CN2931669Y - Novel building Template - Google Patents

Novel building Template Download PDF

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Publication number
CN2931669Y
CN2931669Y CN 200620029000 CN200620029000U CN2931669Y CN 2931669 Y CN2931669 Y CN 2931669Y CN 200620029000 CN200620029000 CN 200620029000 CN 200620029000 U CN200620029000 U CN 200620029000U CN 2931669 Y CN2931669 Y CN 2931669Y
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CN
China
Prior art keywords
formwork
plate body
template plate
template
crossbeam
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 200620029000
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Chinese (zh)
Inventor
宋春华
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.)
Individual
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Individual
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 Individual filed Critical Individual
Priority to CN 200620029000 priority Critical patent/CN2931669Y/en
Application granted granted Critical
Publication of CN2931669Y publication Critical patent/CN2931669Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a new building formwork for casting constructions for collar beam and eaves with concrete. The formwork comprises a formwork plate with a plurality of support feet, a form clamp arranged between two formwork plates, and a lengthening plug-board which comprises a transverse beam and two limit upright girders arranged under the transverse beam, and a limit block arranged under the transverse beam and inside the limit upright girder. As the utility model adopts the structure of steel plates or composite materials in place of the wood structure of the original formwork, during operating, builders do not need hacksaws, hammers and nails with low labor of intensity, convenient manipulation, saving time and labor and fast speed. The new building formwork is not easy to absorb water or to deform and difficult in cracking with long service life, repeated utilization, saving timber resources, and good quality of the cast concrete board surface.

Description

New Type Architecture Mode
Technical field
The utility model belongs to building field, a kind of specifically facility---New Type Architecture Mode of carrying out collar tie beam and eaves pouring concrete construction.
Background technology
Construction formwork is the very big a kind of construction tool of use amount in the reinforced concrete structure building operations, at present, small-sized cities and towns and grass roots in China, the template that is adopted in the building construction process is most to be wooden form, adopt the shortcoming of wooden form to be, wooden form easily absorbs water, easily deformable cracking, access times are few, life-span is short, and the concrete plate surface of being built is of poor quality, adopts traditional timber template concrete pouring construction in addition, often the instrument that adopts is the iron saw, hammer and nail, construction worker's labour intensity is big, operates loaded down with trivial details, time-consuming, speed is slow, the waste timber resources.
Summary of the invention
The purpose of this utility model is to provide a kind of simple and reasonable, and operation and easy to use can be reused, and the life-span is grown builds collar tie beam and eaves New Type Architecture Mode.
The purpose of this utility model is to realize like this, this template comprises template plate body, form clamp, extension plugboard, have a plurality of feets on the described template plate body, described extension plugboard is arranged between the two template plate bodys, described form clamp comprises two spacing vertical beams that top crossbeam and crossbeam are provided with below, and be arranged on below the crossbeam, the spacing card of spacing vertical beam inboard.
Described template plate body is the cuboid plank frame, and the feet on it is set at the edge of template plate body.
Described feet is perpendicular to the work plane of template plate body and along the work plane setting of template plate body or only perpendicular to the work plane setting of template plate body.
But described form clamp is the form of structure of paramodulant, and a movable sleeve is set on crossbeam, and the spacing vertical beam of a side and spacing card are arranged on the movable sleeve on the form clamp.
The utility model is owing to adopt said structure, both the wooden structures with original template changed steel plate structure or composite structure into, and the construction worker need not adopt iron saw, hammer and nail when operation, and labour intensity is little, easy to operate, saving of work and time, speed is fast, and this kind new type formwork is difficult for suction, is not easy to distortion and cracking, life-span is long, reusable, save timber resources, the concrete plate surface quality of being built is good.
Description of drawings
Fig. 1 is a New Type Architecture Mode overall structure schematic diagram.
Fig. 2 is the utility model template plate body perspective view.
Fig. 3 is the another kind of embodiment perspective view of the utility model template plate body.
Fig. 4 is that the utility model template plate body connects extension plugboard structural representation.
Fig. 5 and Fig. 6 are the utility model form clamp structural representation.
Fig. 7 is the adjustable form clamp structural representation of the utility model.
The specific embodiment
Shown in accompanying drawing: this template comprises template plate body 1, form clamp 2, extends plugboard 3, have a plurality of feets 4 on the described template plate body 1, when the length of the collar tie beam of being poured into a mould is long, can adopt the extension plugboard 3 that is arranged between the two template plate bodys 1 to increase the length (shown in the accompanying drawing 4) of template, described form clamp 2 comprises two spacing vertical beams 6 that top crossbeam 5 and crossbeam 5 are provided with below, and be arranged on below the crossbeam 5, the spacing card 7 (accompanying drawing 5 and shown in Figure 6) of beam 6 inboards when spacing.
Shown in accompanying drawing 2 and 3: described template plate body 1 is the cuboid plank frame, and the feet 4 on it is set at the edge of template plate body 1.
Described feet 4 is perpendicular to the work plane 8 of template plate body and is provided with or only is provided with perpendicular to the work plane 8 of template plate body along the work plane 8 of template plate body.
Shown in accompanying drawing 7: but described form clamp 2 is the form of structure of paramodulant, and a movable sleeve 9 is set on crossbeam 5, and the spacing vertical beam 6 of a side and spacing card 7 are arranged on the movable sleeve 9 on the form clamp 2.
During use, as shown in Figure 1, when the cast collar tie beam, template plate body 1 is stood in the top of body of wall 10, the feet 4 that is provided with perpendicular to work plane 8 be stuck in body of wall 10 above, the feet 4 that is provided with along work plane 8 is stuck in the side of body of wall 10, then form clamp 2 is had being connected on the template plate body 1 of certain intervals that it is fixed, and promptly can carry out reinforced concrete construction and operate.
A kind of template form that template plate body shown in the accompanying drawing 3 uses for the cast eaves period of the day from 11 p.m. to 1 a.m

Claims (4)

1, a kind of New Type Architecture Mode, it is characterized in that: this template comprises template plate body (1), form clamp (2), extends plugboard (3), have a plurality of feets (4) on the described template plate body (1), described extension plugboard (3) is arranged between the two template plate bodys (1), described form clamp (2) comprises two spacing vertical beams (6) that top crossbeam (5) and crossbeam (5) are provided with below, and is arranged on the spacing card (7) that crossbeam (5) is following, spacing vertical beam (6) is inboard.
2, a kind of New Type Architecture Mode according to claim 1 is characterized in that: described template plate body (1) is the cuboid plank frame, and the feet on it (4) is set at the edge of template plate body (1).
3, a kind of New Type Architecture Mode according to claim 1 is characterized in that: described feet (4) is perpendicular to the work plane (8) of template plate body and is provided with or only is provided with perpendicular to the work plane (8) of template plate body along the work plane (8) of template plate body.
4, a kind of New Type Architecture Mode according to claim 1, it is characterized in that: described form clamp (2) but be the form of structure of paramodulant, a movable sleeve (9) is set on crossbeam (5), and the spacing vertical beam (6) and the spacing card (7) of the last side of form clamp (2) are arranged on the movable sleeve (9).
CN 200620029000 2006-06-30 2006-06-30 Novel building Template Expired - Fee Related CN2931669Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200620029000 CN2931669Y (en) 2006-06-30 2006-06-30 Novel building Template

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200620029000 CN2931669Y (en) 2006-06-30 2006-06-30 Novel building Template

Publications (1)

Publication Number Publication Date
CN2931669Y true CN2931669Y (en) 2007-08-08

Family

ID=38348169

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 200620029000 Expired - Fee Related CN2931669Y (en) 2006-06-30 2006-06-30 Novel building Template

Country Status (1)

Country Link
CN (1) CN2931669Y (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110017023A (en) * 2019-04-19 2019-07-16 杭州昂创科技有限公司 Collar tie beam construction method based on tool-type regularization concrete collar tie beam formwork erecting structure
CN110725536A (en) * 2019-11-18 2020-01-24 苏州金螳螂建筑装饰股份有限公司 Adjustable clamp structure of ground beam template
CN110735531A (en) * 2019-11-18 2020-01-31 苏州金螳螂建筑装饰股份有限公司 quick assembly disassembly's ground beam template mounting structure
CN110761556A (en) * 2019-11-18 2020-02-07 苏州金螳螂建筑装饰股份有限公司 Fixed mounting structure of floor beam template

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110017023A (en) * 2019-04-19 2019-07-16 杭州昂创科技有限公司 Collar tie beam construction method based on tool-type regularization concrete collar tie beam formwork erecting structure
CN110725536A (en) * 2019-11-18 2020-01-24 苏州金螳螂建筑装饰股份有限公司 Adjustable clamp structure of ground beam template
CN110735531A (en) * 2019-11-18 2020-01-31 苏州金螳螂建筑装饰股份有限公司 quick assembly disassembly's ground beam template mounting structure
CN110761556A (en) * 2019-11-18 2020-02-07 苏州金螳螂建筑装饰股份有限公司 Fixed mounting structure of floor beam template

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

Granted publication date: 20070808

Termination date: 20140630

EXPY Termination of patent right or utility model