CN213143122U - Side wall slip casting template - Google Patents
Side wall slip casting template Download PDFInfo
- Publication number
- CN213143122U CN213143122U CN202020621112.XU CN202020621112U CN213143122U CN 213143122 U CN213143122 U CN 213143122U CN 202020621112 U CN202020621112 U CN 202020621112U CN 213143122 U CN213143122 U CN 213143122U
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- CN
- China
- Prior art keywords
- template
- slip casting
- construction
- auxiliary
- concrete
- 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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- 238000007569 slipcasting Methods 0.000 title claims abstract description 18
- 238000009415 formwork Methods 0.000 claims description 21
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- 238000003466 welding Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 22
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a side wall slip casting template, including vertical master template and vertical supplementary template, the master template with the horizontal width of supplementary template is the same, the vertical height of supplementary template does twentieth to fourth of the vertical height of master template, the upper end of master template with connect through rotary device between the lower extreme of supplementary template. The utility model discloses a design mutual swivelling joint's master module and supplementary template, can assist the template rotation to open through outside power control during the construction and form the slip casting mouth, accomplish and demolish the slip casting pipe back at the slip casting, assist the template through outside power control and rotate repeatedly and open and close, make the concrete pour into each dead angle completely, extrude unnecessary concrete simultaneously, close at last and assist the template, it can not have the outstanding piece of concrete to treat after the concrete sets demolishs, it breaks out to drop into the manual work in the later stage not, the manual work has been practiced thrift, the efficiency of construction is improved, and the construction face is level and smooth, and is pleasing to the eye, construction quality is improved.
Description
Technical Field
The utility model relates to a slip casting template for the building especially relates to a side wall slip casting template that side wall construction was used.
Background
In subway construction, the upper end and the lower end of a side wall are usually constructed firstly in the construction of the side wall, and finally the middle position of the side wall is constructed, and when the middle position of the side wall is constructed, the position of a concrete grouting pipe needs to be considered on a template because the upper end is constructed, so that concrete grouting is facilitated.
As shown in figures 1 and 2, the grouting formwork adopted by the traditional side wall construction comprises a vertical formwork body 2 and a triangular grouting groove 1, the triangular grouting groove 1 is arranged in the middle of the upper part of the formwork body 2, and grouting operation can be completed only by placing a grouting pipe in the triangular grouting groove 1 during grouting.
The grouting template adopted by the traditional side wall construction has the following defects:
1. after demoulding, a triangular concrete protruding block corresponding to the triangular grouting groove 1 is left, manual breaking is needed, time and labor are wasted, and the left mark after breaking is not attractive;
2. if the vibrating rod does not vibrate in place, gaps are easy to appear on the inner side above the concrete, so that the construction quality is affected or auxiliary measures are required.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a side wall slip casting template that can accomplish high quality slip casting construction in order to solve above-mentioned problem once.
The utility model discloses a following technical scheme realizes above-mentioned purpose:
a side wall grouting template comprises a vertical main template and a vertical auxiliary template, wherein the main template and the auxiliary template are the same in transverse width, the vertical height of the auxiliary template is one twentieth to one fourth of the vertical height of the main template, and the upper end of the main template is connected with the lower end of the auxiliary template through a rotating device.
Preferably, for convenience of processing and assembling, the rotating device comprises an upper lug plate, a lower lug plate and a pin shaft, the upper lug plate is arranged at the lower end of the auxiliary template, the lower lug plate is arranged at the upper end of the main template, and the lower end of the upper lug plate is connected with the upper end of the lower lug plate through the transverse pin shaft.
Preferably, in order to improve the strength of the main template and facilitate construction, the main template is formed by welding a main steel plate and a rib plate, and the auxiliary template is an auxiliary steel plate and has the same thickness as the main steel plate and is positioned on the same plane.
The beneficial effects of the utility model reside in that:
the utility model discloses a design mutual swivelling joint's master module and supplementary template, can assist the template rotation to open through outside power control during the construction and form the slip casting mouth, this slip casting mouth can begin the slip casting in is arranged in to the slip casting pipe, accomplish and demolish behind the slip casting pipe at the slip casting, assist the template rotation through outside power control and open and close repeatedly, make the concrete pour into each dead angle completely, extrude unnecessary concrete simultaneously, close at last and assist the template, assist the template and form the smooth monoblock template of inboard surface together with the master module after closing, it can not have the outstanding piece of concrete to treat behind the concrete setting form removal, it breaks away to drop into the manual work in the later stage, the manual work has been practiced thrift, the efficiency of construction has been improved, and the construction face is level and smooth, and beautiful, and the concrete space can not appear after extrudeing repeatedly, construction quality is improved.
Drawings
FIG. 1 is a schematic front view of a conventional grouting formwork for side wall construction;
FIG. 2 is a left side view schematic structural view of a conventional grouting template for side wall construction;
fig. 3 is a schematic structural view of the side wall grouting formwork of the present invention;
figure 4 is the side wall slip casting template's left side view structure schematic.
Detailed Description
The present invention will be further explained with reference to the accompanying drawings:
as shown in fig. 3 and 4, the side wall grouting formwork of the present invention includes a vertical main formwork 7 and a vertical auxiliary formwork 3, the horizontal widths of the main formwork 7 and the auxiliary formwork 3 are the same, the vertical height of the auxiliary formwork 3 is one twentieth to one fourth of the vertical height of the main formwork 7, and the upper end of the main formwork 7 is connected with the lower end of the auxiliary formwork 3 through a rotating device according to the actual requirement; the main template 7 is formed by welding a main steel plate and a rib plate, and the auxiliary template 3 is an auxiliary steel plate, has the same thickness as the main steel plate and is positioned on the same plane; the rotating device comprises an upper lug plate 4, a lower lug plate 6 and a pin shaft 5, wherein the two upper lug plates 4 are transversely installed at the lower end of the auxiliary template 3 side by side, the two lower lug plates 6 are transversely installed at the upper end of the main template 7 side by side, and the lower ends of the upper lug plates 4 and the upper ends of the lower lug plates 6 are connected through the transverse pin shaft 5.
As shown in fig. 3 and 4, during construction, the auxiliary formwork 3 is controlled to rotate and open through external power (such as a hydraulic cylinder and the like, and the grouting pipe is arranged in the grouting opening to start grouting, after grouting is completed and the grouting pipe is removed, the auxiliary formwork 3 is controlled to rotate and open and close repeatedly through the external power, so that concrete is completely injected into each dead angle, redundant concrete is extruded, the auxiliary formwork 3 is closed finally, the closed auxiliary formwork 3 and the main formwork 7 form a whole formwork with a smooth inner side surface, after concrete is solidified and removed, a concrete protruding block does not exist, later-stage manual breaking is not needed, manpower is saved, construction efficiency is improved, the construction surface is flat and attractive, concrete gaps can not appear after repeated extrusion, and construction quality is improved.
The above-mentioned embodiment is only the preferred embodiment of the present invention, and is not to the limitation of the technical solution of the present invention, as long as the technical solution can be realized on the basis of the above-mentioned embodiment without creative work, all should be regarded as falling into the protection scope of the right of the present invention.
Claims (3)
1. The utility model provides a side wall slip casting template which characterized in that: the auxiliary template comprises a vertical main template and a vertical auxiliary template, the transverse widths of the main template and the auxiliary template are the same, the vertical height of the auxiliary template is one twentieth to one fourth of the vertical height of the main template, and the upper end of the main template is connected with the lower end of the auxiliary template through a rotating device.
2. The side wall grouting formwork of claim 1, wherein: the rotating device comprises an upper lug plate, a lower lug plate and a pin shaft, the upper lug plate is installed at the lower end of the auxiliary template, the lower lug plate is installed at the upper end of the main template, and the lower end of the upper lug plate is connected with the upper end of the lower lug plate through the transverse pin shaft.
3. A sidewall grouting template according to claim 1 or 2, characterised in that: the main template is formed by welding a main steel plate and a rib plate, and the auxiliary template is an auxiliary steel plate, has the same thickness as the main steel plate and is positioned on the same plane.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020621112.XU CN213143122U (en) | 2020-04-23 | 2020-04-23 | Side wall slip casting template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020621112.XU CN213143122U (en) | 2020-04-23 | 2020-04-23 | Side wall slip casting template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213143122U true CN213143122U (en) | 2021-05-07 |
Family
ID=75708236
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020621112.XU Expired - Fee Related CN213143122U (en) | 2020-04-23 | 2020-04-23 | Side wall slip casting template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213143122U (en) |
-
2020
- 2020-04-23 CN CN202020621112.XU patent/CN213143122U/en not_active Expired - Fee Related
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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: 20210507 |