CN2931669Y - Novel building Template - Google Patents
Novel building Template Download PDFInfo
- 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
- Authority
- 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
Links
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
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
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).
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)
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 |
-
2006
- 2006-06-30 CN CN 200620029000 patent/CN2931669Y/en not_active Expired - Fee Related
Cited By (4)
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 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN2931669Y (en) | Novel building Template | |
CN200985564Y (en) | TT-type built-in autospasy type anchorage | |
CN109989506A (en) | A kind of reinforced concrete shear wall and its construction method | |
CN203905467U (en) | Building formwork chapiter dismounted early | |
CN201202272Y (en) | Rapid replacement formwork for tall building construction | |
CN201474291U (en) | Modular assembly construction template device | |
CN210976630U (en) | Repeatedly-usable construction column bell mouth concrete pouring device free of chiseling | |
CN201474303U (en) | Beam column template clip | |
CN102912977A (en) | Mold used for pouring shaped stair | |
CN201021545Y (en) | Adjusting tray of quick removable mould of casting top slab for building | |
CN105275198B (en) | A kind of shear-wall strengthening formwork structure and its construction method | |
CN209737901U (en) | Wood formwork for laboratory based on mortise and tenon technology | |
CN201078095Y (en) | Special-shaped external corner for building mould | |
CN2893056Y (en) | Taper pile shuttering | |
CN201695676U (en) | Strengthening tool of cast-in-place concrete beam side formwork of house building | |
CN201190368Y (en) | Detaching-free template for concrete | |
CN207988483U (en) | A kind of collapsible form for building | |
CN203603463U (en) | Elastic supporting formwork assembly for cast-in-place floor construction of steel structure building | |
CN211548767U (en) | Fixing device of constructional column construction template | |
CN201714082U (en) | Deformation joint formwork structure with small beam spacing | |
CN211949748U (en) | Repeatedly-usable detachable post-cast strip supporting device | |
CN218404962U (en) | Adjustable concrete steel template device for pouring walking plate | |
CN214785961U (en) | Novel constructional column template structure | |
CN2926393Y (en) | Multifunctional building template | |
CN217760026U (en) | Cast-in-place concrete slab type stair sliding support |
Legal Events
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 |