CN201460202U - Full-steel wall big template capable of matching - Google Patents

Full-steel wall big template capable of matching Download PDF

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Publication number
CN201460202U
CN201460202U CN2009201037686U CN200920103768U CN201460202U CN 201460202 U CN201460202 U CN 201460202U CN 2009201037686 U CN2009201037686 U CN 2009201037686U CN 200920103768 U CN200920103768 U CN 200920103768U CN 201460202 U CN201460202 U CN 201460202U
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CN
China
Prior art keywords
rib
template
cord
module unit
vertical
Prior art date
Application number
CN2009201037686U
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Chinese (zh)
Inventor
孙建风
李喜峰
张文豪
Original Assignee
石家庄市太行钢模板有限公司
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Priority to CN2009201037686U priority Critical patent/CN201460202U/en
Application granted granted Critical
Publication of CN201460202U publication Critical patent/CN201460202U/en

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Abstract

A full-steel wall big template capable of matching is provided with a plurality of standard unit templates, a plurality of rows of back ribs which are installed on a plurality of unit templates, and a plurality of back rib connecting components. Each unit template is provided with a panel, a lateral rib, an end rib, a transverse rib and a vertical rib. The vertical rib of each unit template is provided with a back rib connecting component on the crossed part between the vertical rib and each row of back ribs, and each back rib connecting component is used to fixedly connect the back ribs and the vertical rib through back rib installation holes on the vertical rib on the crossed part. The full-steel wall big template is characterized in that the lateral rib of each unit template is provided with a convex rib, when the number of the unit templates is two or more than two, the convex ribs on the lateral ribs of neighboring unit templates are contacted, namely, only the convex ribs on the lateral ribs are contacted on neighboring interfaces, and the vertical ribs of each unit template are square steel tubes. The contact area of neighboring templates is small when in matching, the matching slit is compact, the structure is simple, the manufacture is convenient, the sole weight is lighter, the full-steel wall big template can be flexibly matched, and thereby the full-steel wall big template can be turned over for use in a plurality of projects.

Description

But spelling all steel great wall template

Technical field

The utility model relates to a kind of building iron template, but particularly a kind of spelling all steel great wall template.

Background technology

At present, known body of wall all steel large form for building is 86 serial all steel large forms, and it is welded by panel, frame, brace rod etc.Its four edges frame is an outside planar, during assembly unit, because of adjacent frame contact area too big, be mingled with dirt such as mud easily and the slit occurs, can occur running the slurry phenomenon during fluid concrete, the brace rod of existing plane large form adopts channel-section steel more, totally heavier, waste material.Mounting or dismounting and carrying are very inconvenient, and the lifting difficulty is higher to job site tower crane tonnage demand.Template is by the engineering proposal design, and one wall mates an integral panels basically, and versatility is poor; After an engineering finished, template was transformed difficulty, and improvement expenses is big.Recycle and transform difficulty, expense height.CN2358150Y discloses a kind of pin-connected panel all steel large form, and the cross section of its frame is export-oriented grooved, and the cross section of perpendicular brace rod and horizontal brace rod is " ∩ " type groove structure; Movable stiffening girder is located by connecting by supporting connection external member and region of interest; During the assembly unit of template lateral widening, two vertical frames are located by connecting mutually by special-purpose assembly unit cover card.This its frame of pin-connected panel all steel large form is welded on the panel, and frame and positions of panels degree are difficult to guarantee during welding, influence result of use, because panel and frame are two parts, the processing technology complexity, operation is more, cost is higher, and its weight is big, the lifting difficulty.CN2885991Y discloses a kind of novel all steel pin-connected panel large form, be welded on and form the modularization plate on the panel by vertical edge frame, horizontal edge frame, perpendicular rib, cross rib, plate panel bilateral all is stretched over vertical edge frame, the about 3~8mm in the horizontal edge frame outside, and the modularization plate is connected by bolt by back cord pressing plate, back cord connector and forms the pin-connected panel large form on the horizontal back cord.Vertical edge frame and horizontal edge frame adopt the cold-strip steel of 16Mn to make, and the slotted hole of vertical punching out is as connecting hole; Perpendicular rib is the box structure that is formed on panel by U type slot welding, vertically towards slotted hole as installing hole; The leg-of-mutton reinforcement of welding angle between panel and vertical edge frame, horizontal edge frame.The panel of this large form contacts with panel, and planeness is difficult to guarantee, and is smooth in order to guarantee after the assembly unit, also need use special device.CN2518963Y discloses a kind of gang form, strengthen perpendicular rib by frame, cross rib, perpendicular rib, end and be combined into steel frame, the upper sheathing plate forms, its frame is rolling special sections, panel and steel frame are linked together by screw, frame and panel junction are step-like, are provided with the groove that cooperates anchor clamps at the scuncheon face.Bottom width is half of lateral surface of frame, and bottom width is identical with medial surface groove lower dimension, and frame anchor clamps groove cell wall is bucket shape.Cross rib and perpendicular rib are square steel pipe.These technology adjacent forms contact surface when how to make the light and assembly unit of great wall template own wt is wanted the little concrete guidance program that do not provide.

Summary of the invention

The purpose of this utility model is to overcome the deficiency of prior art, but a kind of spelling all steel great wall template is provided, and the adjacent forms contact surface is little during its assembly unit, piece is tight, and simple in structure, and is easy to make, own wt is lighter, assembly unit flexibly, thus multinomial engineering can be had enough to meet the need use.

For solving the problems of the technologies described above, the technical solution adopted in the utility model is as follows:

But a kind of spelling all steel great wall template, some module unit templates with standard, be installed in the number row back cord on these some module unit templates, a plurality of back cord coupling assemblings, every module unit template has panel, the limit rib, end rib, cross rib, vertical rib, the end rib of every module unit template, vertical rib equates with limit rib height, have the through-wall bolt hole on the panel of every module unit template, the connecting hole that has the modularization design on the end rib of every module unit template and the limit rib, have back cord installing hole and operating platform support connecting hole on the vertical rib of every module unit template, the vertical rib of every module unit template is equipped with an above-mentioned back cord coupling assembling at the infall of itself and every row's back cord, each back cord coupling assembling is fixedlyed connected the vertical rib of back cord and this by the back cord installing hole on the vertical rib of described infall, when the quantity of unit template is that two or two are when above, adjacent unit template links together by the connecting hole on its limit rib with securing member, its technical scheme is to have protruding stupefied (on the panel of every module unit template and limit rib and the limit rib protruding stupefied be rolling global formation once) on the limit rib of described every module unit template, when the quantity of unit template is two or two when above, protruding stupefied the contacting on its limit rib of adjacent unit template (being that adjacent interfaces has only protruding stupefied the contacting on the rib of limit); The vertical rib of described every module unit template is a square steel pipe.

Unit of the present utility model template specification standardization, modularization, spelling becomes the great wall template of random length and height as required, and versatility, interchangeability are good, can a plurality of engineerings turnovers use.Simultaneously, protruding stupefied contacting (adjacent interfaces has only protruding stupefied the contacting on the rib of the limit) contact surface during assembly unit on adjacent its limit rib of unit template is very little, and piece is tight, does not run slurry when beating concrete.Moreover the vertical rib of described every module unit template is square steel pipe, makes that the great wall template overall weight is light, under the situation of no crane gear, can manually install and remove, and assembly unit is flexible.Also have, protruding stupefied on the panel of every module unit template and limit rib and the limit rib is rolling global formation once, and it is simple and reasonable, and the precision height is easy to make, and the production efficiency height greatly reduces cost of production.

Description of drawings

Fig. 1 is a front view of the present utility model.

Fig. 2 is a left view of the present utility model.

Fig. 3 is a vertical view of the present utility model.

Fig. 4 is a rear elevation of the present utility model

Fig. 5 is the front view of a module unit template in the utility model.

Fig. 6 is the left view of a module unit template in the utility model.

Fig. 7 is the vertical view of a module unit template in the utility model.

Fig. 8 is the partial enlarged drawing of II among Fig. 6.

Fig. 9 is the partial enlarged drawing of III among Fig. 7.

Figure 10 indulges the A of rib to view among Fig. 5

Figure 11 is the partial enlarged drawing of I among Fig. 1.

Figure 12 is the structural representation of back cord coupling assembling in the utility model.

Figure 13 is the structural representation of unit template assembly adjacent in the utility model.

The specific embodiment

With high 2.85 meters, wide 0.6 meter, 1.2 rice, 0.6 it is that 2.4 meters great wall template is an example that three module unit templates of rice laterally are assembled into length overall. as Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5, Fig. 6, Fig. 7, Fig. 8, Fig. 9, Figure 10, Figure 11, Figure 12, shown in Figure 13, (55 formula) of the present utility model great wall template length overall is 2.4 meters, it has wide 0.6 meter unit template 1, wide 1.2 meters unit template 2, wide 0.6 meter unit template 3, be installed in the number row back cord 4 on this three module units template, the through-wall bolt assembly of not drawing among a plurality of back cord coupling assemblings 9 and the figure, supporting leg and corresponding supporting connector. described every module unit template width is pressed the modulus design, can be assembled into the great wall template of any width flexibly according to requirement of engineering. every module unit template has panel 12, limit rib 8, end rib 14, cross rib 5, vertical rib 6, the cross rib of every module unit template, end rib, vertical rib is fixed on the panel, with limit rib height consistent (equating). have through-wall bolt hole 7 on the panel 12 of every module unit template, the connecting hole that has the modularization design on the end rib of every module unit template and the limit rib, connecting hole on the end rib of every module unit template is a mark 15, connecting hole on the limit rib of every module unit template is a mark 13, connecting hole 13 on the limit rib of every module unit template is slotted hole. the connecting hole 15 on the end rib of every module unit template is slotted hole or circular hole. have back cord installing hole 17 and operating platform support connecting hole 10 on the vertical rib 6 of every module unit template, the position in the through-wall bolt hole 7 on the position of the back cord installing hole 17 on the vertical rib and the panel is corresponding. and present embodiment has four and arranges back cords 4, every row's back cord length overall is 2.4 meters. every row's back cord is made of the junction plate of two channel-section steels 41 and fixedly connected these two channel-section steels, two channel-section steels and described junction plate are symmetrical structure. and the vertical rib 6 of every module unit template is equipped with an above-mentioned back cord coupling assembling 9 at the infall of itself and every row's back cord, each back cord coupling assembling 9 has the backing plate 93 of band centre bore, first bolt 94, supporting nut 95, U-shaped arm-tie 96, second bolt 92, nut 91.U shape arm-tie 96 its tops have centre bore, two sidewall all has bolt connecting hole. each back cord coupling assembling 9 by the back cord installing hole 17 on the vertical rib of described infall with back cord 4 and should vertical rib 6 fixedly connected (being located by connecting), its concrete syndeton is, described vertical rib 6 is between two sidewalls of U-shaped arm-tie 96, second bolt 92 passes bolt connecting hole on two sidewalls of U-shaped arm-tie and the back cord installing hole 17 on the vertical rib simultaneously, its external part is by nut 91 lockings. and U-shaped arm-tie 96 is by second bolt 92 like this, (promptly two channel-section steel 41 between) inserted in the intermediate gap of back cord 4 at the link together top of .U shape arm-tie 96 of nut 91 and described vertical rib 6, backing plate 93 be placed on back cord 4 above, the centre bore that first bolt 94 passes backing plate 93 and U-shaped arm-tie 96 tops is screwed in the supporting nut 95, tighting a bolt 94 can be fastening with back cord 4 and large form. when the quantity of unit template is that two or two are when above, adjacent unit template links together by the connecting hole 13 on its limit rib with securing member, securing member is limit rib connecting bolt 11 and the nut that is threaded with it. and supporting leg is fixed on the back cord with corresponding supporting connector and (does not draw among the figure). and the end rib of every module unit template and cross rib are that steel plate is made. have protruding stupefied 16 on the limit rib 8 of described every module unit template, protruding stupefied on the panel of every module unit template and limit rib and the limit rib is rolling global formation once. and when the quantity of unit template is two or two when above, protruding stupefied 16 on its limit rib of adjacent unit template contacts (being that adjacent interfaces has only protruding stupefied the contacting on the rib of limit). and the vertical rib 6 of described every module unit template is square steel pipe.

During the horizontal assembly unit of unit of the present utility model template, earlier protruding stupefied 16 on adjacent its limit rib of two module unit templates is close together, both sides alignment up and down, make the connecting hole 13 on its limit rib corresponding mutually, then limit rib connecting bolt 11 is passed the connecting hole 13 on the rib of limit, fastening nut can be anchored on one with two module unit templates.During back cord 4 assemblings, earlier U-shaped arm-tie 96 is enclosed within on the vertical rib 6 of unit template, make bolt connecting hole and the back cord installing hole 17 on the vertical rib on two sidewalls of U-shaped arm-tie corresponding, second bolt 92 is passed U-shaped arm-tie 96, vertical rib 6, fastening nut 91 tightens together U-shaped arm-tie 96 and vertical rib 6.The top of U-shaped arm-tie 96 is upwards inserted in the intermediate gap of back cord 4, put backing plate 93 well, penetrate first bolt 94 and be screwed in the supporting nut 95, thereby the vertical rib 6 of tension is upwards simultaneously strained backing plate 93 downwards, locking back cord 4.Dismounting is undertaken by reversed sequence with assembling.

Claims (1)

1. but spelling all steel great wall template, some module unit templates with standard, be installed in the number row back cord on these some module unit templates, a plurality of back cord coupling assemblings, every module unit template has panel, the limit rib, end rib, cross rib, vertical rib, the end rib of every module unit template, vertical rib equates with limit rib height, have the through-wall bolt hole on the panel of every module unit template, the connecting hole that has the modularization design on the end rib of every module unit template and the limit rib, have back cord installing hole and operating platform support connecting hole on the vertical rib of every module unit template, the vertical rib of every module unit template is equipped with an above-mentioned back cord coupling assembling at the infall of itself and every row's back cord, each back cord coupling assembling is fixedlyed connected the vertical rib of back cord and this by the back cord installing hole on the vertical rib of described infall, when the quantity of unit template is that two or two are when above, adjacent unit template links together by the connecting hole on its limit rib with securing member, it is characterized in that having protruding stupefied (16) on the limit rib (8) of described every module unit template, when the quantity of unit template is two or two when above, protruding stupefied (16) on its limit rib of adjacent unit template contact; The vertical rib (6) of described every module unit template is a square steel pipe.
CN2009201037686U 2009-07-20 2009-07-20 Full-steel wall big template capable of matching CN201460202U (en)

Priority Applications (1)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102116080A (en) * 2010-12-20 2011-07-06 吴方伯 Beam and slab integrally casted building template
CN102116082A (en) * 2010-12-21 2011-07-06 吴方伯 Moulding board for building purposes
CN102121308A (en) * 2010-12-20 2011-07-13 吴方伯 Template for buildings
CN102828612A (en) * 2011-06-17 2012-12-19 深圳汇林达科技有限公司 Building template system and construction method for fast assembling and locating templates
CN103343618A (en) * 2013-07-25 2013-10-09 上海建工四建集团有限公司 Large steel molding plate used for construction of double-layer reinforced concrete sliding wall cavity

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102116080A (en) * 2010-12-20 2011-07-06 吴方伯 Beam and slab integrally casted building template
CN102121308A (en) * 2010-12-20 2011-07-13 吴方伯 Template for buildings
CN102116080B (en) * 2010-12-20 2013-04-17 吴方伯 Beam and slab integrally casted building template
CN102116082A (en) * 2010-12-21 2011-07-06 吴方伯 Moulding board for building purposes
CN102116082B (en) * 2010-12-21 2012-07-04 吴方伯 Moulding board for building purposes
CN102828612A (en) * 2011-06-17 2012-12-19 深圳汇林达科技有限公司 Building template system and construction method for fast assembling and locating templates
CN102828612B (en) * 2011-06-17 2015-06-24 深圳汇林达科技有限公司 Building template system and construction method for fast assembling and locating templates
CN103343618A (en) * 2013-07-25 2013-10-09 上海建工四建集团有限公司 Large steel molding plate used for construction of double-layer reinforced concrete sliding wall cavity
CN103343618B (en) * 2013-07-25 2016-02-24 上海建工四建集团有限公司 For the large steel moulding plate of double layer reinforced concrete board wall cavity construction

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

Granted publication date: 20100512

Termination date: 20100720

C17 Cessation of patent right