CN2534289Y - Combined shuttering - Google Patents
Combined shuttering Download PDFInfo
- Publication number
- CN2534289Y CN2534289Y CN 01248832 CN01248832U CN2534289Y CN 2534289 Y CN2534289 Y CN 2534289Y CN 01248832 CN01248832 CN 01248832 CN 01248832 U CN01248832 U CN 01248832U CN 2534289 Y CN2534289 Y CN 2534289Y
- Authority
- CN
- China
- Prior art keywords
- flitch
- template
- screw
- shuttering
- model
- 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
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Abstract
The utility model discloses a combined shuttering which belongs to the architecture field and is a machine for architecture construction. Aiming at some defects in concrete pouring construction, an improved combined shuttering is designed and consists of a triangular support, a shuttering, a waterstop ring and screw rods and so on. The utility model is characterized in that a shuttering support consists of an external support and a flitch clip, the flitch clip is U shaped, the spacing between the screw holes is consistent with the flitch clip, a connecting plate is provided with a pin rod, the screw holes on a ground support are matched with ground expansion screws; the screw threads of the screw rods on both ends of a tension rod have opposite directions; the surface of a groove of a locating beam is provided with a fixing hole and is also provided with a gasket. The utility model has a simple structure, convenient assembly and disassembly, quick speed, manpower saving and time saving, can be assembled into various shuttering systems of beams, plates and columns, has apparent social and economic benefits, and can be widely used in architecture construction.
Description
Technical field
The utility model relates to building field, is a kind of facility of building operations.
Background technology
Pouring concrete construction, traditional method are that timber, iron saw add hammer and nail, and labour intensity is big, and complex operation is time-consuming, and speed is slow; Along with development of technology, form technology occurred, but still there is imperfection in a lot of aspect, treats improvements.
Summary of the invention
The purpose of this utility model is at the conventional concrete template, there are drawbacks such as operation is cumbersome, labour intensity is big, as much as possible code requirementization, standardized combine component are developed new type formwork, and concrete construction is efficient to reach, the purpose of sharp work.
The combined type template is to be made of parts such as A-frame (10), template (3), seal ring (2), flitch (4) and threaded screw rods, it is characterized in that:
A) template bearing (5) is made up of outer support and flitch card, the flitch card is U type draw-in groove shape, outer support is positioned at the template outside, the screw spacing dimension of outer support is identical with the bolt hole distance of flitch card configuration, and be fixed on the flitch card, the junction plate of outer support is provided with pin rod, and flitch card shape and size are consistent with the thickness and the width of flitch (4);
B) on ground support (7) plate, be provided with screw, match with expansion bolt on ground or the metope;
C) expansion link (6) two ends are provided with the flat thread leading screw, and two ends screw thread mouth direction is opposite;
D) positioning beam of groove shaped is provided with fixing hole in groove floor, pitch of holes and beam, plate, post building standard consistent size, and groove has been set up backing plate (9).
The utility model has the advantages that simple in structurely, easy to operate, it is time saving and energy saving to assemble, and speed of application increases substantially; Template size is adjustable, and member does not have seam, and member is smooth after the demoulding, need not levelling troweling again; Wide adaptability not only can be assembled the metope template, according to the building demand, can be combined into beam, plate, the column template system of various sizes standard and different model.
Description of drawings
Fig. 1, the utility model wall form assembly structure diagrammatic sketch, wherein: 1 leading screw, 2 seal rings, 3 templates, 4 flitches, 5 template bearings, 6 expansion links, 7 ground supports, 8 nuts and pad;
Fig. 2, the zoomed-in view of the seal ring 2 of the utility model Fig. 1;
Fig. 3, the zoomed-in view of the nut of the utility model Fig. 1 and template pad 8;
Fig. 4, the zoomed-in view of the template bearing 5 of Fig. 1 of the present utility model;
Fig. 5, the cutaway view Amplified image of telescopic strut 6 two ends of the utility model Fig. 1;
Fig. 6, the zoomed-in view of the ground support 7 of the utility model Fig. 1;
Fig. 7, the zoomed-in view of positioning beam parts of the present utility model, wherein: 9 backing plates;
Fig. 8, the utility model beam forms assembly structure diagrammatic sketch, wherein: 10 A-frames;
Fig. 9, A-frame 10 structure charts of the present utility model;
Figure 10, the utility model column template assembly structure diagrammatic sketch.
The specific embodiment
Embodiment 1
Produce combined type template component.Get the raw materials ready on demand, produce parts such as A-frame 10, seal ring 2, square threaded screw rod 1 and template 3; The template bearing is made up of flitch card and outer support, and the flitch card is U type draw-in groove shape, size and flitch consistent size, and the bolt hole spacing of flitch card is consistent with the pitch of holes on the outer support, and the junction plate of outer support is provided with pin rod; On the ground support 7, be provided with screw, and match with expansion bolt on ground or the metope; Expansion link 6 two ends are provided with the flat thread leading screw, and the direction of two ends screw thread is opposite; The groove floor of the positioning beam of groove shaped is provided with fixing hole, the building standard consistent size of pitch of holes and beam slab post, and groove has been set up backing plate.
With all component produce complete after, can be according to the synthetic various models of production requirement groups, beam, plate, column template system that size is different.Assembling metope template at first uses leading screw 1 with cope and drag pattern plate 3 and flitch 4, is fixed into integral body by the 300mm dimensional thickness, and the template height is 2800mm, and length is 4800mm; Fixedly leading screw divides three rows to arrange, and row has sleeve pipe at the end, and the middle part of middle part one row's leading screw is provided with seal ring; When going up cheek board and flitch with leading screw is fixing, should be with template bearing 5, snap on the groove that the flitch size is complementary, be fixed into integral body together; Use the bolt on the template bearing 5 again in the template outside, with fixed head 5 ' stubborn jail, and with fixed head 5 ' on spiral pin, expansion link 6 is fixing, template bottom is in sleeve pipe leading screw 1 fixed form 3, should establish the stubborn jail of pad on the flitch 4 screw and leading screw have been connected firmly, measure distance ground support and ditch setscrew are tightened, and two expansion links 6 are connected with ground support tightly; The expansion link two ends are provided with the opposite screw thread of direction, regulate and rotate expansion link, are easy to regulate length, and are connected to a fixed with ground support; After assembling finished, the opposite spiral shell button of direction that utilizes expansion link 6 two ends to be provided with can be adjusted appropriateness with the vertical orientations of template.
The Web beam template.Assembling 3000mm height, wide and thick be the beam of 400mm.At first, set up the high scaffold of 3000mm, installing and locating beam on the frame face, the pitch-row on the positioning beam groove floor is 200mm; Be easy to beam forms is located according to positioning beam perforation size tripod; After size is fixed backing plate is twisted the jail by screw; Then with flitch and template fix tightly, whole beam forms is promptly assembled and is finished.
Claims (1)
1. the combined type template is to be made of parts such as A-frame (10), template (3), seal ring (2), flitch (4) and threaded screw rods, it is characterized in that:
A) template bearing (5) is made up of outer support and flitch card, the flitch card is U type draw-in groove shape, outer support is positioned at the template outside, the screw spacing dimension of outer support is identical with the bolt hole distance of flitch card configuration, and be fixed on the flitch card, the junction plate of outer support is provided with pin rod, and flitch card shape and size are consistent with the thickness and the width of flitch (4);
B) on ground support (7) plate, be provided with screw, match with expansion bolt on ground or the metope;
C) expansion link (6) two ends are provided with the flat thread leading screw, and two ends screw thread mouth direction is opposite;
D) positioning beam of groove shaped is provided with fixing hole in groove floor, pitch of holes and beam, plate, post building standard consistent size, and groove has been set up backing plate (9).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 01248832 CN2534289Y (en) | 2001-07-25 | 2001-07-25 | Combined shuttering |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 01248832 CN2534289Y (en) | 2001-07-25 | 2001-07-25 | Combined shuttering |
Publications (1)
Publication Number | Publication Date |
---|---|
CN2534289Y true CN2534289Y (en) | 2003-02-05 |
Family
ID=33659383
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 01248832 Expired - Fee Related CN2534289Y (en) | 2001-07-25 | 2001-07-25 | Combined shuttering |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN2534289Y (en) |
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN100390359C (en) * | 2005-10-17 | 2008-05-28 | 朱秦江 | Composite warm preservation heat insulation concrete graded layer integrated pouring system and its construction method |
CN100436739C (en) * | 2006-01-20 | 2008-11-26 | 孙志强 | Wood plastic template in use for architecture |
CN102352607A (en) * | 2011-10-28 | 2012-02-15 | 中铁四局集团第四工程有限公司 | Full water stopping side wall template system |
CN103331811A (en) * | 2013-06-20 | 2013-10-02 | 许金锔 | Triangular clamping device for concrete formwork |
CN103422668A (en) * | 2013-08-09 | 2013-12-04 | 中建四局第六建筑工程有限公司 | Construction method of super-thick large-slope shear wall and hydraulic self-jacking inclined creeping framework thereof |
CN103470026A (en) * | 2013-09-04 | 2013-12-25 | 中建三局第一建设工程有限责任公司 | Basement external wall single-face framework erecting system and construction method |
CN105298513A (en) * | 2015-11-23 | 2016-02-03 | 陈东彩 | Tunnel construction template capable of being quickly installed and disassembled |
CN103422667B (en) * | 2013-09-06 | 2016-02-03 | 南京工业大学 | A kind of two prefabricated superimposed body of wall support system of plate |
CN106346596A (en) * | 2016-09-14 | 2017-01-25 | 晟通科技集团有限公司 | Precast stair template matching system |
CN111719843A (en) * | 2019-03-18 | 2020-09-29 | 河北艾森新材料科技有限公司 | Composite material template and template repairing method |
-
2001
- 2001-07-25 CN CN 01248832 patent/CN2534289Y/en not_active Expired - Fee Related
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN100390359C (en) * | 2005-10-17 | 2008-05-28 | 朱秦江 | Composite warm preservation heat insulation concrete graded layer integrated pouring system and its construction method |
CN100436739C (en) * | 2006-01-20 | 2008-11-26 | 孙志强 | Wood plastic template in use for architecture |
CN102352607A (en) * | 2011-10-28 | 2012-02-15 | 中铁四局集团第四工程有限公司 | Full water stopping side wall template system |
CN103331811A (en) * | 2013-06-20 | 2013-10-02 | 许金锔 | Triangular clamping device for concrete formwork |
CN103422668A (en) * | 2013-08-09 | 2013-12-04 | 中建四局第六建筑工程有限公司 | Construction method of super-thick large-slope shear wall and hydraulic self-jacking inclined creeping framework thereof |
CN103470026A (en) * | 2013-09-04 | 2013-12-25 | 中建三局第一建设工程有限责任公司 | Basement external wall single-face framework erecting system and construction method |
CN103470026B (en) * | 2013-09-04 | 2015-07-15 | 中建三局第一建设工程有限责任公司 | Basement external wall single-face framework erecting system and construction method |
CN103422667B (en) * | 2013-09-06 | 2016-02-03 | 南京工业大学 | A kind of two prefabricated superimposed body of wall support system of plate |
CN105298513A (en) * | 2015-11-23 | 2016-02-03 | 陈东彩 | Tunnel construction template capable of being quickly installed and disassembled |
CN106346596A (en) * | 2016-09-14 | 2017-01-25 | 晟通科技集团有限公司 | Precast stair template matching system |
CN111719843A (en) * | 2019-03-18 | 2020-09-29 | 河北艾森新材料科技有限公司 | Composite material template and template repairing method |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C19 | Lapse of patent right due to non-payment of the annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |