CN207863189U - A kind of secondary structure metope leak-proof device - Google Patents
A kind of secondary structure metope leak-proof device Download PDFInfo
- Publication number
- CN207863189U CN207863189U CN201721913941.XU CN201721913941U CN207863189U CN 207863189 U CN207863189 U CN 207863189U CN 201721913941 U CN201721913941 U CN 201721913941U CN 207863189 U CN207863189 U CN 207863189U
- Authority
- CN
- China
- Prior art keywords
- horizontal binder
- horizontal
- binder
- template
- masonry
- 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
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model is a kind of secondary structure metope leak-proof device, including horizontal binder, it is characterized in that, the horizontal binder is arranged on the top of the extraneous masonry to be poured built, the horizontal binder template is clamped on the horizontal binder by the horizontal binder formwork splint.The utility model is simple and reasonable, it is easy to use, by the way that triangle batten is arranged on the inside of horizontal binder template, coordinate horizontal binder formwork splint, the horizontal binder of secondary structure is effectively prevented in concreting the phenomenon that spillage, triangle batten generates three angular gap together after removing between masonry and horizontal binder, concrete and masonry faying face build-in can be made more secured, damage and turnover rate are low, it avoids and frequently replaces sponge strip, effectively save the time, and then it improves work efficiency, construction effect and cost savings are more notable in wall of High-building construction, avoid the rubbish that sponge strip is generated in stickup and cleaning simultaneously, meet live civilized construction requirement.
Description
Technical field
The utility model is related to house construction engineering secondary structure horizontal binder form erecting technology field more particularly to a kind of secondary knots
Structure metope leak-proof device.
Background technology
Process is built during secondary structure horizontal binder formwork in room, it usually needs carries out casting concrete, horizontal binder
The pollution for usually causing secondary structure metope because of spillage problem after the completion of concreting causes metope honeycomb fiber crops occur
Face, currently, starching application than wide into whereabouts in horizontal binder using sponge strip, still, sponge strip is replaced frequently, is increased
Construction cost, sponge strip will produce rubbish in stickup and cleaning, and cleaning not in time can cause negatively live civilized construction
It influences, and when sponge strip cleaning is not clean, is also easy to produce separation layer, can cause hollowing when carrying out plastering processing, affect
Horizontal binder beauty after molding.
Invention content
The utility model aims to solve the problem that the deficiencies in the prior art, and provides a kind of secondary structure metope leak-proof device.
The utility model to achieve the above object, using following technical scheme：
A kind of secondary structure metope leak-proof device, including horizontal binder, which is characterized in that the horizontal binder setting is outside
The interior parallel on the top of boundary's masonry to be poured, the horizontal binder is equipped with several horizontal binder reinforcing bars, the horizontal binder
Reinforcing bar is parallel with the axis direction of masonry upper surface, parallel on the front and rear wall of the horizontal binder to be equipped with horizontal binder mould
Plate, the horizontal binder template are removably mounted on the horizontal binder, the horizontal binder template and the masonry
Front and back metope is in contact, and triangle batten is equipped on the inside of the horizontal binder template, and the triangle batten is fixedly mounted on institute
The lower part of horizontal binder template inner wall is stated, a seamed edge of the triangle batten is seamlessly connected with the masonry upper surface, the water
The outside of flat binder template is equipped with several parallel horizontal binder formwork splints, the horizontal binder formwork splint and the masonry
The axis direction of upper surface is vertically arranged, and the horizontal binder template is clamped to described by the horizontal binder formwork splint
On horizontal binder, the depth of groove of the horizontal binder formwork splint is identical as the horizontal height of binder template.
The plate width of the horizontal binder template is 200mm, and the plate thickness of the horizontal binder template is 13mm.
The cross section of the triangle batten is equilateral triangle.
Sponge strip is equipped between the triangle batten and the masonry.
The number of the horizontal binder reinforcing bar is 3.
The utility model has the beneficial effects that：The utility model is simple and reasonable, easy to use, by horizontal binder
Triangle batten is set on the inside of template, coordinates horizontal binder formwork splint, effectively prevents the horizontal binder of secondary structure in concrete
When pouring the phenomenon that spillage, triangle batten generates three angular gap together after removing between masonry and horizontal binder, can make to mix
Solidifying soil is more secured with masonry faying face build-in, and damage and turnover rate are low, avoids and frequently replaces sponge strip, when effectively saving
Between, and then improve work efficiency, construction effect and cost savings are more notable in wall of High-building construction, avoid simultaneously
The rubbish that sponge strip is generated in stickup and cleaning, meets live civilized construction requirement, improves horizontal binder and constructing
In the process and aesthetic measure after molding.
Description of the drawings
Fig. 1 is the usage state diagram of the utility model；
Fig. 2 is the A-A sectional views of Fig. 1；
In figure：The horizontal binder formwork splints of 1-；The horizontal binder templates of 2-；3- triangle battens；The horizontal binder reinforcing bars of 4-；5- is built
Body；The horizontal binders of 6-；
It is described in detail with reference to attached drawing below with reference to the embodiments of the present invention.
Specific implementation mode
The utility model is described in further detail with reference to the accompanying drawings and examples：
As shown, a kind of secondary structure metope leak-proof device, including horizontal binder 6, which is characterized in that the horizontal system
Beam 6 is arranged on the top of the extraneous masonry 5 to be poured built, and the interior parallel of the horizontal binder 6 is equipped with several horizontal binder reinforcing bars
4, the horizontal binder reinforcing bar 4 is parallel with the axis direction of 5 upper surface of the masonry, is put down on the front and rear wall of the horizontal binder 6
Row is equipped with horizontal binder template 2, and the horizontal binder template 2 is removably mounted on the horizontal binder 6, the horizontal system
Beam forms 2 is in contact with the front and back metope of the masonry 5, and the inside of the horizontal binder template 2 is equipped with triangle batten 3, institute
State the lower part that triangle batten 3 is fixedly mounted on horizontal 2 inner wall of binder template, a seamed edge of the triangle batten 3 with it is described
5 upper surface of masonry is seamlessly connected, and the outside of the horizontal binder template 2 is equipped with several parallel horizontal binder formwork splints 1, institute
It states horizontal binder formwork splint 1 and the axis direction of 5 upper surface of the masonry is vertically arranged, the horizontal binder formwork splint 1
The horizontal binder template 2 is clamped on the horizontal binder 6, the depth of groove of the horizontal binder formwork splint 1
It is identical as the height of the horizontal binder template 2.
The plate width of the horizontal binder template 2 is 200mm, and the plate thickness of the horizontal binder template 2 is 13mm.
The cross section of the triangle batten 3 is equilateral triangle.
Sponge strip is equipped between the triangle batten 3 and the masonry 5.
The number of the horizontal binder reinforcing bar 4 is 3.
The utility model makes before use, according to extraneous 5 level of processing binder 6 of masonry to be poured and horizontal binder template 2
Used time, horizontal binder 6 is mounted on to the top of masonry 5 to be poured, horizontal binder template 2 is mounted on the front and back of horizontal binder 6
On wall, triangle batten 3 is fixedly mounted on the lower part of horizontal 2 inner wall of binder template, and horizontal binder formwork splint 1 is by horizontal binder mould
Plate 2 is clamped on horizontal binder 6,3 brush releasing agent of triangle batten, then to 6 casting concrete of horizontal binder, triangle batten
3 seamed edge is seamlessly connected with 5 upper surface of masonry, effectively prevents the horizontal binder 6 of secondary structure spillage in concreting
The phenomenon that, damage and turnover rate are low, avoid and frequently replace sponge strip, effectively save the time, and then improve work efficiency,
Construction effect and cost savings are more notable in wall of High-building construction, while avoiding sponge strip in stickup and cleaning
The rubbish of generation meets live civilized construction requirement, improves horizontal binder 6 in the construction process and beautiful journey after molding
Degree, after concrete arrival solidification requires, to 2 brush releasing agent of horizontal binder template, in masonry 5 and level after the dismounting of triangle batten 3
Three angular gaps together are generated between binder 6, and concrete and 5 faying face build-in of masonry can be made more secured, remove horizontal binder
Formwork splint 1 and horizontal binder template 2 are reused, and the utility model is simple and reasonable, easy to use.
The utility model is exemplarily described above in conjunction with attached drawing, it is clear that the utility model specific implementation not by
The limitation of aforesaid way, if the various improvement of the methodology and technical solution progress of the utility model are used, or without
Improvement directly applies to other occasions, both is within the protection scope of the present invention.
Claims (5)
1. a kind of secondary structure metope leak-proof device, including horizontal binder (6), which is characterized in that horizontal binder (6) setting
On the top of the extraneous masonry (5) to be poured built, the interior parallel of the horizontal binder (6) is equipped with several horizontal binder reinforcing bars (4),
The horizontal binder reinforcing bar (4) is parallel with the axis direction of the masonry (5) upper surface, the front and rear wall of the horizontal binder (6)
Upper parallel equipped with horizontal binder template (2), the horizontal binder template (2) is removably mounted on the horizontal binder (6),
The horizontal binder template (2) is in contact with the front and back metope of the masonry (5), and the inside of the horizontal binder template (2) is equal
Equipped with triangle batten (3), the triangle batten (3) is fixedly mounted on the lower part of horizontal binder template (2) inner wall, and described three
One seamed edge of angle block item (3) is seamlessly connected with the masonry (5) upper surface, the horizontal binder template (2) if outside be equipped with
Dry parallel horizontal binder formwork splint (1), the axis of the horizontal binder formwork splint (1) and the masonry (5) upper surface
Direction is vertically arranged, and the horizontal binder template (2) is clamped to the horizontal system by the horizontal binder formwork splint (1)
On beam (6), the depth of groove of the horizontal binder formwork splint (1) is identical as the horizontal height of binder template (2).
2. a kind of secondary structure metope leak-proof device according to claim 1, which is characterized in that the horizontal binder template
(2) plate width is 200mm, and the plate thickness of the horizontal binder template (2) is 13mm.
3. a kind of secondary structure metope leak-proof device according to claim 1, which is characterized in that the triangle batten (3)
Cross section be equilateral triangle.
4. a kind of secondary structure metope leak-proof device according to claim 1, which is characterized in that the triangle batten (3)
Sponge strip is equipped between the masonry (5).
5. a kind of secondary structure metope leak-proof device according to claim 1, which is characterized in that the horizontal binder reinforcing bar
(4) number is 3.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721913941.XU CN207863189U (en) | 2017-12-31 | 2017-12-31 | A kind of secondary structure metope leak-proof device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721913941.XU CN207863189U (en) | 2017-12-31 | 2017-12-31 | A kind of secondary structure metope leak-proof device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207863189U true CN207863189U (en) | 2018-09-14 |
Family
ID=63464005
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721913941.XU Expired - Fee Related CN207863189U (en) | 2017-12-31 | 2017-12-31 | A kind of secondary structure metope leak-proof device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207863189U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110359704A (en) * | 2019-06-27 | 2019-10-22 | 五冶集团上海有限公司 | A kind of waist rail, capping beam concreting mortar leakage prevention formwork erection method |
-
2017
- 2017-12-31 CN CN201721913941.XU patent/CN207863189U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110359704A (en) * | 2019-06-27 | 2019-10-22 | 五冶集团上海有限公司 | A kind of waist rail, capping beam concreting mortar leakage prevention formwork erection method |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180914 Termination date: 20211231 |