CN208267360U - It is a kind of to prevent shear wall lower concrete rotten constructing device - Google Patents
It is a kind of to prevent shear wall lower concrete rotten constructing device Download PDFInfo
- Publication number
- CN208267360U CN208267360U CN201820887653.XU CN201820887653U CN208267360U CN 208267360 U CN208267360 U CN 208267360U CN 201820887653 U CN201820887653 U CN 201820887653U CN 208267360 U CN208267360 U CN 208267360U
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- concrete
- template
- flitch
- angle steel
- shear wall
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Abstract
The utility model relates to technical field of building construction, more particularly to a kind of prevent shear wall lower concrete rotten constructing device, including the template for concrete formation, and it is set to more spaced flitches of the auxiliary concrete formation for fixed form on the outside of template, the molding angle steel in auxiliary concrete wall bottom for preventing concrete wall bottom spillage is equipped between flitch bottom and template, it is equipped on flitch for the steel pipe by flitch and angle steel tightening in the diameter in template for 65mm, steel pipe is equipped with for by steel pipe, angle steel, flitch and template are fixed on the split bolt on concrete wall, the utility model structure is simple, it is easy to operate, it effectively prevent shear wall lower concrete spillage, the appearance of bad root phenomenon, and residual concrete cleaning is easy when demoulding, it is not in the lumps of wood in Demolition Construction It is easily broken off, be bent etc. Deng during and increase material cost, effectively improve construction quality and construction efficiency, quickening construction progress.
Description
Technical field
The utility model relates to technical field of building construction more particularly to a kind of prevent shear wall lower concrete rotten
Constructing device.
Background technique
In engineering such as because of the influence of various factors: concrete ratio of mud itself is excessive, isolates, shears caused by reason of vibrating
Wall lower concrete rotten, we mainly dissect in terms of shear wall formwork bottom leakage proof slurry, rotten.Shear the foot of a wall
Portion flooring concrete is uneven, spillage and cause rotten, when due to pouring flooring concrete, the smooth of shear wall root could not be efficiently controlled
Degree, causing to have between wall side form and flooring width, equal gap or gap blocking be not tight, concrete pour vibrate when, part slurry
Liquid is lost by the gap, cause wall rotten of apertured side be easy to make shear wall root concrete occur rotten,
Spillage, there is rotten of concrete after removing in shear wall formwork, spillage problem not only will spend a large amount of manpowers to be repaired, and repair
Obvious with former concrete color difference after benefit, molding impression quality is poor, and more seeming some, the more one tries to hide and the more one is exposed.
In order to effectively prevent rotten people always to will do it a series of measure usually.Such as: 1, by shear wall formwork bottom
Portion border sits slurry and carries out gap plugging, but such method effect is less significant, and reason is that project amount is big, and wastes mortar material
Material, remaining closure mortar will also be cleared up after form removable, not only time and effort consuming but also uneconomical.2, with the lumps of wood by shear wall mould
Board bottom portion border is blocked, but timber is softer, and bottom blocks timber and stupefied extruding force down outside column mould is leaned on to be fixed entirely, but
It is easy to appear lumps of wood displacements under concreting pressure and concrete vibrating effect, to the leakage of shear wall lower concrete occur
The appearance of slurry, bad root phenomenon, and the lumps of wood such as is easily broken off, be bent during Demolition Construction etc. at the increase material cost.
Summary of the invention
In view of the deficiencies of the prior art, providing a kind of prevents shear wall lower concrete rotten constructing device, knot
Structure is simple, easy to operate, effectively prevent the appearance of shear wall lower concrete spillage, bad root phenomenon, and coagulation is remained when demoulding
The increase material costs such as soil cleaning is easy, and to be not in the lumps of wood be easily broken off, be bent during Demolition Construction etc., effectively improve
Construction quality and construction efficiency accelerate construction progress.
In order to solve the above technical problems, technical solution adopted in the utility model is, one kind prevents shear wall bottom mixed
The constructing device of solidifying rotten of soil further includes being set on the outside of template to be used for stent including the template for concrete formation
Plate auxiliary concrete formation more spaced flitches, the flitch specification be 50mm*80mm, the flitch bottom with
The molding angle steel in auxiliary concrete wall bottom for preventing concrete wall bottom spillage is equipped between template, on flitch
Equipped with for by flitch and angle steel tightening in the diameter in template be 65mm steel pipe, the steel pipe be equipped with for by steel pipe,
Angle steel, flitch and template are fixed on the split bolt on concrete wall.
It is above-mentioned it is a kind of prevent shear wall lower concrete rotten constructing device, angle steel specification is 40*3mm.
The utility model is a kind of to prevent shear wall lower concrete rotten beneficial effect of constructing device from being, by wood
The molding angle in auxiliary concrete wall bottom being equipped with for preventing concrete wall bottom spillage between square bottom and template
Steel, steel pipe are equipped with for steel pipe, angle steel, flitch and template to be fixed on the split bolt on concrete wall, angle steel material
It is harder not flexible, it can reuse, good economical benefit；Angle steel is lightly operated, is transported simply, easy for construction；Each balcony
It is equipped with a set of angle steel material and meets progress needs, entire engineering process, which no longer needs to replacement, can meet construction needs, this is practical new
Type structure is simple, easy to operate, effectively prevent the appearance of shear wall lower concrete spillage, bad root phenomenon, and remain when demoulding
The increase material costs such as concrete cleaning is easy, and to be not in the lumps of wood be easily broken off, be bent during Demolition Construction etc., effectively
Construction quality and construction efficiency are improved, construction progress is accelerated.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model.
Specific embodiment
With reference to the accompanying drawing and specific embodiment elaborates to the utility model.
As shown in Figure 1, a kind of prevent shear wall lower concrete rotten constructing device, including for concrete formation
Template 1 further includes more spaced wood for being set to the auxiliary concrete formation for fixed form 1 in 1 outside of template
Side 2, flitch specification are 50mm*80mm, are equipped between flitch bottom and template for preventing the auxiliary of 3 bottom spillage of concrete wall
The molding angle steel 4 in concrete wall bottom being helped, is equipped on flitch 2 for tightening flitch 2 and angle steel in the diameter in template 1
For the steel pipe 5 of 65mm, steel pipe 5 be equipped with for by steel pipe, angle steel, flitch and template be fixed on concrete wall to drawing spiral shell
Bolt 6, angle steel specification are 40*3mm, and carrying out the closure of shear wall lower concrete using 40*3mm angle steel can achieve preferable effect
Fruit, because angle steel thickness only has 3mm that can be caught in completely at template 1 and 2 gap of flitch, and template 1 and flitch 2 pass through to drawing spiral shell
Bolt 6 is reinforced, thus formed a firm reinforcement system, effectively can prevent shear wall concrete base spillage,
The appearance of bad root phenomenon.Use 40*3mm angle steel to have many good qualities as bottom plugging material: angle steel material is not harder flexible,
It can reuse, good economical benefit；Angle steel is lightly operated, is transported simply, easy for construction；Each balcony is equipped with a set of angle steel material
Material meets progress needs, and entire engineering process, which no longer needs to replacement, can meet construction needs, and the utility model structure is simple, operation
It is convenient, it is effectively prevent the appearance of shear wall lower concrete spillage, bad root phenomenon, and residual concrete cleaning is easy when demoulding,
To be not in the lumps of wood, which be easily broken off, be bent during Demolition Construction etc., etc. increases material cost, effectively improve construction quality with
Construction efficiency accelerates construction progress.
Certainly, above description is not limitation of the utility model, and the utility model is also not limited to the example above, this
The variations, modifications, additions or substitutions that the those of ordinary skill of technical field is made in the essential scope of the utility model,
It should belong to the protection scope of the utility model.
Claims (2)
1. a kind of prevent shear wall lower concrete rotten constructing device, including the template for concrete formation, feature
It is, further includes more spaced flitches for being set to the auxiliary concrete formation for fixed form on the outside of template,
The flitch specification is 50mm*80mm, is equipped between the flitch bottom and template for preventing concrete wall bottom spillage
The molding angle steel in auxiliary concrete wall bottom, on flitch be equipped with for by flitch and angle steel tightening in the diameter in template
For the steel pipe of 65mm, the steel pipe be equipped with for by steel pipe, angle steel, flitch and template be fixed on concrete wall to drawing
Bolt.
2. a kind of according to claim 1 prevent shear wall lower concrete rotten constructing device, characterized in that angle steel rule
Lattice are 40*3mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820887653.XU CN208267360U (en) | 2018-06-08 | 2018-06-08 | It is a kind of to prevent shear wall lower concrete rotten constructing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820887653.XU CN208267360U (en) | 2018-06-08 | 2018-06-08 | It is a kind of to prevent shear wall lower concrete rotten constructing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208267360U true CN208267360U (en) | 2018-12-21 |
Family
ID=64689852
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820887653.XU Expired - Fee Related CN208267360U (en) | 2018-06-08 | 2018-06-08 | It is a kind of to prevent shear wall lower concrete rotten constructing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208267360U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109812010A (en) * | 2019-01-28 | 2019-05-28 | 河南科建建设工程有限公司 | A kind of whole template of shear Wall steel joist exempts from aperture formwork and its construction method |
| CN110107081A (en) * | 2019-05-16 | 2019-08-09 | 中国十七冶集团有限公司 | It is a kind of to prevent cast-in-place concrete shear wall rotten device |
| CN115217327A (en) * | 2022-05-31 | 2022-10-21 | 浙江城建建设集团有限公司 | Construction method and template for actual measurement result system in stage of improving main structure |
-
2018
- 2018-06-08 CN CN201820887653.XU patent/CN208267360U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109812010A (en) * | 2019-01-28 | 2019-05-28 | 河南科建建设工程有限公司 | A kind of whole template of shear Wall steel joist exempts from aperture formwork and its construction method |
| CN110107081A (en) * | 2019-05-16 | 2019-08-09 | 中国十七冶集团有限公司 | It is a kind of to prevent cast-in-place concrete shear wall rotten device |
| CN110107081B (en) * | 2019-05-16 | 2024-02-20 | 中国十七冶集团有限公司 | Device for preventing root rot of cast-in-place concrete shear wall |
| CN115217327A (en) * | 2022-05-31 | 2022-10-21 | 浙江城建建设集团有限公司 | Construction method and template for actual measurement result system in stage of improving main structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181221 Termination date: 20190608 |
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| CF01 | Termination of patent right due to non-payment of annual fee |