CN210210853U - Quick-dismantling concrete pier column steel mould - Google Patents
Quick-dismantling concrete pier column steel mould Download PDFInfo
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- CN210210853U CN210210853U CN201920915748.2U CN201920915748U CN210210853U CN 210210853 U CN210210853 U CN 210210853U CN 201920915748 U CN201920915748 U CN 201920915748U CN 210210853 U CN210210853 U CN 210210853U
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- template
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- concrete pier
- pier stud
- supporting plate
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Abstract
The utility model discloses a quick detach concrete pier stud steel mould, the left side template and the right side template that set up including mirror symmetry and be used for connecting the fastening components of left side template and right side template, left side template and right side template are kept away from compound die faying face one side and are all provided with the walking subassembly that is used for driving left side template or right side template removal. The utility model provides a quick detach concrete pier stud steel mould, the installation, demolish and transport all simple and efficient, need not show improvement work efficiency with the help of other transport means to stability is good.
Description
Technical Field
The utility model relates to a concrete construction technical field, concretely relates to quick detach concrete pier stud steel mould.
Background
In road bridge municipal works, the road access & exit that road both sides or some restriction cars pass through can set up the anticollision way stake often, and the anticollision way stake often can adopt concrete anticollision pier stud, and it has two kinds of construction methods to build concrete anticollision pier stud: and carrying out batch preprocessing and then conveying to field installation or field installation of a mold for pouring concrete. No matter which kind of mode all need use the concrete pier stud steel mould, current concrete pier stud steel mould need install special supporting structure spare when using and guarantee its vertical fixed stay to when compound die or concrete solidification back separation steel mould before pouring, all need remove the transportation through other instruments, complex operation, the efficiency of construction is low.
Therefore, in order to solve the above problems, a quick-release concrete pier stud steel mold is needed, which is simple, convenient and quick to install, remove and transport, does not need to use other transport tools, obviously improves the working efficiency, and has good stability.
SUMMERY OF THE UTILITY MODEL
In view of this, the utility model aims at overcoming the defect among the prior art, providing quick detach concrete pier stud steel mould, the installation, demolish and transport all simple and efficient, need not show improvement work efficiency with the help of other transport means to stability is good.
The utility model discloses a quick detach concrete pier stud steel mould, including the left template and the right template that mirror symmetry set up and be used for connecting the fastening components of left template and right template, left side template and right template are kept away from compound die faying face one side and are all provided with the walking subassembly that is used for driving left template or right template and removes.
Furthermore, the front side and the rear side of the matched die joint surface of the left template and the right template extend outwards to form flanges which can be mutually attached.
Furthermore, the fastening assembly comprises a plurality of guide threaded rods and nuts, the guide threaded rods are fixed on the flange of the left template at intervals along the vertical direction, the nuts are respectively matched with the guide threaded rods, and through holes are formed in the flange of the right template corresponding to the guide threaded rods.
Furthermore, the walking assembly comprises a mounting base, an inclined supporting plate and a walking wheel; the mounting base is vertically fixed to the bottom of the left template or the bottom of the right template; one end of the inclined supporting plate is connected with the top of the left template or the right template, and the other end of the inclined supporting plate is connected with the mounting base to form a triangular stable structure; the walking wheel is arranged below the mounting base.
Furthermore, the walking wheels are at least three, and the plane formed by the lowest points of the walking wheels is flush with the bottom surfaces of the left template and the right template.
Furthermore, the walking component also comprises a handle arranged on one side of the inclined supporting plate, which is far away from the combined surface of the die.
Furthermore, the handle is a U-shaped pipe column made of hard pvc plastic, and two ends of the U-shaped pipe column are fixed on the inclined supporting plate through screws.
Furthermore, anti-skidding concave points are distributed on the handle.
Furthermore, the installation base and the inclined supporting plate are connected with the left template or the right template into a whole through welding, and the surfaces of the installation base and the inclined supporting plate are coated with antirust paint.
Furthermore, the height of the left template and the right template is 40cm-100 cm.
The utility model has the advantages that: the utility model discloses a quick detach concrete pier stud steel mould, conveniently remove left template and right template through the running assembly, it is fixed through fastening components behind two template compound dies, pour cement concrete toward the tubular structure that two templates formed again, treat in two templates cement concrete solidification back, can demolish fastening components, then remove left template and right template and make both separation, be applicable to workshop precast concrete anticollision pier stud simultaneously or pour the use at the job site, install during the use, demolish and transport all portably swiftly, need not be with the help of other transport means, show improvement work efficiency, and do not need additionally to install bearing structure, and stability is good.
Drawings
The invention will be further described with reference to the following figures and examples:
fig. 1 is a front view of the present invention;
fig. 2 is a top view of the present invention.
Detailed Description
Fig. 1 is a front view of the present invention, and fig. 2 is a top view of the present invention. As shown in fig. 1-2, the quick-release concrete pier stud steel mold in this embodiment includes a left template 1 and a right template 2 that are arranged in mirror symmetry, and a fastening assembly for connecting the left template 1 and the right template 2, where the left template 1 and the right template 2 are both provided with a traveling assembly for driving the left template 1 or the right template 2 to move away from a mold-closing joint surface. Remove left template 1 and right template 2 through the running assembly conveniently, it is fixed through fastening components after two template compound dies, pour cement concrete again toward the tubular structure that two templates formed, treat in two templates cement concrete solidification after, can demolish fastening components, then remove left template 1 and right template 2 and make both separations, be applicable to workshop precast concrete anticollision pier stud simultaneously or pour the use at the job site, installation during the use, demolish and transport all simple and convenient swift, need not be with the help of other transport means, show improvement work efficiency, and do not need additionally to install bearing structure, good stability.
In this embodiment, the front and rear sides of the mold closing joint surface of the left mold plate 1 and the right mold plate 2 both extend outwards to form flanges 3 which can be attached to each other. "outward" means a direction directed outward from the inside of the cylindrical structure formed by the left and right templates 1 and 2. The flanging 3 can be used for installing a fastening component, the area of a combined surface of the die can be increased, and the occurrence of slurry leakage of concrete is reduced.
In this embodiment, the fastening component includes a plurality of guiding threaded rods 4 fixed on the turn-ups 3 of the left template 1 at intervals along the vertical direction and nuts 5 respectively matched with the guiding threaded rods 4, and through holes are arranged on the turn-ups 3 of the right template 2 corresponding to the guiding threaded rods 4. One end of each guide threaded rod 4 is vertically fixed on one surface, attached to the right template 2, of the flange 3 of the left template 1, the other end of each guide threaded rod penetrates through the through hole, and then the left template 1 and the right template 2 are fixedly connected by screwing each nut 5. For cost saving, the guide threaded rod 4 may be a hexagon bolt. In order not to influence the close degree of the left template 1 and the right template 2, a plurality of threaded holes are formed in the left template 1 in the vertical direction, then each hexagon bolt is in threaded connection with each threaded hole, the hexagon bolt head is located on one side far away from the right template 2, and the hexagon bolt head is fixed with the left template 1 through welding. The guide threaded rod 4 can be used for connecting the left template 1 and the right template 2 on the one hand, and on the other hand can be convenient for the quick and accurate alignment position of two templates when the die is closed, so that the working efficiency is improved.
In this embodiment, the walking assembly includes a mounting base 6, an inclined supporting plate 7 and a walking wheel 8; the mounting base 6 is vertically fixed at the bottom of the left template 1 or the right template 2; one end of the inclined supporting plate 7 is connected with the top of the left template 1 or the right template 2, and the other end of the inclined supporting plate is connected with the mounting base 6 to form a triangular stable structure; the walking wheels 8 are arranged below the mounting base 6. The inclined supporting plate 7, the mounting base 6 and the left template 1 (or the right template 2) form a triangular stable structure, so that better stability performance is achieved when concrete is poured, and the condition that the templates incline or even turn on one side is reduced. The road wheel 8 preferably adopts a universal wheel with a braking function which can be directly purchased in the market, the movement is more flexible, and the braking function prevents the left template 1 and the right template 2 from moving when the fastening component is installed.
In this embodiment, the number of the walking wheels 8 is at least three, and a plane formed by the lowest points of the walking wheels 8 is flush with the bottom surfaces of the left template 1 and the right template 2. The preferred scheme sets up four walking wheels 8 for every installation base 6 below, and four walking wheels 8 become the rectangle and distribute. When the movable template is moved, the walking wheels 8 are rolled, the bottom surface of the template slides, and the operation is stable.
In this embodiment, the walking assembly further includes a handle 9 disposed on the side of the inclined supporting plate 7 away from the mold clamping combination surface. Set up the removal steel mould that handle 9 can be more convenient to control direction that can be better.
In this embodiment, the handle 9 is a U-shaped tubular column made of hard pvc plastic, and two ends of the U-shaped tubular column are fixed on the inclined supporting plate 7 through screws. The hard PVC plastic is firm and durable, and has good corrosion resistance. The screw passes through the inclined supporting plate 7 from the other side surface of the inclined supporting plate 7 and is in threaded connection with the end part of the U-shaped tubular column, so that the U-shaped tubular column is fixed.
In this embodiment, the handle 9 is distributed with anti-slip concave points. The anti-slip concave points increase the surface friction of the handle 9 and prevent the hand from slipping.
In this embodiment, installation base 6 and backup pad 7 connect into whole through welding and left template 1 or right template 2 to installation base 6 and backup pad 7 surface all are scribbled the anti-rust paint, prevent to rust to cause and influence steel mould normal use.
In this embodiment, the height of the left template 1 and the right template 2 is 40cm-100 cm. The specific height of the left template 1 and the right template 2 and the tubular structure formed by the two can be selected according to actual needs, for example, a prism tubular structure with the height of 80cm can be adopted when the left template and the right template are used for an overpass fence anti-collision pier, and a cylinder tubular structure with the height of 50cm is adopted when the left template and the right template are used for limiting a certain road access through which an automobile passes.
Finally, although the present invention has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that the present invention can be modified or replaced by other means without departing from the spirit and scope of the present invention, which should be construed as limited only by the appended claims.
Claims (10)
1. The utility model provides a quick detach concrete pier stud steel mould which characterized in that: the left template and the right template which are arranged in a mirror symmetry mode and a fastening assembly used for connecting the left template and the right template are included, and walking assemblies used for driving the left template or the right template to move are arranged on the sides, far away from the die assembly joint surface, of the left template and the right template.
2. The quick-release concrete pier stud steel die of claim 1, which is characterized in that: and the front side and the rear side of the die-assembling joint surface of the left template and the right template both extend outwards to form flanges which can be mutually attached.
3. The quick-release concrete pier stud steel die of claim 2, which is characterized in that: the fastening assembly comprises a plurality of guide threaded rods and nuts, the guide threaded rods are fixed on the flange of the left template at intervals in the vertical direction, the nuts are matched with the guide threaded rods respectively, and through holes are formed in the flange of the right template corresponding to the guide threaded rods.
4. The quick-release concrete pier stud steel die of claim 1, which is characterized in that: the walking component comprises a mounting base, an inclined supporting plate and walking wheels; the mounting base is vertically fixed to the bottom of the left template or the bottom of the right template; one end of the inclined supporting plate is connected with the top of the left template or the right template, and the other end of the inclined supporting plate is connected with the mounting base to form a triangular stable structure; the walking wheel is arranged below the mounting base.
5. The quick-release concrete pier stud steel die of claim 4, which is characterized in that: the walking wheels are at least three, and the plane formed by the lowest points of the walking wheels is flush with the bottom surfaces of the left template and the right template.
6. The quick-release concrete pier stud steel die of claim 4, which is characterized in that: the walking component also comprises a handle arranged on one side of the inclined supporting plate far away from the combined surface of the die.
7. The quick release concrete pier stud steel die of claim 6, which is characterized in that: the handle is a U-shaped pipe column made of hard pvc plastic, and two ends of the U-shaped pipe column are fixed on the inclined supporting plate through screws.
8. The quick release concrete pier stud steel die of claim 7, which is characterized in that: and anti-skid concave points are distributed on the handle.
9. The quick-release concrete pier stud steel die of claim 4, which is characterized in that: the installation base and the inclined supporting plate are connected with the left template or the right template into a whole through welding, and the surfaces of the installation base and the inclined supporting plate are coated with antirust paint.
10. The quick-release concrete pier stud steel die of claim 1, which is characterized in that: the height of the left template and the right template is 40cm-100 cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920915748.2U CN210210853U (en) | 2019-06-18 | 2019-06-18 | Quick-dismantling concrete pier column steel mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920915748.2U CN210210853U (en) | 2019-06-18 | 2019-06-18 | Quick-dismantling concrete pier column steel mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210210853U true CN210210853U (en) | 2020-03-31 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920915748.2U Expired - Fee Related CN210210853U (en) | 2019-06-18 | 2019-06-18 | Quick-dismantling concrete pier column steel mould |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210210853U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114683395A (en) * | 2022-04-18 | 2022-07-01 | 兰州理工大学 | Modular circular PC well chamber prefabricated template and construction assembling and disassembling method |
-
2019
- 2019-06-18 CN CN201920915748.2U patent/CN210210853U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114683395A (en) * | 2022-04-18 | 2022-07-01 | 兰州理工大学 | Modular circular PC well chamber prefabricated template and construction assembling and disassembling method |
| CN114683395B (en) * | 2022-04-18 | 2023-10-03 | 兰州理工大学 | Modularized circular PC well chamber prefabricated formwork and construction assembling and dismantling method |
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| Date | Code | Title | Description |
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| 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: 20200331 Termination date: 20210618 |