CN204626950U - A kind of wall form device - Google Patents

A kind of wall form device Download PDF

Info

Publication number
CN204626950U
CN204626950U CN201420868117.7U CN201420868117U CN204626950U CN 204626950 U CN204626950 U CN 204626950U CN 201420868117 U CN201420868117 U CN 201420868117U CN 204626950 U CN204626950 U CN 204626950U
Authority
CN
China
Prior art keywords
stupefied
wall form
side plate
plate
horizontal
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
CN201420868117.7U
Other languages
Chinese (zh)
Inventor
房桂芹
郭克光
张�荣
张云松
张凤伟
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.)
Shandong Three Arrow Assets Investment Management Co Ltd
SHANDONG SANJIAN CONSTRUCTION ENGINEERING Co Ltd
Original Assignee
Shandong Three Arrow Assets Investment Management Co Ltd
SHANDONG SANJIAN CONSTRUCTION ENGINEERING 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 Shandong Three Arrow Assets Investment Management Co Ltd, SHANDONG SANJIAN CONSTRUCTION ENGINEERING Co Ltd filed Critical Shandong Three Arrow Assets Investment Management Co Ltd
Priority to CN201420868117.7U priority Critical patent/CN204626950U/en
Application granted granted Critical
Publication of CN204626950U publication Critical patent/CN204626950U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model relates to a kind of wall form device, comprises outboard template, and outboard template comprises two ends plate and intermediate plate, and two ends plate comprises left side plate and right side plate; Intermediate plate is arranged between left side plate and right side plate, between intermediate plate and left side plate, between intermediate plate and right side plate, and all fits by arranging ribbet between adjacent intermediate plate; Intermediate plate comprises steel plate, and the horizontal stroke that steel plate is provided with intersection is stupefied and perpendicular stupefied, and the position of horizontal stupefied and perpendicular stupefied intersection arranges inner nut, with combined with screw rod; Left side plate and right side plate are also respectively equipped with joint steel pipe in end; The top of intermediate plate, left side plate and right side plate is equipped with suspension hook.Its to solve in prior art existing structure function single, be difficult to remove, cannot reuse, and easily to damage, affect the problem of construction quality and safety, improve the efficiency effect and security and stability of constructing, meet the requirement of actual building operations.

Description

A kind of wall form device
Technical field
The utility model belongs to building attachment technique field, relates to a kind of plate device, particularly relates to a kind of for the wall form device in the two body of wall slit of building.
Background technology
Building can produce distortion under extraneous factor impact, such as due to variations in temperature, or uneven settlement of foundation, or the impact of the factor such as earthquake, building is all easily caused to deform or destroy, so usually all prior when designing, house being divided into several independent sectors, making each several part can the change of independence and freedom like this, this preset slot vertically separated by building be just called deformation joint.At present in building construction process, the construction of deformation joint is a very important link, comprise foundation structure, wall body structure, and the construction of floor ground deformation joint, it, because many-sided factor impact such as construction material, construction technology, once slightly neglect, will cause waste of material, produce quality problems, for serious hidden danger is buried in construction work simultaneously.And especially in the construction of shear wall structure, between the body of wall of deformation joint both sides, gap is narrow and small, construction simultaneously gaps and is difficult to cleaning, constructing body of wall after separately during construction cannot manual operation near deformation joint one side template, in existing one-sided erection method, often bolt connects difficulty, template is fixing difficulty behind, causes various hidden danger of quality, have impact on efficiency of construction and the mass effect of agent structure.Usually the ordinary steel adopted in prior art or plank template, mold method conveniently, exist structure function single, be difficult to remove, recycling rate of waterused is low, work efficiency is low and easily damage, and affects the problem of construction quality and safety.
The patent No. is " 201320737593.0 ", Authorization Notice No. is " CN203603457U ", and the Chinese utility model patent that name is called " deformation joint steel moulding plate and deformation slit formwork assembly ", discloses a kind of deformation joint steel moulding plate, comprise exterior wall steel form body, lateral keel and longitudinal keel; Longitudinal keel are vertically arranged along the external surface of described exterior wall steel form body, longitudinal keel are the first angle steel, first side of the first angle steel is closely set in the external surface of described exterior wall steel form body, and the second lateral vertical of the first angle steel is arranged in the external surface of exterior wall steel form body; Lateral keel is arranged perpendicular to longitudinal keel, lateral keel is two the second angle steel compositions be arranged in parallel, first side of the second angle steel is arranged on the first side of the first angle steel, and the second side of the second angle steel is arranged with the second lateral vertical clamping of the first angle steel on the external surface of described exterior wall steel form body; Second side of two the second angle steel be arranged in parallel back to setting and between be provided with the first gap, the first gap is welded the first nut.Although this deformation joint steel moulding plate may be used for the construction of deformation joint template, its same existence is difficult to remove, cannot reuse, and easily damages, and affects the problem of construction quality and safety, thus affects integrally-built efficiency of construction and effect.
The patent No. is " 201220501429.5 ", Authorization Notice No. is " CN202831624U ", name is called the Chinese utility model patent of " shear force wall deformation slit formwork ", disclose a kind of shear force wall deformation slit formwork, this template comprises support frame, panel, support frame are made up of frame and the perpendicular rib be distributed in frame, and the upper surface of support frame has panel, soffit has the cross rib vertical with perpendicular rib.Although this shear force wall deformation slit formwork may be used for the construction of deformation joint template, but its exist equally structure function single, be difficult to remove, cannot reuse, and easily damage, affect the problem of construction quality and safety, thus affect integrally-built efficiency of construction and effect.
On the whole, more existing plate device in the two deformation of wall seam of building, structure function existing for the structure of many employings simple function is single, be difficult to remove, recycling rate of waterused is low, work efficiency is low and easily damage, affect the problem of construction quality and safety, thus affect integrally-built efficiency of construction and effect.For this reason, need a kind of wall form device that can solve above-mentioned technical problem in prior art, improve efficiency effect and the security and stability of construction, meet the requirement of actual building operations.
Utility model content
The purpose of this utility model is, a kind of wall form device is provided, with to solve in prior art existing structure function single, be difficult to remove, recycling rate of waterused is low, work efficiency is low, and easily damage, affect the problem of construction quality and safety, improve efficiency effect and the security and stability of construction, meet the requirement of actual building operations.
For achieving the above object, the utility model provides a kind of wall form device, comprises outboard template, and outboard template comprises two ends plate and intermediate plate, and two ends plate comprises left side plate and right side plate; Intermediate plate is arranged between left side plate and right side plate, between intermediate plate and left side plate, between intermediate plate and right side plate, and all fits by arranging ribbet between adjacent intermediate plate; Intermediate plate comprises steel plate, and the horizontal stroke that steel plate is provided with intersection is stupefied and perpendicular stupefied, and the position of horizontal stupefied and perpendicular stupefied intersection arranges inner nut, with combined with screw rod; Left side plate and right side plate are also respectively equipped with joint steel pipe in end; The top of intermediate plate, left side plate and right side plate is equipped with suspension hook.
In above scheme preferably, suspension hook is set to inverted U.
In above either a program preferably, horizontal be stupefiedly provided with two holes corresponding with the position of the openend of the suspension hook of inverted U, the openend of the suspension hook of inverted U, by stretching in the hole of the stupefied upper setting of horizontal stroke, is connected to a fixed with horizontal stroke is stupefied.
In above either a program preferably, suspension hook is arranged on the horizontal stupefied and perpendicular stupefied position intersected.
In above either a program preferably, horizontal stupefied on two holes be separately positioned on the stupefied perpendicular stupefied both sides intersected with horizontal stroke.
In above either a program preferably, horizontal stupefied and perpendicular stupefied quantity is respectively at least two.
In above either a program preferably, the horizontal stupefied and perpendicular stupefied setting that is evenly equally spaced respectively.
In above either a program preferably, suspension hook be arranged on the horizontal stroke on top of left side plate and/or right side plate and/or intermediate plate stupefied on.
In above either a program preferably, on left side plate and/or right side plate and/or intermediate plate first horizontal stroke from top to bottom stupefied stupefied with second horizontal stroke on be equipped with two holes corresponding with the position of the openend of the suspension hook of inverted U, first horizontal stroke Kong Zhongyu horizontal stroke that is stupefied and second stupefied upper setting of horizontal stroke is stupefied to be connected to a fixed by stretching into for the openend of the suspension hook of inverted U.
In above either a program preferably, outboard template is connected with inner side template.
In above either a program preferably, the side of left side plate and/or right side plate is connected with joint steel pipe.
In above either a program preferably, inner side template is provided with supporting steel pipe.
In above either a program preferably, the supporting steel pipe of joint steel pipe and inner side template is connected and fixed.
In above either a program preferably, the diameter of joint steel pipe and supporting steel pipe is φ 48.3mm.
In above either a program preferably, the wall thickness of joint steel pipe and supporting steel pipe is 3.6mm.
In above either a program preferably, the length of joint steel pipe and supporting steel pipe is 200mm.
In above either a program preferably, the thickness of steel plate is 4mm.
In above either a program preferably, horizontal stupefied employing square steel.
In above either a program preferably, horizontal stupefied sectional dimension is 50 mm × 50mm.
In above either a program preferably, horizontal stupefied length is 3000mm.
In above either a program preferably, perpendicular stupefied employing square steel.
In above either a program preferably, perpendicular stupefied sectional dimension is 50 mm × 50mm.
In above either a program preferably, perpendicular stupefied length is 4000mm.
In above either a program preferably, the diameter of inner nut is φ 14mm, and length is 60mm.
In above either a program preferably, suspension hook adopts round steel.
In above either a program preferably, suspension hook is of a size of φ 16mm.
Compared with prior art, the utility model has the following advantages:
The utility model provides a kind of wall form device, it is by poured concrete wall formwork reinforcement system after formation deformation joint, can be used in deformation joint concrete wall template to reinforce, its template-setup is uniform horizontal stupefied and perpendicular stupefied, ensure that rigidity when formwork hoisting and construction, add turnover access times; Stupefied and the perpendicular stupefied place of horizontal stroke of its template arranges the long 60mm of inner nut, and it is achieved by screw rod and is connected with the firm of the inner side template of routine; The each plate junction of template arranges ribbet and fits, and ensure that plate seam is tight, thus ensures concrete structure construction quality; Its plate one end, end evenly arranges stupefied corresponding short steel pipes horizontal in template, achieves and is connected with the reliable of inner side common templates; It can to solve in prior art existing structure function single, be difficult to remove, reuse low, work efficiency is low, and easily damage, affect the problem of construction quality and safety, its practical function is efficient, facilitate assembling and disassembling, recycling rate of waterused is high, can improve efficiency effect and the security and stability of construction, reduce the cost of construction, thus meet the requirement of actual building operations.
Accompanying drawing explanation
Fig. 1 is the composed structure schematic diagram of the outboard template of poured concrete wall after the deformation joint of an embodiment of wall form device of the present utility model;
Fig. 2 is the left side plate of embodiment according to the wall form device of the present utility model shown in Fig. 1 and the facade structures schematic diagram of right side plate;
Fig. 3 is the facade structures schematic diagram of the intermediate plate of embodiment according to the wall form device of the present utility model shown in Fig. 1;
Fig. 4 is the close-up schematic view according to the stupefied and perpendicular stupefied intersection junction of the horizontal stroke of the embodiment of the wall form device of the present utility model shown in Fig. 1;
Fig. 5 is the cross-sectional view of the plate seam docking according to the embodiment of the wall form device of the present utility model shown in Fig. 1.
In figure, 1 is left side plate, and 2 is intermediate plate, and 3 is right side plate, and 4 is steel plate, and 5 is horizontal stupefied, and 6 for perpendicular stupefied, and 7 is inner nut, and 8 is suspension hook, and 9 is joint steel pipe, and 10 is supporting steel pipe, and 11 is ribbet.
Detailed description of the invention
In order to understand the utility model better, below in conjunction with specific embodiment, the utility model is explained in detail.But, obviously can carry out different modification and remodeling to the utility model and not exceed the wider spirit and scope of the utility model of appended claims.Therefore, following examples have exemplary and hard-core implication.
Embodiment 1:
A kind of wall form device, comprise outboard template, outboard template comprises two ends plate and intermediate plate, and two ends plate comprises left side plate 1 and right side plate 3; Intermediate plate 2 is arranged between left side plate 1 and right side plate 3, between intermediate plate 2 and left side plate 1, between intermediate plate 2 and right side plate 3, and all fits by arranging ribbet 11 between adjacent intermediate plate 2; Intermediate plate comprises steel plate 4, and steel plate 4 is provided with the horizontal stroke stupefied 5 and perpendicular stupefied 6 of intersection, and horizontal stupefied 5 arrange inner nut 7, with combined with screw rod with perpendicular stupefied 6 positions intersected; Left side plate 1 and right side plate 3 are also respectively equipped with joint steel pipe 9 in end; The top of intermediate plate 2, left side plate 1 and right side plate 3 is equipped with suspension hook 8.
Embodiment 2:
A kind of wall form device, similar to embodiment 1, difference is, suspension hook 8 is set to inverted U.
Embodiment 3:
A kind of wall form device, similar to embodiment 2, difference is, horizontal stroke stupefied 5 is provided with two holes corresponding with the position of the openend of the suspension hook 8 of inverted U, the openend of the suspension hook 8 of inverted U, by stretching in the hole of setting on horizontal stupefied 5, is connected to a fixed with horizontal stroke stupefied 5.
Embodiment 4:
A kind of wall form device, similar to embodiment 3, difference is, suspension hook 8 is arranged on horizontal stroke stupefied 5 and perpendicular stupefied 6 positions intersected.
Embodiment 5:
A kind of wall form device, similar to embodiment 4, difference is, two holes on horizontal stupefied 5 to be separately positioned on horizontal stroke stupefied 5 intersect perpendicular stupefied 6 both sides.
Embodiment 6:
A kind of wall form device, similar to embodiment 5, difference is, the quantity of horizontal stupefied 5 and perpendicular stupefied 6 is respectively at least two.
Embodiment 7:
A kind of wall form device, similar to embodiment 6, difference is, horizontal stupefied 5 and perpendicular stupefied 6 are evenly equally spaced setting respectively.
Embodiment 8:
A kind of wall form device, similar to embodiment 7, difference is, suspension hook 8 is arranged on the horizontal stroke stupefied 5 on the top of left side plate 1 and right side plate 3 and intermediate plate 2.
Embodiment 9:
A kind of wall form device, similar to embodiment 8, difference is, left side plate 1 and right side plate 3 and first horizontal stroke stupefied 5 from top to bottom on intermediate plate 2 with second horizontal stroke stupefied 5 is equipped with two holes corresponding with the position of the openend of the suspension hook 8 of inverted U, the openend of the suspension hook 8 of inverted U is connected to a fixed by stretching into the Kong Zhongyu horizontal stroke stupefied 5 that first horizontal stroke stupefied 5 and second horizontal stroke stupefied 5 are arranged.
Embodiment 10:
A kind of wall form device, similar to embodiment 9, difference is, outboard template is connected with inner side template.
Embodiment 11:
A kind of wall form device, similar to embodiment 10, difference is, the side of left side plate 1 and right side plate 3 is connected with joint steel pipe 9.
Embodiment 12:
A kind of wall form device, similar to embodiment 11, difference is, inner side template is provided with supporting steel pipe 10.
Embodiment 13:
A kind of wall form device, similar to embodiment 12, difference is, joint steel pipe 9 is connected and fixed with the supporting steel pipe 10 of inner side template.
Embodiment 14:
A kind of wall form device, similar to embodiment 13, difference is, the diameter of joint steel pipe 9 and supporting steel pipe 10 is φ 48.3mm.
Embodiment 15:
A kind of wall form device, similar to embodiment 14, difference is, the wall thickness of joint steel pipe 9 and supporting steel pipe 10 is 3.6mm.
Embodiment 16:
A kind of wall form device, similar to embodiment 15, difference is, the length of joint steel pipe 9 and supporting steel pipe 10 is 200mm.
Embodiment 17:
A kind of wall form device, similar to embodiment 16, difference is, the thickness of steel plate 4 is 4mm.
Embodiment 18:
A kind of wall form device, similar to embodiment 17, difference is, horizontal stupefied 5 adopt square steel.
Embodiment 19:
A kind of wall form device, similar to embodiment 18, difference is, the sectional dimension of horizontal stupefied 5 is 50 mm × 50mm.
Embodiment 20:
A kind of wall form device, similar to embodiment 19, difference is, the length of horizontal stupefied 5 is 3000mm.
Embodiment 21:
A kind of wall form device, similar to embodiment 20, difference is, perpendicular stupefied 6 adopt square steel.
Embodiment 22:
A kind of wall form device, similar to embodiment 21, difference is, the sectional dimension of perpendicular stupefied 6 is 50 mm × 50mm.
Embodiment 23:
A kind of wall form device, similar to embodiment 22, difference is, the length of perpendicular stupefied 6 is 4000mm.
Embodiment 24:
A kind of wall form device, similar to embodiment 23, difference is, the diameter of inner nut 7 is φ 14mm, and length is 60mm.
Embodiment 25:
A kind of wall form device, similar to embodiment 24, difference is, suspension hook 8 adopts round steel.
Embodiment 26:
A kind of wall form device, similar to embodiment 25, difference is, suspension hook 8 is of a size of φ 16mm.
Wall form device of the present utility model, it, by poured concrete wall formwork reinforcement system after formation deformation joint, can be used in deformation joint concrete wall template and reinforces; The inner side template of its deformation joint can adopt common formwork way, as adopted bamboo (wood) offset plate and steel tube fastener system, its outboard template can adopt the steel template system of processing sizing, on the left of it, the side of plate 1 and right side plate 3 and intermediate plate 2 is by arranging joint steel pipe 9, be connected with the supporting steel pipe 10 in inner side template for end and reinforce, the length of left side plate 1 and right side plate 3 and intermediate plate 2 can be determined according to the length of hanging device ability and body of wall; It can to solve in prior art existing structure function single, be difficult to remove, recycling rate of waterused is low, work efficiency is low, and easily damage, affect the problem of construction quality and safety, its practical function is efficient, facilitate assembling and disassembling, recycling rate of waterused is high, can improve efficiency effect and the security and stability of construction, reduce the cost of construction, thus meet the requirement of actual building operations.

Claims (26)

1. a wall form device, comprises outboard template, it is characterized in that: outboard template comprises two ends plate and intermediate plate, and two ends plate comprises left side plate (1) and right side plate (3); Intermediate plate (2) is arranged between left side plate (1) and right side plate (3), between intermediate plate (2) and left side plate (1), between intermediate plate (2) and right side plate (3), and all fit by arranging ribbet (11) between adjacent intermediate plate (2); Intermediate plate comprises steel plate (4), and steel plate (4) is provided with the horizontal stroke stupefied (5) of intersection and perpendicular stupefied (6), and the position that horizontal stupefied (5) and perpendicular stupefied (6) intersect arranges inner nut (7), with combined with screw rod; Left side plate (1) and right side plate (3) are also respectively equipped with joint steel pipe (9) in end; The top of intermediate plate (2), left side plate (1) and right side plate (3) is equipped with suspension hook (8).
2. wall form device as claimed in claim 1, is characterized in that: suspension hook (8) is set to inverted U.
3. wall form device as claimed in claim 2, it is characterized in that: horizontal stupefied (5) are provided with two holes corresponding with the position of the openend of the suspension hook (8) of inverted U, the openend of the suspension hook (8) of inverted U, by stretching in horizontal stupefied (5) upper hole arranged, is connected to a fixed with horizontal stroke stupefied (5).
4. wall form device as claimed in claim 3, is characterized in that: suspension hook (8) is arranged on the position that horizontal stupefied (5) intersect with perpendicular stupefied (6).
5. wall form device as claimed in claim 4, is characterized in that: two holes on horizontal stupefied (5) are separately positioned on the both sides of perpendicular stupefied (6) that stupefied with horizontal stroke (5) intersect.
6. wall form device as claimed in claim 5, is characterized in that: the quantity of horizontal stupefied (5) and perpendicular stupefied (6) is respectively at least two.
7. wall form device as claimed in claim 6, is characterized in that: horizontal stupefied (5) and erect stupefied (6) and to be evenly equally spaced respectively setting.
8. wall form device as claimed in claim 7, is characterized in that: suspension hook (8) is arranged on the horizontal stroke stupefied (5) on the top of left side plate (1) and/or right side plate (3) and/or intermediate plate (2).
9. wall form device as claimed in claim 8, it is characterized in that: on left side plate (1) and/or right side plate (3) and/or intermediate plate (2) first horizontal stroke stupefied (5) from top to bottom with second horizontal stroke stupefied (5) is equipped with two holes corresponding with the position of the openend of the suspension hook (8) of inverted U, the openend of the suspension hook (8) of inverted U is by stretching into first horizontal stroke stupefied (5) and second upper Kong Zhongyu horizontal stroke stupefied (5) arranged of horizontal stroke stupefied (5) is connected to a fixed.
10. wall form device as claimed in claim 9, is characterized in that: outboard template is connected with inner side template.
11. wall form devices as claimed in claim 10, is characterized in that: the side of left side plate (1) and/or right side plate (3) is connected with joint steel pipe (9).
12. wall form devices as claimed in claim 11, is characterized in that: inner side template is provided with supporting steel pipe (10).
13. wall form devices as claimed in claim 12, is characterized in that: joint steel pipe (9) is connected and fixed with the supporting steel pipe (10) of inner side template.
14. wall form devices as claimed in claim 13, is characterized in that: the diameter of joint steel pipe (9) and supporting steel pipe (10) is φ 48.3mm.
15. wall form devices as claimed in claim 14, is characterized in that: the wall thickness of joint steel pipe (9) and supporting steel pipe (10) is 3.6mm.
16. wall form devices as claimed in claim 15, is characterized in that: the length of joint steel pipe (9) and supporting steel pipe (10) is 200mm.
17. wall form devices according to any one of claim 1-16, is characterized in that: the thickness of steel plate (4) is 4mm.
18. wall form devices as claimed in claim 17, is characterized in that: horizontal stupefied (5) adopt square steel.
19. wall form devices as claimed in claim 18, is characterized in that: the sectional dimension of horizontal stupefied (5) is 50mm × 50mm.
20. wall form devices as claimed in claim 19, is characterized in that: the length of horizontal stupefied (5) is 3000mm.
21. wall form devices as claimed in claim 20, is characterized in that: perpendicular stupefied (6) adopt square steel.
22. wall form devices as claimed in claim 21, is characterized in that: the sectional dimension of perpendicular stupefied (6) is 50 mm × 50mm.
23. wall form devices as claimed in claim 22, is characterized in that: the length of perpendicular stupefied (6) is 4000mm.
24. wall form devices as claimed in claim 23, is characterized in that: the diameter of inner nut (7) is φ 14mm, and length is 60mm.
25. wall form devices as claimed in claim 24, is characterized in that: suspension hook (8) adopts round steel.
26. wall form devices as claimed in claim 25, is characterized in that: suspension hook (8) is of a size of φ 16mm.
CN201420868117.7U 2014-12-31 2014-12-31 A kind of wall form device Expired - Fee Related CN204626950U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420868117.7U CN204626950U (en) 2014-12-31 2014-12-31 A kind of wall form device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420868117.7U CN204626950U (en) 2014-12-31 2014-12-31 A kind of wall form device

Publications (1)

Publication Number Publication Date
CN204626950U true CN204626950U (en) 2015-09-09

Family

ID=54045990

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420868117.7U Expired - Fee Related CN204626950U (en) 2014-12-31 2014-12-31 A kind of wall form device

Country Status (1)

Country Link
CN (1) CN204626950U (en)

Similar Documents

Publication Publication Date Title
CN104631512B (en) Hang modulus method after-pouring band beam-slab construction method
CN201635388U (en) Unilateral supporting formwork system for cast-in-place concrete arc outer wall
CN106150055B (en) The installation method of the flat hanging installment work rack of concrete embedded part essence and built-in fitting
CN104453224A (en) Formwork support structure of basement exterior wall and construction method of formwork support structure
CN204626966U (en) A kind of deformation joint formwork erection device
CN104895193B (en) Prefabricated outer wall panel connects box and connecting node
CN204418662U (en) A kind of building vertical structure typified form negative and positive angle bracing means
CN206957191U (en) A kind of deformed steel and irregular steel frame bamboo slab rubber gang form system
CN204626950U (en) A kind of wall form device
CN203034615U (en) Novel outer sleeve tube type connecting node of cold-bending rectangular steel tube column and H-shaped steel girder
CN203547123U (en) Supporting device for deformation joint template
CN212562474U (en) T-shaped wall reinforced concrete constructional column construction template
CN207944710U (en) The narrow expansion joint Split form reinforcement system of shear wall structure
CN101089329A (en) Assemblied polyvinyl chloride building engineering shuttering
CN109267750B (en) Adjustable turnover type kitchen and bathroom reversed ridge construction process and reversed ridge mold thereof
CN111535581A (en) Convenient and fast mounting and dismounting type combined prefabricated formwork applicable to building floor lowering position
CN204728474U (en) Precast wall panel connecting box
CN207813014U (en) It can turnover type multi-ribbed plate plastics putamina joint treatment device
CN111636678A (en) Manufacturing method of detachable toilet hanging mold supporting tool
CN206503365U (en) A kind of shear wall and filling wall junction aluminum alloy pattern plate erecting device
CN205713078U (en) A kind of outer wall of basement vertical post-cast strip side mold device
CN105239770B (en) Integrated casting steel framework plastic building template system
CN210947661U (en) Installation device of socket type overhanging scaffold
CN212984631U (en) Plate lowering hanging die
CN215055378U (en) Vertical structure design template reinforcing apparatus

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: 20150909

Termination date: 20171231

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