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 PDFInfo
- 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
- Authority
- CN
- China
- Prior art keywords
- typified
- typified form
- rectangular frame
- shear wall
- forms
- 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
- 238000010276 construction Methods 0.000 claims abstract description 16
- 229910000831 Steel Inorganic materials 0.000 claims description 45
- 239000010959 steel Substances 0.000 claims description 45
- 238000009415 formwork Methods 0.000 claims description 10
- 241000755266 Kathetostoma giganteum Species 0.000 claims description 7
- 238000003466 welding Methods 0.000 claims description 6
- 238000004880 explosion Methods 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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
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).
Priority Applications (1)
| 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 |
Applications Claiming Priority (1)
| 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 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104060819A true CN104060819A (en) | 2014-09-24 |
| CN104060819B CN104060819B (en) | 2016-05-04 |
Family
ID=51548732
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310087822.3A Active CN104060819B (en) | 2013-03-19 | 2013-03-19 | Utilize the method for typified form construction shear wall and typified form used |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104060819B (en) |
Cited By (3)
| 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)
| 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 |
-
2013
- 2013-03-19 CN CN201310087822.3A patent/CN104060819B/en active Active
Patent Citations (5)
| 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)
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104060819B (en) | 2016-05-04 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205077718U (en) | Prefabricated wallboard of H type | |
| CN204282544U (en) | A kind of joint reinforcing and energy consuming mechanism | |
| CN104060819B (en) | Utilize the method for typified form construction shear wall and typified form used | |
| CN204570393U (en) | A kind of double-block type bed plate limited impression builds servicing unit | |
| CN201730317U (en) | Floor formwork for buildings | |
| CN102140839B (en) | Staircase shaping support formwork | |
| CN203361642U (en) | Assembled-structure cast-in-place stair steel molding plate | |
| CN203238548U (en) | Concrete pier template device | |
| CN203145447U (en) | Typified form | |
| CN204212413U (en) | The special connecting piece of a kind of mould middle cross beam and bottom support | |
| CN204225482U (en) | A kind of superelevation insulated column construction gang form | |
| CN204357117U (en) | A kind of after-pouring band beam-slab template and lattice column thereof | |
| CN204199323U (en) | For the positioning screw hole mould of pre-embedded bolt quick position | |
| CN203569693U (en) | Pre-buried iron part with steel ties arranged on concrete structure | |
| CN203701596U (en) | Scissor-type connecting-rod keel-supporting system | |
| CN203430027U (en) | Adjustable large steel formwork | |
| CN202380404U (en) | Pot type rubber bearing mortar template | |
| CN207405977U (en) | A kind of environment-friendly type repeats the spliced building template utilized | |
| CN203905510U (en) | High-precision embedded bolt mold | |
| CN205088678U (en) | A mould that is used for pile bolck concrete secondary to pour | |
| CN201722627U (en) | Assembled adjustable support for reinforcing bar binding fixture | |
| CN204450817U (en) | Pin-connected panel small box girder core mold plate fixture | |
| CN201915420U (en) | Foundation of temporary gate building | |
| CN203716500U (en) | Fixing component and template system comprising fixing component | |
| CN203034381U (en) | Steel shotcrete hoop |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
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 |