CN215760460U - Column formwork external corner splicing structure for preventing slurry leakage - Google Patents
Column formwork external corner splicing structure for preventing slurry leakage Download PDFInfo
- Publication number
- CN215760460U CN215760460U CN202122314191.7U CN202122314191U CN215760460U CN 215760460 U CN215760460 U CN 215760460U CN 202122314191 U CN202122314191 U CN 202122314191U CN 215760460 U CN215760460 U CN 215760460U
- Authority
- CN
- China
- Prior art keywords
- hole
- external corner
- limiting plate
- limiting
- slurry leakage
- 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
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The application relates to a column template external corner piece prevents leaking thick liquid structure relates to column template technical field. The concrete support comprises a support rod, wherein a pair of limiting plates are arranged on the side walls adjacent to the support rod, and a limiting board used for limiting concrete is arranged in each limiting plate. When operating personnel pours into the concrete into to spacing plank inner region, because the bracing piece is an overall structure, does not have the gap to make the concrete be difficult for oozing from the bracing piece is inside owing to the effect of thrust, thereby increased the seal of system, improved off-the-shelf quality.
Description
Technical Field
The application relates to the field of column formworks, in particular to a column formwork external corner splicing structure for preventing slurry leakage.
Background
The column template external corner joint leakage prevention structure is used in the column template pouring process and is used for reducing the possibility of leakage at the corner of the column template.
At present, in the building, the stand template is built earlier to current stand construction, then concreting, and the shape of required stand is pieced together for the polylith steel form to the stand template generally, fixes the steel form together through bolt or other fasteners during the use.
The related art described above has the following drawbacks: when concrete is poured into the built upright post formwork, the concrete at the bottom easily flows out from gaps at the corners of the upright post formwork under the action of gravity along with the pouring of the concrete, so that the quality of finished products is influenced, and the improvement is needed.
SUMMERY OF THE UTILITY MODEL
In order to solve the problem that the column template in the related art is easy to leak, the application provides a column template external corner splicing structure for preventing slurry leakage.
The application provides a column template external corner piece prevents leaking thick liquid structure adopts following technical scheme:
the utility model provides a post template external corner piece prevents leaking thick liquid structure, its includes the bracing piece, all be provided with a pair of limiting plate on the adjacent lateral wall of bracing piece, it is a pair of be provided with in the limiting plate and be used for carrying out spacing plank to the concrete.
Through adopting above-mentioned technical scheme, when operating personnel pours into the concrete into to spacing plank inner region into, because the bracing piece is an overall structure, do not have the gap to make the concrete be difficult for oozing from the bracing piece is inside owing to the effect of thrust, thereby increased the seal of system, improved off-the-shelf quality.
Optionally, the limiting plate and the side wall of the support rod are integrally formed.
Through adopting above-mentioned technical scheme, limiting plate and bracing piece have adopted integrated into one piece's structure, have reduced the possibility that has the gap between limiting plate and the bracing piece, and then have reduced the possibility that the concrete permeates out from the gap, have promoted finished product quality.
Optionally, a first clamping hole is formed in the limiting board in a penetrating mode, a second clamping hole is correspondingly formed in the limiting board, and clamping rods are inserted into the first clamping hole and the second clamping hole together.
Through adopting above-mentioned technical scheme, on the one hand, operating personnel can insert through the pole that stops and establish first stop hole and second stop downthehole in order to accomplish fixed between spacing plank and the limiting plate to increased spacing plank and inserted the stability of locating in the limiting plate.
Optionally, an engagement hole is formed in the side wall, close to the limiting wood board, of the limiting plate located on the inner side, the stop rod is inserted into the engagement hole, and the stop rod is in threaded connection with the engagement hole.
Through adopting above-mentioned technical scheme, thereby operating personnel can insert through will blocking the pole and establish in the linking hole and rotate the clamping pole and make to block the pole screw thread and insert and locate in the linking hole to increased and blocked the pole and inserted the stability of locating in the linking hole.
Optionally, one end of the locking rod, which is far away from the engagement hole, is provided with a screwing block, which is convenient for an operator to screw the locking rod.
Through adopting above-mentioned technical scheme, thereby operating personnel can drive the card stop rod at the interlock hole internal rotation through rotating to twist the piece, thereby make card stop rod and interlock hole threaded connection, compare in directly rotating the card stop rod, twist the structure of piece and promoted the convenience of operation.
Optionally, the first clamping hole, the second clamping hole and the connecting hole are provided with a plurality of holes.
Through adopting above-mentioned technical scheme, after spacing plank used for a long time and produced the clearance, the structure of single card ends the pole makes spacing plank production to rock easily, so makes spacing plank insert comparatively unstable when locating in the limiting plate, adopts the structure of a plurality of card ends pole and interlock hole, has increased spacing plank and has inserted the stability of locating in the limiting plate.
Optionally, a sealing adhesive layer is arranged between the limiting plates, and the sealing adhesive layer is attached to the limiting wood plates.
Through adopting above-mentioned technical scheme, the structure of sealing glue layer has reduced the concrete and has penetrated the possibility in the limiting plate from the limiting plate top, has increased the seal of limiting plate.
Optionally, the sealing glue layer is detachably connected with the limiting plate.
Through adopting above-mentioned technical scheme to make the sealing glue layer be convenient for change after long-time the use, promoted the convenience of operation.
In summary, the present application includes at least one of the following benefits:
1. by adopting the structure of the supporting rods and the limiting plates, when an operator injects concrete into the internal area of the limiting wood plate, the supporting rods are of an integral structure, and no gap exists, so that the concrete is not easy to seep out of the supporting rods under the action of thrust, the tightness of a system is improved, and the quality of a finished product is improved;
2. by adopting the structure of the clamping rod and the connecting hole, an operator can insert the clamping rod into the connecting hole and rotate the clamping rod so as to insert the clamping rod into the connecting hole in a threaded manner, thereby increasing the stability of inserting the clamping rod into the connecting hole;
3. the structure of the sealing adhesive layer is adopted, the structure of the sealing adhesive layer reduces the possibility that concrete permeates into the limiting plate from the top of the limiting plate, and the sealing performance of the limiting plate is improved.
Drawings
FIG. 1 is a schematic structural diagram of an embodiment of the present application;
fig. 2 is a schematic structural diagram for showing a connection relationship between the support rod and the limiting plate in the embodiment of the present application;
FIG. 3 is an enlarged view of portion A of FIG. 2;
in the figure: 1. a support bar; 11. a limiting plate; 12. limiting the wood board; 2. a locking rod; 21. a first locking hole; 22. a second locking hole; 3. an engagement hole; 4. screwing the block; 5. and (6) sealing the adhesive layer.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
The embodiment of the application discloses post template external corner piece prevents leaking thick liquid structure. Referring to fig. 1, a post template external corner piece prevents leaking thick liquid structure includes bracing piece 1, and equal welded fastening has a pair of limiting plate 11 on the adjacent lateral wall of bracing piece 1, and a pair of limiting plate 11 sets up along the length direction of bracing piece 1, and the both sides of the 1 lateral wall of 11 position bracing pieces of a pair of limiting plate, a pair of limiting plate 11 and bracing piece 1 integrated into one piece, and a pair of limiting plate 11 all sets up perpendicularly with the lateral wall of bracing piece 1.
Referring to fig. 1, a limiting wood board 12 is inserted between a pair of limiting plates 11, a sealing adhesive layer 5 is arranged on the top of the side wall of each limiting plate 11, the sealing adhesive layer 5 is inserted into a gap between each limiting plate 11 and the corresponding limiting wood board 12 in an interference manner, the sealing adhesive layer 5 is attached to one side of the limiting plate 11, and the other side of the sealing adhesive layer 5 is attached to the corresponding limiting wood board 12. The structure of the sealant layer 5 reduces the possibility that the concrete permeates into the limiting plate 11 from the top of the limiting plate 11, and increases the tightness of the limiting plate 11.
Referring to fig. 2 and 3, a plurality of second locking holes 22 are formed in the limiting plate 11 located on the outer side along the width direction of the limiting plate 11 in a penetrating manner, first locking holes 21 are correspondingly formed in the limiting wood plate 12, and each first locking hole 21 and the corresponding second locking hole 22 are located on the same axis and have the same radius; a locking rod 2 is inserted into each of the first locking hole 21 and the second locking hole 22, and the locking rod 2 is slidably connected to the first locking hole 21 and the second locking hole 22.
Referring to fig. 3, the inner limiting plate 11 is provided with an engagement hole 3 along the width direction of the limiting plate 11, the engagement hole 3 is a threaded hole, and the depth of the engagement hole 3 is smaller than the width of the limiting plate 11; one end of the clamping rod 2 close to the connecting hole 3 is inserted into the connecting hole 3, and the clamping rod 2 is in threaded connection with the connecting hole 3; the one end wall that the joining hole 3 was kept away from to the locking lever 2 is fixed with the piece 4 of twisting to, thereby operating personnel can drive locking lever 2 at the internal rotation of joining hole 3 through rotating the piece 4 of twisting.
The implementation principle of the column formwork external corner joint slurry leakage prevention structure in the embodiment of the application is as follows: when operating personnel pours into the concrete into to spacing plank 12 internal region, because bracing piece 1 is an overall structure, does not have the gap to make the concrete be difficult for oozing from bracing piece 1 is inside owing to the effect of thrust, thereby increased the leakproofness of system, improved off-the-shelf quality.
When the column formwork external corner splicing and slurry leakage prevention structure is assembled, an operator firstly inserts the limiting wood board 12 into the limiting plate 11 in a sliding manner, so that the first clamping hole 21 and the second clamping hole 22 are aligned, then holds the twisting block 4, inserts the clamping rod 2 into the first clamping hole 21 and the second clamping hole 22, and rotates the clamping rod 2, so that the clamping rod 2 is in threaded connection with the connecting hole 3; and finally, inserting the sealing glue layer 5 into the limiting wood board 12 and the limiting plate 11 to finish the installation.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a post template external corner piece prevents leaking thick liquid structure which characterized in that: the concrete support comprises a support rod (1), wherein a pair of limiting plates (11) are arranged on the side walls adjacent to the support rod (1), and a pair of limiting boards (12) used for limiting concrete are arranged in the limiting plates (11).
2. The column formwork external corner splicing slurry leakage prevention structure according to claim 1, characterized in that: the limiting plate (11) and the side wall of the supporting rod (1) are integrally formed.
3. The column formwork external corner splicing slurry leakage prevention structure according to claim 1, characterized in that: run through on spacing plank (12) and seted up first card and stop hole (21), one correspond on limiting plate (11) and seted up the second and stop hole (22), first card stops hole (21) and second and stops and insert jointly in hole (22) and be equipped with card and stop pole (2).
4. The column formwork external corner splicing slurry leakage prevention structure according to claim 3, wherein: be located the inboard limiting plate (11) have been seted up on being close to the lateral wall of spacing plank (12) and have been linked up hole (3), in blocking pole (2) were inserted and are located linked up hole (3), blocking pole (2) and linked up hole (3) threaded connection.
5. The column formwork external corner splicing slurry leakage prevention structure according to claim 4, wherein: one end of the blocking rod (2) far away from the connecting hole (3) is provided with a twisting block (4) which is convenient for an operator to twist the blocking rod (2).
6. The column formwork external corner splicing slurry leakage prevention structure according to claim 4, wherein: a plurality of first clamping holes (21), second clamping holes (22) and connecting holes (3) are formed.
7. The column formwork external corner splicing slurry leakage prevention structure according to claim 1, characterized in that: be provided with between limiting plate (11) sealing glue layer (5), sealing glue layer (5) and spacing plank (12) laminating setting.
8. The column formwork external corner splicing slurry leakage prevention structure according to claim 7, wherein: the sealing glue layer (5) is detachably connected with the limiting plate (11).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202122314191.7U CN215760460U (en) | 2021-09-23 | 2021-09-23 | Column formwork external corner splicing structure for preventing slurry leakage |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202122314191.7U CN215760460U (en) | 2021-09-23 | 2021-09-23 | Column formwork external corner splicing structure for preventing slurry leakage |
Publications (1)
Publication Number | Publication Date |
---|---|
CN215760460U true CN215760460U (en) | 2022-02-08 |
Family
ID=80090363
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202122314191.7U Active CN215760460U (en) | 2021-09-23 | 2021-09-23 | Column formwork external corner splicing structure for preventing slurry leakage |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN215760460U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114645617A (en) * | 2022-03-23 | 2022-06-21 | 中国五冶集团有限公司 | Building Information Modeling (BIM) -technology-based template internal and external corner slurry leakage prevention structure and construction method thereof |
-
2021
- 2021-09-23 CN CN202122314191.7U patent/CN215760460U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114645617A (en) * | 2022-03-23 | 2022-06-21 | 中国五冶集团有限公司 | Building Information Modeling (BIM) -technology-based template internal and external corner slurry leakage prevention structure and construction method thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN215760460U (en) | Column formwork external corner splicing structure for preventing slurry leakage | |
CN109972837A (en) | A kind of wooden frame template and its application method | |
CN109339292A (en) | A kind of shaped steel combination double steel plate combined concrete shear wall | |
CN112227404B (en) | Connecting system and connecting method for prefabricated superposed foundation and prefabricated superposed shear wall | |
CN212224608U (en) | Section bar for aluminum frame wood formwork, aluminum frame wood formwork and aluminum frame wood formwork assembly component | |
CN214272134U (en) | Basement unilateral side formwork system | |
CN211923525U (en) | Constructional column combined template at right-angle corner and wall joint of wall | |
CN210164095U (en) | Connecting joint of steel column and prefabricated plate | |
CN110469014B (en) | Formwork support keel connection reinforcing device for concrete pouring and disassembly-free heat preservation formwork | |
CN214143782U (en) | Combined pile foundation bearing platform mould | |
CN213742326U (en) | Building engineering construction template fastener | |
CN113802593A (en) | Assembly type KSC plate brick moulding bed reinforcing system | |
CN113323385A (en) | Constructional column formwork structure of T-shaped wall of closed space and formwork supporting method thereof | |
CN221168666U (en) | A formwork structure for super high-rise brickwork constructional column | |
CN112359873A (en) | Construction method of guide wall with haunch structure | |
CN217501018U (en) | Column wall template system of leak protection thick liquid | |
CN213898106U (en) | Fixing structure of basement outer wall post-cast strip single-sided template | |
CN218715085U (en) | Firm shaped steel wood combination constructional column template construction equipment | |
CN217461465U (en) | Wall post template additional strengthening | |
CN218815415U (en) | Precast shear wall I-steel preformed hole shutoff reinforcing apparatus that encorbelments | |
CN220868829U (en) | Pulling-on piece formula aluminum alloy template | |
CN220579812U (en) | Cylinder type concrete veneer template structure | |
CN215055305U (en) | Room is built buttress bottom mold sealing device | |
CN218668553U (en) | Be used for anti-reinforced (rfd) structure of bank template of concrete | |
CN216240682U (en) | Plug plate top bracing structure of tunnel secondary lining template |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |