CN207131072U - A kind of super thick shear wall corner template reinforcing device - Google Patents
A kind of super thick shear wall corner template reinforcing device Download PDFInfo
- Publication number
- CN207131072U CN207131072U CN201720815243.XU CN201720815243U CN207131072U CN 207131072 U CN207131072 U CN 207131072U CN 201720815243 U CN201720815243 U CN 201720815243U CN 207131072 U CN207131072 U CN 207131072U
- Authority
- CN
- China
- Prior art keywords
- nut
- super thick
- shear force
- concrete shear
- force wall
- 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.)
- Active
Links
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 7
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 66
- 239000010959 steel Substances 0.000 claims abstract description 66
- 230000007306 turnover Effects 0.000 claims description 2
- 230000001112 coagulating effect Effects 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 5
- 230000002787 reinforcement Effects 0.000 abstract description 5
- 238000009435 building construction Methods 0.000 abstract description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000008602 contraction Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Abstract
It the utility model is related to the realm of building construction, specifically a kind of super thick shear wall corner template reinforcing device, the both sides and corner that regularization angle steel can be had enough to meet the need are respectively arranged with circular hole, described having enough to meet the need is fixedly connected between regularization angle steel and the template on the outside of super thick concrete shear force wall by nut and nut, it is stupefied that the outside of template on the outside of described super thick concrete shear force wall is provided with horizontal steel tube master, and it is stupefied that several vertical square steel time are evenly arranged between the stupefied template with the outside of super thick concrete shear force wall of horizontal steel tube master, by the both ends of several first Screw arbor with nut at both-ends and several first Screw arbor with nut at both-ends to drawing nut to be fixedly connected between the stupefied concrete shear force wall with super thick of described horizontal steel tube master.It can have enough to meet the need regularization angle steel by being each provided with one piece at the negative and positive angle of super thick concrete shear force wall, and be fixed by nut and nut, can play good reinforcement effect.
Description
Technical field
Technical field of building construction is the utility model is related to, specifically a kind of super thick shear wall corner formwork reinforcement dress
Put.
Background technology
At present, formwork-strengthening system has been widely used in architectural engineering, especially in beam, post and shear wall
During construction, it is often necessary to set up template, then reinforcement measure is taken to template.The reinforcing that tradition uses to shear wall corner template
Device is vertical through walls to drawing by screw rod, the screw rod being exposed at outside shear wall is sliced off after form removal, the method need to be in shear wall mould
Drilled on plate, construction is complicated, and need to expend a large amount of screw rods, can not be reinforced using Screw arbor with nut at both-ends, easily causes quick-fried mould and swollen
The problem of mould.
Utility model content
For above-mentioned weak point of the prior art, the utility model aims to provide a kind of super thick shear wall corner mould
Plate bracing means.
In order to solve the above technical problems, a kind of super thick shear wall corner template reinforcing device of the present utility model, it is wrapped
Include super thick concrete shear force wall, can have enough to meet the need that regularization angle steel, circular hole, template, nut, nut, horizontal steel tube master be stupefied, vertical square steel
Secondary stupefied, the first Screw arbor with nut at both-ends, to draw nut, vertical steel pipe, the second Screw arbor with nut at both-ends, mountain type card, described super thick concrete shear
One piece is each provided with the negative and positive angle of wall can have enough to meet the need regularization angle steel, and can have enough to meet the need both sides and the corner difference of regularization angle steel
Circular hole is provided with, by nut and spiral shell between the described template having enough to meet the need on the outside of regularization angle steel and super thick concrete shear force wall
Cap is fixedly connected, and it is stupefied that the outside of the template on the outside of described super thick concrete shear force wall is provided with horizontal steel tube master, and horizontal steel
Stupefied, the described horizontal steel of several vertical square steel time is evenly arranged between the stupefied template with the outside of super thick concrete shear force wall of pipe master
Pass through several first Screw arbor with nut at both-ends and pair at the both ends of several first Screw arbor with nut at both-ends between the stupefied concrete shear force wall with super thick of pipe master
Draw nut to be fixedly connected, vertical steel pipe be installed at described super thick concrete shear force wall inside corner, and vertical steel pipe with can
Pass through the second Screw arbor with nut at both-ends and the mountain type at the second Screw arbor with nut at both-ends both ends between turnover regularization angle steel and super thick concrete shear force wall
Card is fixedly connected.
Preferably, the described specification for having enough to meet the need regularization angle steel is 300*300*200mm, regularization angle steel can be had enough to meet the need
The circular hole on both sides is arranged at the side 100mm of angle steel two.
The beneficial effects of the utility model：It is reasonable in design, and installation is simple, easy to use, by super thick coagulation
One piece is each provided with the negative and positive angle of native shear wall can have enough to meet the need regularization angle steel, and is fixed by nut and nut, can be with
Good reinforcement effect is played, by setting horizontal steel tube and vertical steel respectively in the outside of super thick concrete shear force wall and inner side
Pipe, and be fixed by Screw arbor with nut at both-ends, the effect of contraction to super thick concrete shear wall form can be strengthened, avoided the occurrence of quick-fried
The phenomenon of mould and swollen mould, it ensure that and thicken concrete formation quality.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the structural representation that regularization angle steel can be had enough to meet the need in the utility model.
1- super thick concrete shear force walls；2- can have enough to meet the need regularization angle steel；3- circular holes；4- templates；5- nuts；6- nuts；7-
Horizontal steel tube master is stupefied；8- vertical square steel time is stupefied；The Screw arbor with nut at both-ends of 9- first；10- is to drawing nut；11- vertical steel pipes；12- second is right
Draw screw rod；13- mountains type card.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describe.
Such as Fig. 1, shown in Fig. 2, a kind of super thick shear wall corner template reinforcing device of the present utility model, it includes super thick
Concrete shear force wall 1, it can have enough to meet the need that regularization angle steel 2, circular hole 3, template 4, nut 5, nut 6, horizontal steel tube master be stupefied 7, vertical side
Steel time the stupefied 8, first Screw arbor with nut at both-ends 9, to drawing nut 10, vertical steel pipe 11, the second Screw arbor with nut at both-ends 12, mountain type card 13, described is super
One piece is each provided with the negative and positive angle of thick concrete shear force wall 1 can have enough to meet the need regularization angle steel 2, and can have enough to meet the need regularization angle steel 2
Both sides are respectively arranged with circular hole 3 with corner, and described has enough to meet the need regularization angle steel 2 and the outside of super thick concrete shear force wall 1
It is fixedly connected between template 4 by nut 5 with nut 6, the outside of the template 4 in the described outside of super thick concrete shear force wall 1 is set
Horizontal steel tube master stupefied 7 is equipped with, and is evenly arranged between the template 4 in horizontal steel tube master stupefied 7 and the outside of super thick concrete shear force wall 1
Several vertical square steel time stupefied 8, pass through several first pairs drawings between described horizontal steel tube master stupefied 7 and super thick concrete shear force wall 1
Screw rod 9 is fixedly connected with the both ends of several first Screw arbor with nut at both-ends 9 to drawing nut 10, in described super thick concrete shear force wall 1
Side corner is provided with vertical steel pipe 11, and vertical steel pipe 11 and can have enough to meet the need regularization angle steel 2 and super thick concrete shear force wall 1 it
Between be fixedly connected by the second Screw arbor with nut at both-ends 12 with the mountain type card 13 at the both ends of the second Screw arbor with nut at both-ends 12.
Wherein, the described specification for having enough to meet the need regularization angle steel 2 is 300*300*200mm, can have enough to meet the need 2 liang of regularization angle steel
The circular hole 3 on side is arranged at the side 100mm of angle steel two.
Present embodiment is reasonable in design, and installation is simple, easy to use, by super thick concrete shear force wall
One piece is each provided with negative and positive angle can have enough to meet the need regularization angle steel, and is fixed by nut and nut, can play well
Reinforcement effect, by setting horizontal steel tube and vertical steel pipe respectively in the outside of super thick concrete shear force wall and inner side, and pass through
Screw arbor with nut at both-ends is fixed, and can strengthen the effect of contraction to super thick concrete shear wall form, avoids the occurrence of quick-fried mould and swollen mould
Phenomenon, ensure that thicken concrete formation quality.
The advantages of general principle and principal character of the present utility model and the utility model has been shown and described above.One's own profession
It should be appreciated that on the premise of the spirit and scope of the utility model is not departed from, the utility model also has respectively the technical staff of industry
Kind changes and improvements, these changes and improvements are both fallen within claimed the scope of the utility model.The requires of the utility model is protected
Scope is protected by appended claims and its equivalent thereof.
Claims (1)
- A kind of 1. super thick shear wall corner template reinforcing device, it is characterised in that：It include super thick concrete shear force wall (1), Regularization angle steel (2), circular hole (3), template (4), nut (5), nut (6), horizontal steel tube master stupefied (7), vertical square steel can be had enough to meet the need Secondary stupefied (8), the first Screw arbor with nut at both-ends (9), to draw nut (10), vertical steel pipe (11), the second Screw arbor with nut at both-ends (12), mountain type card (13) regularization angle steel (2) can be had enough to meet the need by, being each provided with one piece at the negative and positive angle of described super thick concrete shear force wall (1), and can Both sides and the corner of turnover regularization angle steel (2) are respectively arranged with circular hole (3), it is described have enough to meet the need regularization angle steel (2) with It is fixedly connected between template (4) on the outside of super thick concrete shear force wall (1) by nut (5) with nut (6), described super thick is mixed Coagulating the outside of the template (4) on the outside of native shear wall (1), to be provided with horizontal steel tube master stupefied (7), and horizontal steel tube master stupefied (7) and super thick Several vertical square steel time stupefied (8), described horizontal steel tube are evenly arranged between template (4) on the outside of concrete shear force wall (1) Pass through several first Screw arbor with nut at both-ends (9) and several first Screw arbor with nut at both-ends (9) between main stupefied (7) and super thick concrete shear force wall (1) Both ends to draw nut (10) be fixedly connected, vertical steel is installed at described super thick concrete shear force wall (1) inside corner Manage (11), and vertical steel pipe (11) and can have enough to meet the need between regularization angle steel (2) and super thick concrete shear force wall (1) by second pair Screw rod (12) is drawn to be fixedly connected with the mountain type card (13) at the second Screw arbor with nut at both-ends (12) both ends.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720815243.XU CN207131072U (en) | 2017-07-05 | 2017-07-05 | A kind of super thick shear wall corner template reinforcing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720815243.XU CN207131072U (en) | 2017-07-05 | 2017-07-05 | A kind of super thick shear wall corner template reinforcing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207131072U true CN207131072U (en) | 2018-03-23 |
Family
ID=61633800
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720815243.XU Active CN207131072U (en) | 2017-07-05 | 2017-07-05 | A kind of super thick shear wall corner template reinforcing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207131072U (en) |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109083407A (en) * | 2018-09-21 | 2018-12-25 | 中国五冶集团有限公司 | A kind of installation method of aluminum alloy mould plate corner back cord |
| CN109208902A (en) * | 2018-09-19 | 2019-01-15 | 中国十七冶集团有限公司 | A kind of corner constructional column standardization bracing reinforcement device |
| CN110005199A (en) * | 2019-04-30 | 2019-07-12 | 中冶建工集团有限公司 | The mold method of cross wall column |
| CN110388053A (en) * | 2019-07-03 | 2019-10-29 | 广西建工集团第二安装建设有限公司 | Super thick concrete shear force wall outboard template reinforcement means |
| CN110820985A (en) * | 2019-11-14 | 2020-02-21 | 上海泾东建筑发展有限公司 | Cast-in-place section of assembled shear force wall splices mould for a short time and pours construction system |
| CN111236647A (en) * | 2020-03-11 | 2020-06-05 | 安徽建工集团股份有限公司工程建设分公司 | Constructional column oblique split bolt and construction method of fixed template thereof |
| CN112031405A (en) * | 2020-08-27 | 2020-12-04 | 上海宝冶集团有限公司 | Positioning device for pouring concrete corner structure and using method thereof |
| CN112081372A (en) * | 2020-10-20 | 2020-12-15 | 中建四局第三建设有限公司 | Reinforcing device and reinforcing method for construction column template at right angle position |
| CN112376903A (en) * | 2020-10-27 | 2021-02-19 | 晟通科技集团有限公司 | Corner supporting device and corner template combination |
| CN113668857A (en) * | 2021-09-02 | 2021-11-19 | 中冶建工集团(天津)建设工程有限公司 | Method for reinforcing template at corner of super-thick shear wall |
| CN116044152A (en) * | 2023-03-10 | 2023-05-02 | 中建四局土木工程有限公司 | An adjustable building construction formwork fixing device |
| CN116378394A (en) * | 2023-04-07 | 2023-07-04 | 中国建筑第二工程局有限公司 | A Formwork Reinforcing Device at the Corner of Super Thick Shear Wall |
-
2017
- 2017-07-05 CN CN201720815243.XU patent/CN207131072U/en active Active
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109208902A (en) * | 2018-09-19 | 2019-01-15 | 中国十七冶集团有限公司 | A kind of corner constructional column standardization bracing reinforcement device |
| CN109083407A (en) * | 2018-09-21 | 2018-12-25 | 中国五冶集团有限公司 | A kind of installation method of aluminum alloy mould plate corner back cord |
| CN110005199A (en) * | 2019-04-30 | 2019-07-12 | 中冶建工集团有限公司 | The mold method of cross wall column |
| CN110388053B (en) * | 2019-07-03 | 2021-05-25 | 广西建工集团第二安装建设有限公司 | Method for reinforcing outer side template of super-thick concrete shear wall |
| CN110388053A (en) * | 2019-07-03 | 2019-10-29 | 广西建工集团第二安装建设有限公司 | Super thick concrete shear force wall outboard template reinforcement means |
| CN110820985A (en) * | 2019-11-14 | 2020-02-21 | 上海泾东建筑发展有限公司 | Cast-in-place section of assembled shear force wall splices mould for a short time and pours construction system |
| CN111236647A (en) * | 2020-03-11 | 2020-06-05 | 安徽建工集团股份有限公司工程建设分公司 | Constructional column oblique split bolt and construction method of fixed template thereof |
| CN112031405A (en) * | 2020-08-27 | 2020-12-04 | 上海宝冶集团有限公司 | Positioning device for pouring concrete corner structure and using method thereof |
| CN112081372A (en) * | 2020-10-20 | 2020-12-15 | 中建四局第三建设有限公司 | Reinforcing device and reinforcing method for construction column template at right angle position |
| CN112376903A (en) * | 2020-10-27 | 2021-02-19 | 晟通科技集团有限公司 | Corner supporting device and corner template combination |
| CN112376903B (en) * | 2020-10-27 | 2022-04-19 | 晟通科技集团有限公司 | Corner supporting device and corner template combination |
| CN113668857A (en) * | 2021-09-02 | 2021-11-19 | 中冶建工集团(天津)建设工程有限公司 | Method for reinforcing template at corner of super-thick shear wall |
| CN116044152A (en) * | 2023-03-10 | 2023-05-02 | 中建四局土木工程有限公司 | An adjustable building construction formwork fixing device |
| CN116378394A (en) * | 2023-04-07 | 2023-07-04 | 中国建筑第二工程局有限公司 | A Formwork Reinforcing Device at the Corner of Super Thick Shear Wall |
| CN116378394B (en) * | 2023-04-07 | 2025-06-24 | 中国建筑第二工程局有限公司 | Template reinforcing device at corner of super-thick shear wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207131072U (en) | A kind of super thick shear wall corner template reinforcing device | |
| CN204826426U (en) | Grouting sleeve for steel bar connection | |
| CN205444693U (en) | Thin wall steel tube - reinforcing bar recycled concrete combination column | |
| CN103410345B (en) | A kind of reinforced concrete column reinforcing device and method | |
| CN205224288U (en) | Connection node of reinforced concrete superposed beam and steel pipe column | |
| CN110700319A (en) | A single-sided formwork tooling for integrated pipe gallery | |
| CN207314829U (en) | A kind of wooden model early tears support device open | |
| CN103669831B (en) | A kind of transformer station's cast-in-situ wall combined steel and construction method thereof | |
| CN103410344B (en) | A kind of steel concrete wall beam strengthen device and wall beam Enhancement Method | |
| CN203034615U (en) | Novel outer sleeve tube type connecting node of cold-bending rectangular steel tube column and H-shaped steel girder | |
| CN209228032U (en) | Regularization formwork inside-corner reinforcing device | |
| CN203034805U (en) | Double-concrete wallboard formwork scissors type support keel system | |
| CN209228033U (en) | Regularization template external corner reinforcing device | |
| CN108104468A (en) | A kind of multisection type sealing up screw and its application method | |
| CN205421995U (en) | Reinforcing constructional column of masonry structure | |
| CN212104451U (en) | Inspection shaft concrete chute construction equipment | |
| CN203640284U (en) | Split bolt capable of being repeatedly used | |
| CN203684660U (en) | Fast support structure for special-shaped structure template | |
| CN205822778U (en) | Stiff giant column screw-free aluminum alloy template system | |
| CN206722393U (en) | A kind of lateral bracing means of formwork | |
| CN207727805U (en) | A kind of reinforced perps unit of fabricated shear wall anchor pole | |
| CN206329026U (en) | Bridge-type wall-connecting piece | |
| CN204983638U (en) | L-shaped shear wall template external corner reinforcing system | |
| CN205688837U (en) | The supporting construction at the built on stilts vertical turning of steel pipe | |
| CN216340914U (en) | A formwork structure for large-section concrete columns |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |