CN2878585Y - Vertical and horizontal combination template for buildings - Google Patents

Vertical and horizontal combination template for buildings Download PDF

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Publication number
CN2878585Y
CN2878585Y CN 200620072155 CN200620072155U CN2878585Y CN 2878585 Y CN2878585 Y CN 2878585Y CN 200620072155 CN200620072155 CN 200620072155 CN 200620072155 U CN200620072155 U CN 200620072155U CN 2878585 Y CN2878585 Y CN 2878585Y
Authority
CN
China
Prior art keywords
framework
vertical muscle
panel
welded
horizontal bar
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
CN 200620072155
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Chinese (zh)
Inventor
曹江波
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.)
Shanghai Gravel-resistant Platinum Technology Co., Ltd.
Original Assignee
JIANGSU SHUANGLIANG COMPOSITE MATERIAL 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 JIANGSU SHUANGLIANG COMPOSITE MATERIAL CO Ltd filed Critical JIANGSU SHUANGLIANG COMPOSITE MATERIAL CO Ltd
Priority to CN 200620072155 priority Critical patent/CN2878585Y/en
Application granted granted Critical
Publication of CN2878585Y publication Critical patent/CN2878585Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a building elevation plane gang form, which is mainly applied to the cast-in-situ molding board and the concrete component prefab form of the metope and the upright post of the building and the bridge. The utility model comprises a framework (2) and a longitudinal reinforcement (4). The framework (2), the longitudinal reinforcement (4), and the transverse rib (5) are made of a flat steel or a strip steel., The little frames of which are made are enclosed by the framework (2), the longitudinal reinforcement (4), and the transverse rib (5). The four corners in each little frame are welded to an angle plate (3), on which the screw hole is drilled. The panel (6) is made from the fiberglass reinforced thermoplastic composite. The panel (6) is fixed on the angle plate (3) by the chamfer head screws (1). The mounting holes are pressed on the framework. This gang form is provided with the advantages of high intensity, no split, non-absorbency, wear resistance, no deformation, easy release, smooth concrete surface, and convenient assembly. The panel can be called back and reutilized over hundreds of times. The investment cost is greatly reduced. The quality of the pouring concrete is improved.

Description

Elevation of building plane gang form
Technical field:
The utility model relates to a kind of elevation of building plane gang form.Be mainly used in the cast-in-place forming panel of building and bridge metope, column and the prefab form of concrete component.
Background technology:
The cast-in-place template of building trade metope, column adopts steel framework wood plywood panel template, steel framework bamboo plywood panel template and other gang form mostly at present.They have common trait: adopt conventional channel-section steel and angle steel to make steel framework, vertical muscle and horizontal bar.Quality is heavy, is not easy to operation; Wood plywood panel or bamboo plywood panel sticking to mould, spillage, surface irregularity and easily suction, the moisture absorption, easily layering after suction, the moisture absorption, concrete surface quality is poor, access times are few, not recyclable.
Summary of the invention:
The purpose of this utility model is to overcome above-mentioned deficiency, and a kind of light weight is provided, easy operating, and concrete surface quality is good, access times are many, callable elevation of building plane gang form.
The purpose of this utility model is achieved in that a kind of elevation of building plane gang form, comprise framework, vertical muscle, horizontal bar and panel, vertical flaccidity of tendon and muscle is between the upper and lower side frame that is welded on framework, and the horizontal bar transverse weld is characterized in that between the left and right side frame and vertical muscle of framework:
Described framework, vertical muscle and horizontal bar are adopted all with band steel or band steel, and four angles in each small frame that framework, horizontal bar and vertical muscle surround all are welded with gusset, are drilled with screw hole on the gusset,
Described panel adopts glass fiber reinforced thermoplastics composite to make, and panel is fixed on the gusset by sunk screw,
Described framework upper punch has is convenient to the combination bore of splicing and installing.
Compare with existing steel framework gang form, the utlity model has following feature:
1, it not only can guarantee to have the requirement of aspects such as the original thickness of other steel framework gang forms, intensity, mechanical property, and little, the easy demoulding of distortion in light weight, easy to use, the use, do not ftracture, do not absorb water, concrete surface quality is good.
2, its panel base material is a kind of novel environment friendly material, and it has light weight, intensity height, waterproof, protection against the tide, fire-retardant, recyclable utilization, and the access times of every secondary template are no less than 50 times.
3, the framework upper punch has the aggregate erection hole, is convenient to splicing and installation in construction.
Description of drawings:
Fig. 1 is the utility model elevation of building set of planes matched moulds plate embodiment 1 structure schematic diagram.
The A-A cut-away view of Fig. 1 of Fig. 2.
The B-B cut-away view of Fig. 1 of Fig. 3.
Fig. 4 is the utility model elevation of building set of planes matched moulds plate embodiment 2 structure schematic diagrames.
The C-C cut-away view of Fig. 4 of Fig. 5.
The D-D cut-away view of Fig. 4 of Fig. 6.
Among the figure: sunk screw 1, framework 2, gusset 3, vertical muscle 4, horizontal bar 5, panel 6.
The specific embodiment:
Embodiment 1:
Referring to Fig. 1-3, the utility model elevation of building plane gang form, the framework 2 of template, vertical muscle 4 and horizontal bar 5 all adopt band steel or belt steel material, vertically be welded with a vertical muscle 4 between the upper and lower side frame of framework 2, respectively be welded with two horizontal bars 5 between the left and right side frame of framework 2 and the vertical muscle 4, four angles in each small frame that framework 2 and vertical muscle 4, horizontal bar 5 are formed all are welded with gusset 3, be drilled with screw hole on the gusset 3, be convenient to panel 6 is fixed on the gusset 3 by sunk screw 1, have on the framework and be convenient to the combination bore of splicing and installing.
Embodiment 2:
Referring to Fig. 4-6, the utility model elevation of building plane gang form, the framework 2 of template, vertical muscle 4 and horizontal bar 5 all adopt band steel or belt steel material, in order to guarantee the intensity of large tracts of land template, can increase the quantity of vertical muscle 4 and horizontal bar 5 in the framework, four angles in each small frame that framework 2 and vertical muscle 4, horizontal bar 5 are formed all are welded with gusset 3, four angles in the small frame that vertical muscle and horizontal bar are formed also are welded with gusset 3, be drilled with screw hole on the gusset 3, be convenient to panel 6 is fixed on the gusset 3 by sunk screw 1, have on the framework and be convenient to the combination bore of splicing and installing.

Claims (3)

1, a kind of elevation of building plane gang form, comprise framework (2), vertical muscle (4), horizontal bar (5) and panel (6), vertical muscle (4) vertically is welded between the upper and lower side frame of framework (2), and horizontal bar (5) transverse weld is characterized in that between the left and right side frame and vertical muscle (4) of framework (2):
Described framework (2), vertical muscle (4) and horizontal bar (5) are adopted all with band steel or band steel, and four interior angles of each small frame that framework (2), horizontal bar (4) and vertical muscle (5) surround all are welded with gusset (3), and gusset is drilled with screw hole on (3),
Described panel (6) adopts glass fiber reinforced thermoplastics composite to make, and panel (6) is fixed on the gusset (3) by sunk screw (1),
Described framework (2) upper punch has installing hole.
2, a kind of elevation of building according to claim 1 plane gang form, it is characterized in that: vertically be welded with a vertical muscle (4) between the upper and lower side frame of described framework (2), respectively be welded with two horizontal bars (5) between the left and right side frame of framework (2) and the vertical muscle (4).
3, a kind of elevation of building according to claim 1 plane gang form, it is characterized in that: vertically be welded with many vertical muscle (4) between the upper and lower side frame of described framework (2), respectively be welded with many horizontal bars (5) between the left and right side frame of framework (2) and the vertical muscle (4), four angles in the small frame that vertical muscle (4) and horizontal bar (5) are formed also are welded with gusset (3).
CN 200620072155 2006-04-05 2006-04-05 Vertical and horizontal combination template for buildings Expired - Fee Related CN2878585Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200620072155 CN2878585Y (en) 2006-04-05 2006-04-05 Vertical and horizontal combination template for buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200620072155 CN2878585Y (en) 2006-04-05 2006-04-05 Vertical and horizontal combination template for buildings

Publications (1)

Publication Number Publication Date
CN2878585Y true CN2878585Y (en) 2007-03-14

Family

ID=37861000

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 200620072155 Expired - Fee Related CN2878585Y (en) 2006-04-05 2006-04-05 Vertical and horizontal combination template for buildings

Country Status (1)

Country Link
CN (1) CN2878585Y (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108327029A (en) * 2018-03-20 2018-07-27 丰和营造集团股份有限公司 A kind of mold for making template free of demolition
CN109208888A (en) * 2018-10-22 2019-01-15 中国二冶集团有限公司 The waste and old template reuse means of architectural engineering

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108327029A (en) * 2018-03-20 2018-07-27 丰和营造集团股份有限公司 A kind of mold for making template free of demolition
CN109208888A (en) * 2018-10-22 2019-01-15 中国二冶集团有限公司 The waste and old template reuse means of architectural engineering

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C14 Grant of patent or utility model
GR01 Patent grant
ASS Succession or assignment of patent right

Owner name: SHANGHAI ZHIZHI INDUSTRY CO., LTD.

Free format text: FORMER OWNER: JIANGSU SHUANGLIANG COMPOSITE MATERIAL CO., LTD.

Effective date: 20100601

C41 Transfer of patent application or patent right or utility model
COR Change of bibliographic data

Free format text: CORRECT: ADDRESS; FROM: 214444 LIGANG TOWN, JIANGYIN CITY, JIANGSU PROVINCE TO: 201202 ROOM D11, TOWER 3301, NO.89, XINBANG ROAD, MINHANG DISTRICT, SHANGHAI CITY

TR01 Transfer of patent right

Effective date of registration: 20100601

Address after: 201202, D11, room 3301, 89 Xin Bang Road, Shanghai, Minhang District

Patentee after: Shanghai wisdom Industrial Co., Ltd.

Address before: 214444 Li Gang Town, Jiangsu City, Jiangyin Province

Patentee before: Jiangsu Shuangliang Composite Material Co., Ltd.

DD01 Delivery of document by public notice

Addressee: Chu Jingwei

Document name: Notification of Passing Examination on Formalities

ASS Succession or assignment of patent right

Owner name: SHANGHAI POLYLITE MATERIAL TECHNOLOGY CO., LTD.

Free format text: FORMER OWNER: SHANGHAI ZHIZHI INDUSTRIAL CO., LTD.

Effective date: 20101026

C41 Transfer of patent application or patent right or utility model
COR Change of bibliographic data

Free format text: CORRECT: ADDRESS; FROM: 201202 ROOM D11, TOWER 3301, NO.89, XINBANG ROAD, MINHANG DISTRICT, SHANGHAI TO: 201108 2/F, LIQIN BUILDING, NO.1885, DUHUI ROAD, MINHANG DISTRICT, SHANGHAI

TR01 Transfer of patent right

Effective date of registration: 20101026

Address after: 201108 Shanghai city will Minhang District Road, building two floor No. 1885 Liqin

Patentee after: Shanghai Gravel-resistant Platinum Technology Co., Ltd.

Address before: 201202, D11, room 3301, 89 Xin Bang Road, Shanghai, Minhang District

Patentee before: Shanghai wisdom Industrial Co., Ltd.

DD01 Delivery of document by public notice

Addressee: Chu Jingwei

Document name: Notice of conformity

ASS Succession or assignment of patent right

Owner name: CHONGQING POLYLITE TECHNOLOGY CO., LTD.

Free format text: FORMER OWNER: SHANGHAI POLYLITE MATERIALS TECHNOLOGY CO., LTD.

Effective date: 20101222

C41 Transfer of patent application or patent right or utility model
COR Change of bibliographic data

Free format text: CORRECT: ADDRESS; FROM: 201108 2/F, LIQIN BUILDING, NO.1885, DUHUI ROAD, MINHANG DISTRICT, SHANGHAITO: 404800 ROOM 1, BUILDING 5, NO.3 (BANSHAN JINGYUAN), EAST RING ROAD, NANCHUAN DISTRICT, CHONGQING

TR01 Transfer of patent right

Effective date of registration: 20101222

Address after: East Ring Road 404800 Chongqing Nanchuan District No. 3 (mid Jingyuan) No. 5 building facade

Patentee after: Chongqing platinum Hi Tech Co., Ltd.

Address before: 201108 Shanghai city will Minhang District Road, building two floor No. 1885 Liqin

Patentee before: Shanghai Gravel-resistant Platinum Technology Co., Ltd.

ASS Succession or assignment of patent right

Owner name: SHANGHAI POLYLITE MATERIAL TECHNOLOGY CO., LTD.

Free format text: FORMER OWNER: CHONGQING POLYLITE TECHNOLOGY CO., LTD.

Effective date: 20110526

C41 Transfer of patent application or patent right or utility model
COR Change of bibliographic data

Free format text: CORRECT: ADDRESS; FROM: 404800 SHOP FRONT 1, BUILDING 5, NO. 3 (BANSHAN JINGYUAN), EAST RING ROAD, NANCHUAN DISTRICT, CHONGQING CITY TO: 201108 2/F, LIQIN BUILDING, NO. 1885, DUHUI ROAD, MINHANG DISTRICT, SHANGHAI

TR01 Transfer of patent right

Effective date of registration: 20110526

Address after: 201108 Shanghai city will Minhang District Road, building two floor No. 1885 Liqin

Patentee after: Shanghai Gravel-resistant Platinum Technology Co., Ltd.

Address before: East Ring Road 404800 Chongqing Nanchuan District No. 3 (mid Jingyuan) No. 5 building facade

Patentee before: Chongqing platinum Hi Tech Co., Ltd.

CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20070314

Termination date: 20150405

EXPY Termination of patent right or utility model