CN103806643A - Shear wall steel form assembly and construction mode thereof - Google Patents
Shear wall steel form assembly and construction mode thereof Download PDFInfo
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- CN103806643A CN103806643A CN201410063441.6A CN201410063441A CN103806643A CN 103806643 A CN103806643 A CN 103806643A CN 201410063441 A CN201410063441 A CN 201410063441A CN 103806643 A CN103806643 A CN 103806643A
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- steel form
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- shear wall
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Abstract
The invention belongs to the field of building components, and particularly relates to a shear wall steel form assembly and a construction mode thereof. The shear wall steel form assembly comprises a plurality of wall corner steel forms, a plurality of wall face steel forms, a plurality of connecting pieces and a plurality of fixing pieces used for connecting the adjacent wall face steel forms and the wall corner steel forms. A lower groove is formed in the bottom of each wall face steel form. A connecting plate is fixedly arranged on the upper edge of each lower groove. One end of each connecting piece can penetrate through the corresponding lower groove to be connected with the lower end face of the corresponding connecting plate in an abutting mode. The lower grooves are fixedly connected with the connecting pieces in a tight-matching mode. An upper groove is formed in the upper end face of each wall face steel form and fixedly connected with the corresponding connecting piece in a tight-matching mode. The periphery of each wall corner steel form and the periphery of each wall face steel form are provided with fixing plates with fixing holes. The shear wall steel form assembly is high in construction efficiency, small in material consumption, and easy and convenient to install.
Description
Technical field
The invention belongs to building unit field, be specifically related to a kind of shear wall steel form assembly and form of construction work thereof.
Background technology
The combination that at present substantially adds the lumps of wood, steel pipe, screw rod, spacer with wood plywood for the construction method of shear wall in building field is carried out modeling and is fixed, and its shortcoming is that the material recycling number of times such as cost of labor is higher, the template lumps of wood cause that waste is serious less, complex operation, speed of application are slow etc.
For above-mentioned shortcoming, the applicant provides a kind of shear wall steel form assembly and form of construction work thereof, and this case produces thus.
Summary of the invention
The object of the present invention is to provide a kind of shear wall steel form assembly and form of construction work thereof, to improve the speed of application of shear wall formwork, overcome the serious shortcoming of wooden form waste of material.
For achieving the above object, the technical scheme that the inventor provides is: a kind of shear wall steel form assembly, comprises some corners steel form, some metope steel forms, some connectors and the some fixtures that are connected for adjacent metope steel form, corner steel form; Described metope steel form bottom is provided with low groove, is positioned at low groove upper limb and is fixed with a plate, and low groove and junction plate lower surface butt can be passed in one end of described connector, and described low groove and connector closely agree with fixing; Described metope steel form upper surface is provided with upper groove, and upper groove and described connector can closely agree with fixing; Described corner steel form, metope steel form periphery are provided with the fixed head with fixing hole.
Further, described fixture comprises U-shaped pin and latch.
Further, on described connector and metope steel form connecting end surface, be fixed with thickening cushion block.
Further, described connector comprises the upper connector that is positioned at upper groove and the lower connector that is positioned at low groove.
Further, described lower connector connects the two two metope steel forms that are oppositely arranged, the two ends of lower connector and the junction plate lower surface butt that is oppositely arranged two metope steel forms.
Further, described corner steel form comprises baffle plate and is positioned at two extensions that baffle plate both sides are symmetrical set, and described each extension encloses angle with baffle plate formation.
Further, described corner steel form, metope steel form lateral surface are provided with reinforcing rib.
A form of construction work for shear wall steel form assembly, is characterized in that: comprise the steps:
A, first prepare some corners steel form, some metope steel forms, some upper connectors and lower connector, some U-shaped pins and latch and part wooden form and the lumps of wood according to figure paper size;
B, according to measure axis the some metope steel forms that prepare are vertically spliced, adjacent metope steel form is connected and fixed by U-shaped pin and latch; The metope steel form being oppositely arranged coordinates upper connector and lower connector to be connected and fixed by latch; The corner steel form at two ends is connected with adjacent metope steel form by U-shaped pin;
C, according to measure absolute altitude, the position that steel form top lacks adopts special side, and steel form and wooden form are coupled together;
D, carry out degree of plainness for wall surface rectify perpendicular, last and load-bearing scaffold is connected and fixed.
Beneficial effect of the present invention: the present invention adopts steel form splicing, has overcome wooden form cost of labor high, constructs loaded down with trivial details, the problem that waste of material is serious, and efficiency of construction of the present invention is high, and can constantly reuse, under consumptive material damage.
Below in conjunction with drawings and the specific embodiments, the present invention is described in further detail.
Accompanying drawing explanation
Fig. 1 is Construction State figure of the present invention;
Fig. 2 is corner of the present invention steel template structure schematic diagram;
Fig. 3 is metope steel template structure schematic diagram of the present invention;
Fig. 4 is upper connector structural representation of the present invention;
Fig. 5 is connecting-piece structure schematic diagram under the present invention;
Fig. 6 is that metope steel form of the present invention and connector are used in conjunction with figure.
The specific embodiment
As shown in Fig. 1-6, what the present invention disclosed is a kind of shear wall steel form assembly, and it comprises some corners steel form 1, some metope steel forms 2, some connectors 3 and the some fixtures 49 that are connected for adjacent metope steel form 2, corner steel form 1; Described metope steel form 2 bottoms are provided with low groove 21, are positioned at low groove 21 upper limbs and are fixed with a plate 22, and one end of described connector 3 can be through low groove 21 and junction plate 22 lower surface butts, and described low groove 21 closely agrees with fixing with connector 3; Described metope steel form 2 upper surfaces are provided with upper groove 23, and upper groove 23 can closely agree with fixing with described connector 3; Described corner steel form 1, metope steel form 2 peripheries are provided with the fixed head 5 with fixing hole.
Further, described fixture 49 comprises U-shaped pin 4 and latch 9; On described connector 3 and metope steel form 2 connecting end surfaces, be fixed with thickening cushion block 31; Described connector 3 comprises the upper connector 3 ＇ ＇ that are positioned at upper groove 23 and lower connector 3 ＇ that are positioned at low groove 21; Described lower connector 3 ＇ connect the two two metope steel forms 2 that are oppositely arranged, the two ends of lower connector 3 ＇ and the junction plate 22 lower surface butts that are oppositely arranged two metope steel forms 2; Described corner steel form 1 comprises baffle plate 11 and is positioned at two extensions 12 that baffle plate 11 both sides are symmetrical set, and described each extension 12 forms and encloses angle 13 with baffle plate 11; Described corner steel form 1, metope steel form 2 lateral surfaces are provided with reinforcing rib 6.
Shown in Fig. 1, a form of construction work for shear wall steel form assembly, comprises the steps: a, first prepares some corners steel form 1, some metope steel forms 2, some upper connectors 3 ＇ ＇ and lower connector 3 ＇, some U-shaped pins 4 and latch 9 and part wooden form 7 and the lumps of wood 8 according to figure paper size; B, according to measure axis the some metope steel forms 2 that prepare are vertically spliced, adjacent metope steel form 2 is connected and fixed by U-shaped pin 4 and latch 9; The metope steel form 2 being oppositely arranged coordinates upper connector 3 ＇ ＇ and lower connector 3 ＇ to be connected and fixed by latch 9; Finally the corner steel form 1 at two ends is connected with adjacent metope steel form 2 by U-shaped pin 4; C, according to measure absolute altitude, the position that steel form top lacks adopts the special lumps of wood 8, and steel form and wooden form 7 are coupled together; D, carry out corner steel form 1, metope steel form 2 planeness rectify perpendiculars, last and load-bearing scaffold is connected and fixed.
Shown in Fig. 1, wherein, in present embodiment, because the specification of metope steel form 2, corner steel form 1 is substantially fixing, and shear wall has plurality of specifications, particularly the height of shear wall is higher than metope steel form 2, corner steel form 1, and the applicant is connected steel form to solve with wooden form by the lumps of wood 8, and this technology is prior art.
Above-described embodiment and graphic and non-limiting product form of the present invention and style, suitable variation or modification that any person of an ordinary skill in the technical field does it, all should be considered as not departing from patent category of the present invention.
Claims (8)
1. a shear wall steel form assembly, is characterized in that: comprise some corners steel form, some metope steel forms, some connectors and the some fixtures that are connected for adjacent metope steel form, corner steel form; Described metope steel form bottom is provided with low groove, is positioned at low groove upper limb and is fixed with a plate, and low groove and junction plate lower surface butt can be passed in one end of described connector, and described low groove and connector closely agree with fixing; Described metope steel form upper surface is provided with upper groove, and upper groove and described connector can closely agree with fixing; Described corner steel form, metope steel form periphery are provided with the fixed head with fixing hole.
2. a kind of shear wall steel form assembly according to claim 1, is characterized in that: described fixture comprises U-shaped pin and latch.
3. a kind of shear wall steel form assembly according to claim 1, is characterized in that: on described connector and metope steel form connecting end surface, be fixed with thickening cushion block.
4. a kind of shear wall steel form assembly according to claim 1, is characterized in that: described connector comprises the upper connector that is positioned at upper groove and the lower connector that is positioned at low groove.
5. a kind of shear wall steel form assembly according to claim 4, is characterized in that: described lower connector connects the two two metope steel forms that are oppositely arranged, the two ends of lower connector and the junction plate lower surface butt that is oppositely arranged two metope steel forms.
6. a kind of shear wall steel form assembly according to claim 1, is characterized in that: described corner steel form comprises baffle plate and be positioned at two extensions that baffle plate both sides are symmetrical set, and described each extension encloses angle with baffle plate formation.
7. according to a kind of shear wall steel form assembly described in claim 1-5 any one, it is characterized in that: described corner steel form, metope steel form lateral surface are provided with reinforcing rib.
8. a form of construction work for shear wall steel form assembly, is characterized in that: comprise the steps:
A, first prepare some corners steel form, some metope steel forms, some upper connectors and lower connector, some U-shaped pins and latch and part wooden form and the lumps of wood according to figure paper size;
B, according to measure axis the some metope steel forms that prepare are vertically spliced, adjacent metope steel form is connected and fixed by U-shaped pin and latch; The metope steel form being oppositely arranged coordinates upper connector and lower connector to be connected and fixed by latch; The corner steel form at two ends is connected with adjacent metope steel form by U-shaped pin;
C, according to measure absolute altitude, the position that steel form top lacks adopts special side, and steel form and wooden form are coupled together;
D, carry out degree of plainness for wall surface rectify perpendicular, last and load-bearing scaffold is connected and fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410063441.6A CN103806643B (en) | 2014-02-25 | 2014-02-25 | A kind of shear wall steel form assembly and form of construction work thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410063441.6A CN103806643B (en) | 2014-02-25 | 2014-02-25 | A kind of shear wall steel form assembly and form of construction work thereof |
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| Publication Number | Publication Date |
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| CN103806643A true CN103806643A (en) | 2014-05-21 |
| CN103806643B CN103806643B (en) | 2016-03-30 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201410063441.6A Expired - Fee Related CN103806643B (en) | 2014-02-25 | 2014-02-25 | A kind of shear wall steel form assembly and form of construction work thereof |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104278833A (en) * | 2014-10-29 | 2015-01-14 | 潘庆功 | Building template system |
| CN105839911A (en) * | 2016-05-19 | 2016-08-10 | 中国建筑第二工程局有限公司 | Shaped wall column mould |
| CN105863253A (en) * | 2016-05-25 | 2016-08-17 | 杭州江润科技有限公司 | Integral formwork-supporting type asynchronous casting stairwell wall column formwork supporting system and construction method |
| CN107514138A (en) * | 2017-08-18 | 2017-12-26 | 杨磊 | Fast assembling-disassembling building template system and its construction method |
| CN108729663A (en) * | 2018-05-28 | 2018-11-02 | 中国化学工程第六建设有限公司 | Concrete exempts from plastering construction technique |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2332553A1 (en) * | 1973-06-27 | 1975-01-16 | Renner Roland | Building components for making shuttering and temporary structures - is laminated timber beam whose ends have steel brackets |
| 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 |
| CN202787957U (en) * | 2012-09-23 | 2013-03-13 | 中国十七冶集团有限公司 | Construction template device of parapet wall |
| CN203769302U (en) * | 2014-02-25 | 2014-08-13 | 绍兴县明煌建材科技有限公司 | Steel moulding plate component for shear wall |
-
2014
- 2014-02-25 CN CN201410063441.6A patent/CN103806643B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2332553A1 (en) * | 1973-06-27 | 1975-01-16 | Renner Roland | Building components for making shuttering and temporary structures - is laminated timber beam whose ends have steel brackets |
| 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 |
| CN202787957U (en) * | 2012-09-23 | 2013-03-13 | 中国十七冶集团有限公司 | Construction template device of parapet wall |
| CN203769302U (en) * | 2014-02-25 | 2014-08-13 | 绍兴县明煌建材科技有限公司 | Steel moulding plate component for shear wall |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104278833A (en) * | 2014-10-29 | 2015-01-14 | 潘庆功 | Building template system |
| CN105839911A (en) * | 2016-05-19 | 2016-08-10 | 中国建筑第二工程局有限公司 | Shaped wall column mould |
| CN105863253A (en) * | 2016-05-25 | 2016-08-17 | 杭州江润科技有限公司 | Integral formwork-supporting type asynchronous casting stairwell wall column formwork supporting system and construction method |
| CN105863253B (en) * | 2016-05-25 | 2018-06-01 | 恒德建设有限公司 | Integral formwork support is asynchronous to pour staircase wall column formwork system and construction method |
| CN107514138A (en) * | 2017-08-18 | 2017-12-26 | 杨磊 | Fast assembling-disassembling building template system and its construction method |
| CN108729663A (en) * | 2018-05-28 | 2018-11-02 | 中国化学工程第六建设有限公司 | Concrete exempts from plastering construction technique |
| CN108729663B (en) * | 2018-05-28 | 2020-07-10 | 中国化学工程第六建设有限公司 | Concrete plastering-free construction process |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103806643B (en) | 2016-03-30 |
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Effective date of registration: 20210127 Address after: 224421 No.88, South Industrial Park, Yilin Town, Funing County, Yancheng City, Jiangsu Province (y) Patentee after: ZHONGHAI HONGXIANG COPPER INDUSTRY Co.,Ltd. Address before: 312000 No. 272, Guoqing village, Ma An Town, Shaoxing County, Shaoxing, Zhejiang Patentee before: SHAOXING COUNTY MINGHUANG BUILDING MATERIAL TECHNOLOGY Co.,Ltd. |
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Effective date of registration: 20210927 Address after: 224400 No. 20 (y), pump and valve industrial park, Yilin Town, Funing County, Yancheng City, Jiangsu Province Patentee after: FUNING LIANDA ELECTRICAL AND MECHANICAL MANUFACTURING Co.,Ltd. Address before: 224421 No.88, South Industrial Park, Yilin Town, Funing County, Yancheng City, Jiangsu Province (y) Patentee before: ZHONGHAI HONGXIANG COPPER INDUSTRY Co.,Ltd. |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160330 |
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