CN205116705U - To wall form system of tectorial membrane multiply wood not damaged in manufacturing process - Google Patents

To wall form system of tectorial membrane multiply wood not damaged in manufacturing process Download PDF

Info

Publication number
CN205116705U
CN205116705U CN201520895404.1U CN201520895404U CN205116705U CN 205116705 U CN205116705 U CN 205116705U CN 201520895404 U CN201520895404 U CN 201520895404U CN 205116705 U CN205116705 U CN 205116705U
Authority
CN
China
Prior art keywords
overlay film
composite board
film composite
split bolt
seam
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
CN201520895404.1U
Other languages
Chinese (zh)
Inventor
葛洪峰
汤兰侠
左德华
邓军
马紫鹏
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.)
Beijing Urban Construction Yatai Group Co Ltd
Original Assignee
Beijing Urban Construction Yatai Group 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 Beijing Urban Construction Yatai Group Co Ltd filed Critical Beijing Urban Construction Yatai Group Co Ltd
Priority to CN201520895404.1U priority Critical patent/CN205116705U/en
Application granted granted Critical
Publication of CN205116705U publication Critical patent/CN205116705U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The utility model provides a to wall form system of tectorial membrane multiply wood not damaged in manufacturing process, by secondary joist and horizontal main joist vertical on tectorial membrane multiply wood, the tectorial membrane multiply wood lateral surface, corresponding position is passed one and is listed as split bolt between the tectorial membrane multiply wood of wall body both sides, and whole template panel is formed by the concatenation of a series of cell boards, and stitch for the concatenation in the gap between the level concatenation limit of two upper and lower cell boards, have in the middle of the main joist along axial installation seam, the installation seam corresponds the coincidence with the concatenation seam, split bolt passes the installation that the tectorial membrane multiply wood the is corresponding seam and concatenation seam on both sides simultaneously, and the realization template is stable. The utility model discloses the multiple -plate level of tectorial membrane concatenation seam setting is followed with split bolt to the structure of improve, the weak position of the traditional wall body tectorial membrane multiply wood template system of innovation being located, avoids offering on the panel bolt hole, has effectively lengthened the life of tectorial membrane multiply wood panel, makes its follow -up application to other position uses.

Description

A kind of in manufacturing process to the undamaged wall form system of overlay film composite board
Technical field
The utility model belongs to building construction formwork technical field, is specifically related to one in manufacturing process to the undamaged wall form system of overlay film composite board.
Background technology
Body of wall overlay film composite board form bracing system is mainly used in the under ground portion of building structure, the overlay film composite board shuttering boards specification of usual application is 1220 × 2440mm, the level that produces is offset in work progress to load by arranging split bolt, common split bolt setting space is 500 × 500mm or 600 × 600mm, a large amount of perforate certainly will will be carried out on the multiple-plate panel of overlay film during construction, tapping can become the weak part of overlay film composite board panel, affect the application life of panel, construction cost increases greatly.
Press engineering construction industry characteristic now, because of duration or form of structure requirement, under ground portion wall construction, overlay film composite board template does not generally possess the condition repeatedly having enough to meet the need use, uses overlay film composite board template that the duration will be caused longer as repeatedly having enough to meet the need by flowing water section; Meanwhile, overlay film composite board template is also not too applicable to overground part wall construction, time as more in ground shear wall, usually adopts punching block to construct; Due to by a large amount of perforate, consider the presentation quality that structural solid is shaping, overlay film composite board template just also loses the follow-up function used as section beam-column template or the horizontal member such as beam, floor template.In view of above reason, how avoiding damaging the multiple-plate punching of overlay film in work progress, realizing multiple-plate fully effectively use of overlay film is current problem demanding prompt solution.
Utility model content
The utility model object is to provide one in manufacturing process to the undamaged wall form system of overlay film composite board, overcoming in the construction of traditional overlay film composite board template system needs on overlay film composite board, carry out a large amount of perforate, affect template application life, causes overlay film composite board template to lose the technical problem having enough to meet the need service condition simultaneously, and overlay film composite board template system can be made the best use of everything in form work engineering.
For realizing above-mentioned technical purpose, the utility model adopts following technical scheme:
A kind of in manufacturing process to the undamaged wall form system of overlay film composite board, comprise the overlay film composite board that body of wall both sides are oppositely arranged, the multiple-plate lateral surface of overlay film be arranged in parallel respectively a series of vertical secondary joist and some horizontal main joists, described secondary joist is closely attached on overlay film composite board, described main joist is also vertical with it outside secondary joist, it is characterized in that: described main joist is arranged in groups, often exist in the middle of group and seam is installed, a row split bolt is established along installing seam interval, the main joist that described split bolt two ends arrange chevron buckle and body of wall both sides respectively fixes, described chevron is buckled in split bolt two ends and screws, described overlay film composite board block-by-block is spliced to form wall form panel, and the gap between the horizontal splicing edge of described overlay film composite board is splicing seams, described installation seam is corresponding with splicing seams to be overlapped, and described split bolt passes installation seam corresponding to body of wall both sides overlay film composite board and splicing seams simultaneously.The horizontal loading produced during wall body structure construction is passed to secondary joist, main joist, chevron buckle and split bolt successively by overlay film composite board, finally realizes template system and stablizes.
As optimal technical scheme of the present utility model, described main joist fixes by chevron buckle the two steel pipe main joists connected, and have between two steel pipe and install seam, described split bolt is through the center of chevron buckle.
Preferably, the size of described splicing seams and installation seam and the diameter dimension of securing member adapt.
Preferred further, the multiple-plate unit board of described overlay film is of a size of 1800 × 900mm, and is laterally placed by panel, and namely its level is 1800mm to the length of side, and the vertical length of side is 900mm.
Preferred further, in described installation seam, space, both sides, split bolt hole strap is carried out shutoff.
Preferably, described secondary joist is flitch.
Preferred further, in two vertical end faces of the multiple-plate unit board of described overlay film, one offers vertical slot, and another is provided with vertical latch, and described vertical latch is plugged in the vertical slot of next unit board.
Wherein, on the horizontal splicing seams of overlay film composite board, split bolt can be arranged with any spacing meeting calculation requirement; But in a vertical direction, the spacing of split bolt is the vertical width dimensions of panel, for the vertical spacing reducing split bolt is excessive on the checking computations intensity of template system and the impact of amount of deflection, general employing is constructed compared with the overlay film composite board of small-sized.In addition, the parameters such as the setting space of split bolt tentatively selected in construction and the multiple-plate size of overlay film are all checked by PKPM software, and constantly final argument is determined in adjustment, and it is qualified to check, and meets current specifications requirement.
Compared with prior art, technical advantage of the present utility model is:
The utility model improvement and bring new ideas structure of traditional body of wall overlay film composite board template system weak part, split bolt is arranged along the multiple-plate horizontal splicing seams of overlay film, avoid offering bolt hole on panel, during construction, to marching into the arena, overlay film composite board sheet material does not carry out any perforate process, sheet material is put in template system with reset condition carry out work completely, this way ensure that the integrality of sheet material, the self-characteristics such as its strength and stiffness are and suffer any destruction, effectively can extend the application life of sheet material; Meanwhile, have integrality after using as wall form, the template that can be used as other position follow-up carries out processing use.
Accompanying drawing explanation
Fig. 1 is that the wall form system that the utility model relates to installs the multiple-plate structural representation of overlay film in process;
Fig. 2 be wall form system that the utility model relates to install secondary joist in process install after structural representation;
Fig. 3 is the structural representation after wall form system that the utility model relates to has installed;
Fig. 4 is the schematic diagram that in Fig. 3, vertical end face A and the multiple-plate vertical end face B of adjacent overlay film carries out socket connection.
Reference numeral: 1-overlay film composite board, 2-secondary joist, 3-main joist, 4-chevron buckle, 5-split bolt, 6-install seam, 7-splicing seams.
Detailed description of the invention
Be described principle of the present utility model and feature below in conjunction with accompanying drawing, example, only for explaining the utility model, is not intended to limit scope of the present utility model.
The utility model improves on the basis of existing technology, when arranging split bolt, being arranged by split bolt, be different from the traditional method carrying out perforate setting on panel along the multiple-plate horizontal edge of overlay film.Concrete scheme is as follows:
As Fig. 1 to 3, a kind of in manufacturing process to the undamaged wall form system of overlay film composite board, comprise the overlay film composite board 1 that body of wall both sides are oppositely arranged, the lateral surface of both sides overlay film composite board 1 be arranged in parallel respectively a series of vertical secondary joist 2 and some horizontal main joists 3, described secondary joist 2 is closely attached on overlay film composite board 1, described main joist 3 is also vertically closely connected with it outside secondary joist 2, between the overlay film composite board 1 of both sides, correspondence position is connected by the split bolt 5 of a series of Φ 16 screw-thread steel 900 × 250mm, it is characterized in that: wall form panel is spliced by a series of overlay film composite board 1, gap between the horizontal splicing edge of upper and lower two unit boards is splicing seams 7, installation seam 6 is vertically had in the middle of described main joist 3, described main joist 3 fixes by chevron buckle 4 the two steel pipe main joists connected, have between two steel pipe and seam 6 is installed, described split bolt 5 is through the center of chevron buckle 4, described installation seam 6 is corresponding with splicing seams 7 to be overlapped, described splicing seams 7 adapts with the installation size of seam 6 and the diameter dimension of securing member split bolt 5, described split bolt 5 is simultaneously through installation seam 6 and the splicing seams 7 of overlay film composite board 1 correspondence of both sides, realize template to fix, with strap, shutoff is carried out in both sides, split bolt hole.Described secondary joist 2 can be flitch, and the present embodiment is 50 × 100mm lumps of wood 125mm secondary joist preferably; Two crossbeams of described main joist 3 are two steel pipes.The two steel pipe 900mm main joist of the preferred Φ 48.3 × 3.6mm of the present embodiment.As Fig. 4, in two vertical end faces of the unit board of described overlay film composite board 1, one offers vertical slot A, and another is provided with vertical latch B, and described vertical latch B is plugged in the vertical slot A of next unit board.
The utility model is on the horizontal splicing seams of overlay film composite board, and split bolt can be arranged with any spacing meeting calculation requirement; But in a vertical direction, the spacing of split bolt is the vertical width dimensions of panel, for the vertical spacing reducing split bolt is excessive on the checking computations intensity of template system and the impact of amount of deflection, general employing is constructed compared with the overlay film composite board of small-sized, the sheet material of preferred use 1800 × 900mm specification replaces the sheet material of 2440 × 1220mm, and thickness is 15mm; When installing template, laterally placed by panel, namely after erecting of panel, its level is 1800mm to the length of side, and the vertical length of side is 900mm.Split bolt is horizontally arranged, namely the outward flange in the 1800mm length of side direction of sheet material is arranged.
The horizontal loading produced during wall body structure construction is passed to secondary joist 2 by overlay film composite board, is passed to main joist 3, is passed to chevron buckle 4, is passed to split bolt 5, finally realizes template system and stablizes.In addition, the parameters such as the setting space of split bolt tentatively selected in construction and the multiple-plate size of overlay film are all checked by PKPM software, and constantly final argument is determined in adjustment, and it is qualified to check, and meets current specifications requirement.The concrete numerical value of above-mentioned each parameter, according to engineering characteristic, can make the appropriate adjustments after checking computations.
The foregoing is only preferred embodiment of the present utility model, not in order to limit the utility model, all within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.

Claims (7)

1. one kind in manufacturing process to the undamaged wall form system of overlay film composite board, comprise the overlay film composite board (1) that body of wall both sides are oppositely arranged, the lateral surface of overlay film composite board (1) be arranged in parallel respectively a series of vertical secondary joist (2) and some horizontal main joists (3), described secondary joist (2) is closely attached on overlay film composite board (1), described main joist (3) is also vertical with it in secondary joist (2) outside, it is characterized in that: described main joist (3) is arranged in groups, often have in the middle of group and seam (6) is installed, a row split bolt (5) is arranged at intervals with along installing seam (6), described split bolt (5) two ends arrange chevron buckle (4) respectively and fix with the main joist (3) of body of wall both sides, described chevron buckle (4) screws at split bolt (5) two ends, described overlay film composite board (1) block-by-block is spliced to form wall form panel, gap between the horizontal splicing edge of described overlay film composite board (1) is splicing seams (7), described splicing seams (7) and install and stitch that (6) are corresponding to be overlapped, described split bolt (5) through installation seam (6) and splicing seams (7) that body of wall both sides overlay film composite board (1) are corresponding, realizes formwork integral and fixes simultaneously.
2. one according to claim 1 in manufacturing process to the undamaged wall form system of overlay film composite board, it is characterized in that: described main joist (3) fixes by chevron buckle (4) the two steel pipe main joists connected, have between two steel pipe and install seam (6), described split bolt (5) is through the center of chevron buckle (4).
3. one according to claim 1 is to the undamaged wall form system of overlay film composite board in manufacturing process, it is characterized in that: the size of (6) is stitched in described splicing seams (7) and installation and the diameter dimension of split bolt (5) adapts.
4. one according to claim 1 in manufacturing process to the undamaged wall form system of overlay film composite board, it is characterized in that: the unit board of described overlay film composite board (1) is of a size of 1800 × 900mm, and panel is laterally placed, namely its level is 1800mm to the length of side, and the vertical length of side is 900mm.
5. one according to claim 1 is to the undamaged wall form system of overlay film composite board in manufacturing process, it is characterized in that: in described splicing seams (7), and space, both sides, split bolt hole strap is carried out shutoff.
6. one according to claim 1 is to the undamaged wall form system of overlay film composite board in manufacturing process, it is characterized in that: described secondary joist (2) is flitch.
7. the one according to claim 1 ~ 6 any one in manufacturing process to the undamaged wall form system of overlay film composite board, it is characterized in that: in two vertical end faces of described overlay film composite board (1), one offers vertical slot, another is provided with vertical latch, and described vertical latch is plugged in the vertical slot of adjacent panels.
CN201520895404.1U 2015-11-11 2015-11-11 To wall form system of tectorial membrane multiply wood not damaged in manufacturing process Expired - Fee Related CN205116705U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520895404.1U CN205116705U (en) 2015-11-11 2015-11-11 To wall form system of tectorial membrane multiply wood not damaged in manufacturing process

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520895404.1U CN205116705U (en) 2015-11-11 2015-11-11 To wall form system of tectorial membrane multiply wood not damaged in manufacturing process

Publications (1)

Publication Number Publication Date
CN205116705U true CN205116705U (en) 2016-03-30

Family

ID=55572324

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520895404.1U Expired - Fee Related CN205116705U (en) 2015-11-11 2015-11-11 To wall form system of tectorial membrane multiply wood not damaged in manufacturing process

Country Status (1)

Country Link
CN (1) CN205116705U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108133700A (en) * 2017-12-20 2018-06-08 南京航空航天大学 A kind of acoustics black hole vibration and noise reducing device
CN110804951A (en) * 2019-11-14 2020-02-18 广州市第二市政工程有限公司 Construction method for side wall of arch bridge

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108133700A (en) * 2017-12-20 2018-06-08 南京航空航天大学 A kind of acoustics black hole vibration and noise reducing device
CN108133700B (en) * 2017-12-20 2020-09-25 南京航空航天大学 Acoustic black hole vibration and noise reduction device
CN110804951A (en) * 2019-11-14 2020-02-18 广州市第二市政工程有限公司 Construction method for side wall of arch bridge

Similar Documents

Publication Publication Date Title
CN105926936A (en) Fabricated section-adjustable formwork system for square stiff pillars and construction method of fabricated section-adjustable formwork system
CN101824908A (en) Shear wall large template and shear wall large template system
CN204040464U (en) A kind of slab form supporting construction
CN207004146U (en) A kind of bracing means for high voltage power transmission angle steel tower principal post angle steel
CN112982779A (en) Construction method for floor construction by adopting detachable wood formwork steel bar truss floor support plate
CN110043017A (en) I-steel reinforcing beam overhanging scaffold
CN205116705U (en) To wall form system of tectorial membrane multiply wood not damaged in manufacturing process
CN203271096U (en) Operating platform
CN211647306U (en) Floor carrier plate bearing structure with adjustable steel construction large-span
CN205574622U (en) Support is stacked to alley formula reinforcing bar
CN202047580U (en) Bolt pin type wall connecting piece for scaffold
CN103882968B (en) Industrialization assembled is many, high-rise steel structure channel-section steel self reset curvature-prevention central supported system
CN204357448U (en) A kind of tunnel lining deformation joint red copper waterstop end head formwork consolidation process device
CN204139631U (en) The guard rail of building site fast demountable
CN204024088U (en) The fast-positioning device of workshop steel column sectional lifting docking
CN201635386U (en) Large shear wall template and large shear wall template system
CN102031869A (en) Horizontal template steel structure bracket
CN205677237U (en) Square stiffened column assembled variable area template system
CN203403576U (en) Assembly-type parking lot floor plate of full steel structure
CN209923940U (en) Foundation excavation collapse prevention supporting structure is built in room
CN110056187B (en) Building structure of steel combined template
CN212743307U (en) Steel construction work platform of assembled
CN204983722U (en) Steel structural member consolidates interim spelling positioner
CN204112548U (en) A kind of integrated form flooring module
CN203160251U (en) Connecting device for joints of steel and wood templates

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: 20160330

Termination date: 20181111

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