CN203769302U - Steel moulding plate component for shear wall - Google Patents

Steel moulding plate component for shear wall Download PDF

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Publication number
CN203769302U
CN203769302U CN201420080116.6U CN201420080116U CN203769302U CN 203769302 U CN203769302 U CN 203769302U CN 201420080116 U CN201420080116 U CN 201420080116U CN 203769302 U CN203769302 U CN 203769302U
Authority
CN
China
Prior art keywords
steel form
metope
shear wall
connector
steel moulding
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.)
Expired - Fee Related
Application number
CN201420080116.6U
Other languages
Chinese (zh)
Inventor
林光明
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SHAOXING COUNTY MINGHUANG BUILDING MATERIALS TECHNOLOGY Co Ltd
Original Assignee
SHAOXING COUNTY MINGHUANG BUILDING MATERIALS TECHNOLOGY Co Ltd
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.)
Filing date
Publication date
Application filed by SHAOXING COUNTY MINGHUANG BUILDING MATERIALS TECHNOLOGY Co Ltd filed Critical SHAOXING COUNTY MINGHUANG BUILDING MATERIALS TECHNOLOGY Co Ltd
Priority to CN201420080116.6U priority Critical patent/CN203769302U/en
Application granted granted Critical
Publication of CN203769302U publication Critical patent/CN203769302U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model belongs to the field of building components and particularly relates to a steel moulding plate component for a shear wall. The steel moulding plate component comprises a plurality of wall corner steel moulding plates, a plurality of wall surface steel moulding plates, a plurality of connecting pieces and a plurality of fixing pieces for connectingadjacent wall surface steel moulding platewiththe wall corner steel moulding plates; lower grooves are formed in the bottoms of the wall surface steel moulding plates; a connecting plate is fixed to the upper edge of each lower groove; one ends of the connecting pieces can penetrate through the lower grooves to be propped against and connected with the lower end faces of the connecting plates; the lower grooves are matchedwith and tightly fixed to the connecting pieces; upper grooves are formed in the upper end faces of the wall surface steel moulding plates; the upper grooves can be matchedwith and tightly fixed to the connecting pieces;fixing plates with fixing holes are arranged on the peripheries of the wall corner steel moulding plates and the wall surface steel moulding plates. The steel moulding plate component for the shear wall is high in construction efficiency, small in material consumption, and simple and convenient to mount.

Description

A kind of shear wall steel form assembly
Technical field
The utility model belongs to building unit field, is specifically related to a kind of shear wall steel form assembly.
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.
Utility model content
The purpose of this utility model is to provide a kind of shear wall steel form assembly, to improve the speed of application of shear wall formwork, overcomes the serious shortcoming of wooden form waste of material.
For achieving the above object, the technical scheme that the utility model people 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.
The beneficial effects of the utility model: the utility model adopts steel form splicing, has overcome wooden form cost of labor high, construct loaded down with trivial details, the problem that waste of material is serious, and the utility model efficiency of construction is high, and can constantly reuse, under consumptive material damage.
Below in conjunction with drawings and the specific embodiments, the utility model is described in further detail.
Brief description of the drawings
Fig. 1 is the utility model Construction State figure;
Fig. 2 is the utility model corner steel template structure schematic diagram;
Fig. 3 is the utility model metope steel template structure schematic diagram;
Fig. 4 is the utility model upper connector structural representation;
Fig. 5 is connecting-piece structure schematic diagram under the utility model;
Fig. 6 is that the utility model metope steel form and connector are used in conjunction with figure.
Detailed description of the invention
As shown in Fig. 1-6, what the utility model 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 utility model 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 utility model.

Claims (7)

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.
CN201420080116.6U 2014-02-25 2014-02-25 Steel moulding plate component for shear wall Expired - Fee Related CN203769302U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420080116.6U CN203769302U (en) 2014-02-25 2014-02-25 Steel moulding plate component for shear wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420080116.6U CN203769302U (en) 2014-02-25 2014-02-25 Steel moulding plate component for shear wall

Publications (1)

Publication Number Publication Date
CN203769302U true CN203769302U (en) 2014-08-13

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420080116.6U Expired - Fee Related CN203769302U (en) 2014-02-25 2014-02-25 Steel moulding plate component for shear wall

Country Status (1)

Country Link
CN (1) CN203769302U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103806643A (en) * 2014-02-25 2014-05-21 绍兴县明煌建材科技有限公司 Shear wall steel form assembly and construction mode thereof
CN105715046A (en) * 2015-12-16 2016-06-29 绍兴县明煌建材科技有限公司 Steel and wood template component and construction method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103806643A (en) * 2014-02-25 2014-05-21 绍兴县明煌建材科技有限公司 Shear wall steel form assembly and construction mode thereof
CN103806643B (en) * 2014-02-25 2016-03-30 绍兴县明煌建材科技有限公司 A kind of shear wall steel form assembly and form of construction work thereof
CN105715046A (en) * 2015-12-16 2016-06-29 绍兴县明煌建材科技有限公司 Steel and wood template component and construction method thereof
CN105715046B (en) * 2015-12-16 2018-03-20 绍兴县明煌建材科技有限公司 A kind of Steel-wood forming board component and its construction method

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20140813

Termination date: 20160225