District No. 57

Patentee before: THE THIRD CONSTRUCTION & ENGINEERING Co. OF CCFED

CP03 Change of name, title or address