CN220927528U - Bridge wet joint concrete placement mould - Google Patents
Bridge wet joint concrete placement mould Download PDFInfo
- Publication number
- CN220927528U CN220927528U CN202322522949.5U CN202322522949U CN220927528U CN 220927528 U CN220927528 U CN 220927528U CN 202322522949 U CN202322522949 U CN 202322522949U CN 220927528 U CN220927528 U CN 220927528U
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- Prior art keywords
- plate
- hole
- wet joint
- bottom plate
- joint concrete
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- 239000004567 concrete Substances 0.000 title claims abstract description 23
- 238000005266 casting Methods 0.000 claims description 5
- 230000008878 coupling Effects 0.000 claims 1
- 238000010168 coupling process Methods 0.000 claims 1
- 238000005859 coupling reaction Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 7
- 238000005267 amalgamation Methods 0.000 abstract description 3
- 238000003780 insertion Methods 0.000 abstract description 2
- 230000037431 insertion Effects 0.000 abstract description 2
- 238000002360 preparation method Methods 0.000 abstract description 2
- 238000010030 laminating Methods 0.000 abstract 1
- 230000003014 reinforcing effect Effects 0.000 description 5
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 4
- 235000017491 Bambusa tulda Nutrition 0.000 description 4
- 241001330002 Bambuseae Species 0.000 description 4
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 4
- 239000011425 bamboo Substances 0.000 description 4
- 239000011120 plywood Substances 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 239000011513 prestressed concrete Substances 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model belongs to the technical field of pouring dies, in particular to a bridge wet joint concrete pouring die which comprises a bottom plate, wherein a plurality of groups of first rotating blocks are fixedly connected to two sides of the bottom plate, a plurality of assembling plates are arranged on two sides of the bottom plate, three second rotating blocks are fixedly connected to the lower part of each assembling plate, and first insertion holes are formed in each first rotating block; through setting up the tooling plate, set up the tooling plate of suitable quantity according to seam length, with first rotating block and the crisscross setting of second rotating block, the tooling plate that the amalgamation was got up can reach suitable length, with first jack and second jack alignment back, insert the pivot, rotate the retainer ring to closely laminating with the bottom plate to fix its bottom side, rotate the tooling plate behind the vertical direction, insert the fastening frame in the fastening groove, fix the tooling plate opposite side, so can be according to seam length with the mould adjustment suitable length, reduced the required time of the suitable mould of preparation, improved the efficiency of construction.
Description
Technical Field
The utility model belongs to the technical field of pouring molds, and particularly relates to a bridge wet joint concrete pouring mold.
Background
The wet joint refers to the prefabrication of the prestressed concrete beam body in blocks, the cantilever is assembled into a large-span continuous beam, the beam bodies are connected into an integral joint by adopting cast-in-place concrete, and when the wet joint treatment is carried out, the concrete is usually required to be subjected to the shaping treatment by using a pouring die.
In the prior art, when wet joint treatment is carried out, diaphragm steel bars are required to be installed firstly, then a cavity surface of a mold is formed through a bamboo plywood, after the plate surface is reinforced through square timber, the bamboo plywood and the square timber are respectively arranged at corresponding positions of the predicted pouring diaphragms of two adjacent T beams, the square groove-shaped devices formed by the bamboo plywood and the square timber structure form front and back cavity surfaces and bottom surfaces of the diaphragm mold, simultaneously, the left and right cavity surfaces of the diaphragm mold are formed by the surfaces to be poured on the two adjacent T beams, finally, a diaphragm mold cavity is formed, finally, the bamboo plywood and the square timber cavity surfaces are reinforced through a pull rod, and pouring grooves are started after the reinforcing is completed.
In the prior art, the length of the bridge wet joint concrete pouring mould cannot be changed according to the length of the joint, so that a proper mould is required to be manufactured again according to the actual size before joint every time, time and labor are wasted, and the construction efficiency is reduced.
Therefore, a bridge wet joint concrete casting mold is proposed to solve the above problems.
Disclosure of utility model
In order to make up the defects in the prior art, the length of the bridge wet joint concrete pouring mould cannot be changed according to the width of the bridge, so that a proper mould is required to be manufactured again according to the actual size before each joint, time and labor are wasted, the problem of construction efficiency reduction is caused, and the bridge wet joint concrete pouring mould is provided.
The technical scheme adopted for solving the technical problems is as follows: the utility model discloses a bridge wet joint concrete pouring die, which comprises a bottom plate, wherein a plurality of groups of first rotating blocks are fixedly connected to two sides of the bottom plate, a plurality of assembling plates are arranged on two sides of the bottom plate, three second rotating blocks are fixedly connected to the lower part of each assembling plate, a first inserting hole is formed in each first rotating block, a second inserting hole is formed in each second rotating block, a rotating shaft is inserted into each first inserting hole, the rotating shaft is inserted into each second inserting hole, a guide hole is formed in each assembling plate, a guide rod is inserted into each guide hole, a plurality of limiting holes are formed in each guide rod, limiting columns are inserted into the corresponding limiting holes, one sides of the limiting columns are in contact with a vertical plate, a plurality of first threaded holes are formed in each guide rod, second threaded holes are formed in each limiting column, and bolts are connected in the first threaded holes in a threaded mode and are in threaded connection with the second threaded holes.
Preferably, two fixing strips are arranged on the bottom plate, two sliding grooves are arranged below the vertical plate, and the fixing strips are in sliding connection with the sliding grooves arranged below the vertical plate.
Preferably, the assembling plate is provided with a fastening groove, and a fastening frame is inserted into the fastening groove.
Preferably, one end of the rotating shaft is fixedly connected with a fixed plate, the other end of the rotating shaft is fixedly connected with a threaded column, and the threaded column is connected with a limit ring in a threaded manner.
Preferably, the first jack and the second jack have the same aperture, and the rotating shaft and the first jack have the same diameter.
Preferably, the vertical plate is provided with a plurality of round holes, and the round holes formed in the vertical plate are symmetrically arranged.
The utility model has the beneficial effects that:
The utility model provides a bridge wet joint concrete pouring die, which is characterized in that assembling plates are arranged, a proper number of assembling plates are arranged according to joint lengths, a first rotating block and a second rotating block are arranged in a staggered mode, the assembling plates which are spliced together can reach a proper length, after the first inserting holes and the second inserting holes are aligned, a rotating shaft is inserted, a limiting ring is rotated to be tightly attached to a bottom plate so as to fix the bottom side of the assembling plates, after the assembling plates are rotated to the vertical direction, a fastening frame is inserted into a fastening groove, and the other side of the assembling plates is fixed, so that the die can be adjusted to the proper length according to the joint lengths, the time required for manufacturing the proper die is shortened, and the construction efficiency is improved.
The utility model provides a bridge wet joint concrete pouring die, which is characterized in that a guide rod is arranged, a vertical plate is connected with a fixing strip in a sliding way through a sliding groove, when the vertical plate is in contact with one side of an assembly plate, the guide rod is inserted in the direction of a guide hole, a limit post is inserted into a proper limit hole after centering, one side of the limit post is in contact with the vertical plate to fix the vertical plate, a limit post and the guide rod are fixed by rotating a bolt, the limit post is prevented from being ejected out of the limit hole due to vibration, the assembly plate is fixed, a die cavity with proper size is formed, and the fixation of the assembly plate and the vertical plate can be enhanced.
Drawings
The accompanying drawings, which are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate embodiments of the utility model and together with the description serve to explain the utility model and do not constitute a limitation on the utility model. In the drawings:
FIG. 1 is a perspective view of the present utility model;
FIG. 2 is a perspective view of a base plate of the present utility model;
FIG. 3 is a perspective view of the assembly plate of the present utility model;
FIG. 4 is a perspective view of a riser in the present utility model;
FIG. 5 is a perspective view of a guide bar of the present utility model;
FIG. 6 is a perspective view of a spacing post of the present utility model;
Legend description:
1. A bottom plate; 2. a first rotating block; 3. assembling plates; 4. a second rotating block; 5. a first jack; 6. a second jack; 7. a rotating shaft; 8. a threaded column; 9. a limit ring; 10. a fastening groove; 11. a fastening frame; 12. a guide hole; 13. a guide rod; 14. a riser; 15. a limiting hole; 16. a limit column; 17. a first threaded hole; 18. a second threaded hole; 19. a bolt; 20. a fixing strip; 21. and a sliding groove.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Specific examples are given below.
Referring to fig. 1-6, the present utility model provides a bridge wet joint concrete pouring mold, which comprises a bottom plate 1, wherein a plurality of groups of first rotating blocks 2 are fixedly connected to two sides of the bottom plate 1, a plurality of assembling plates 3 are installed on two sides of the bottom plate 1, three second rotating blocks 4 are fixedly connected to the lower part of the assembling plates 3, a first inserting hole 5 is formed in the first rotating blocks 2, a second inserting hole 6 is formed in the second rotating blocks 4, a rotating shaft 7 is inserted into the first inserting hole 5, the rotating shaft 7 is inserted into the second inserting hole 6, a guide hole 12 is formed in the assembling plates 3, a guide rod 13 is inserted into the guide hole 12, a plurality of limiting holes 15 are formed in the guide rod 13, a limiting post 16 is inserted into the limiting holes 15, one side of the limiting post 16 is in contact with a vertical plate 14, a plurality of first threaded holes 17 are formed in the guide rod 13, a second threaded hole 18 is formed in the limiting post 16, a first threaded hole 19 is connected to the first threaded hole 17 in a threaded connection, and the second threaded hole 18 is connected to the first threaded hole 19 in a threaded connection.
During operation, set up the equipment board 3 of suitable quantity according to seam length, set up first rotating block 2 and second rotating block 4 crisscross, the equipment board 3 that the amalgamation was got up can reach suitable length, insert guide bar 13 along guide hole 12 direction, insert in the suitable spacing hole 15 with spacing post 16 after centering, spacing post 16 one side and riser 14 contact, fix it, rotate bolt 19 and fix spacing post 16 and guide bar 13, prevent to pop out spacing hole 15 because of vibrations messenger spacing post 16, insert the round hole of seting up on riser 14 with the reinforcing bar in, then pour the concrete into the die cavity that is formed by a plurality of equipment boards 3 and riser 14, can adjust the mould into suitable length according to seam length, the required time of preparation suitable mould has been reduced, construction efficiency has been improved.
Further, as shown in fig. 1, 2 and 4, two fixing strips 20 are provided on the bottom plate 1, two sliding grooves 21 are provided below the riser 14, and the fixing strips 20 are slidably connected in the sliding grooves 21 provided below the riser 14.
In operation, the riser 14 is slidably connected to the upper fixing strip 20 via the runner 21, and slid until the riser 14 contacts one side of the assembly plate 3, thereby forming a suitably sized cavity.
Further, as shown in fig. 1 and 3, the assembly plate 3 is provided with a fastening groove 10, and a fastening frame 11 is inserted into the fastening groove 10.
When the assembly plate 3 is rotated to the vertical direction during operation, the fastening frame 11 is inserted into the fastening groove 10 to fix the other side of the assembly plate 3, so that the effect of reinforcing and fixing is achieved, and errors generated during construction are reduced.
Further, as shown in fig. 1 and fig. 2, one end of the rotating shaft 7 is fixedly connected with a fixing plate, the other end of the rotating shaft 7 is fixedly connected with a threaded column 8, and the threaded column 8 is in threaded connection with a limit ring 9.
During operation, the rotating shaft 7 is inserted into the first jack 5 and the second jack 6, and when the fixed plate at one end of the rotating shaft 7 is in contact with the assembling plate 3, the limiting ring 9 is rotated until the limiting ring is tightly attached to the bottom plate 1, so that the bottom side of the limiting ring is fixed, and leakage is prevented during construction.
Further, as shown in fig. 1, 2 and 3, the apertures of the first jack 5 and the second jack 6 are the same, and the diameters of the rotating shaft 7 and the first jack 5 are the same.
In operation, the apertures of the first jack 5 and the second jack 6 are the same, and the first jack and the second jack are aligned and inserted into the rotating shaft 7.
Further, as shown in fig. 1 and fig. 4, the riser 14 is provided with a plurality of circular holes, and the circular holes formed in the riser 14 are symmetrically arranged.
In operation, the round holes formed in the risers 14 allow for insertion of reinforcing bars to strengthen the strength of the formed concrete at the wet joints.
Working principle: according to the assembled plate 3 that seam length set up suitable quantity, set up the crisscross setting of first rotating block 2 and second rotating block 4, the assembled plate 3 that the amalgamation gets up can reach suitable length, with first jack 5 and second jack 6 align the back, insert pivot 7, rotate spacing collar 9 to closely laminate with bottom plate 1, in order to fix its bottom side, rotate the back of assembled plate 3 to vertical orientation, insert fastening frame 11 in fastening groove 10, fix the opposite side of assembled plate 3, pass through spout 21 sliding connection top dead strip 20 with riser 14, when sliding to riser 14 and assembled plate 3 one side contact, insert guide bar 13 along guiding hole 12 direction, insert suitable spacing hole 15 with spacing post 16 after centering, spacing post 16 one side contacts with riser 14, fix it, rotate bolt 19 and fix spacing post 16 and guide bar 13, prevent to make spacing post 16 pop out spacing hole 15 because of vibrations, with the reinforcing bar insert in the round hole of seting up on riser 14, then pour concrete into the die cavity that forms by a plurality of groups 3 and riser 14, pull down the mode of inserting the spacing post 16 into the side of 13, take out the side of the 13 after the counter-rotating frame is followed by removing the fixed plate 16, take out the spacing post 14 from the mode of the side plate 1 or take out the fixed post 14, take out the spacing post 16 and take out the counter-up the mode from the side of the side plate 1, take out the spacing post 16 and take out the spacing post from the side is 13, and the fixed post is 13.
The foregoing has shown and described the basic principles, principal features and advantages of the utility model. It will be understood by those skilled in the art that the present utility model is not limited to the embodiments described above, and that the above embodiments and descriptions are merely illustrative of the principles of the present utility model, and various changes and modifications may be made without departing from the spirit and scope of the utility model, which is defined in the appended claims.
Claims (6)
1. The utility model provides a bridge wet joint concrete placement mould, includes bottom plate (1), bottom plate (1) both sides rigid coupling has multiunit first rotating block (2), a plurality of kludge (3), its characterized in that are installed to bottom plate (1) both sides: three second rotating blocks (4) are fixedly connected below the assembling plate (3), a first inserting hole (5) is formed in the first rotating block (2), a second inserting hole (6) is formed in the second rotating block (4), a rotating shaft (7) is arranged in the first inserting hole (5) in an inserted mode, the rotating shaft (7) is arranged in the second inserting hole (6) in an inserted mode, a guide hole (12) is formed in the assembling plate (3), a guide rod (13) is arranged in the guide hole (12) in an inserted mode, a plurality of spacing holes (15) have been seted up on guide bar (13), spacing hole (15) interpolation is equipped with spacing post (16), spacing post (16) one side and riser (14) contact, a plurality of first screw holes (17) have been seted up on guide bar (13), second screw hole (18) have been seted up on spacing post (16), first screw hole (17) internal thread connection has bolt (19), bolt (19) and second screw hole (18) threaded connection.
2. The bridge wet joint concrete casting mold according to claim 1, wherein: two fixing strips (20) are arranged on the bottom plate (1), two sliding grooves (21) are arranged below the vertical plate (14), and the fixing strips (20) are connected in the sliding grooves (21) arranged below the vertical plate (14) in a sliding mode.
3. The bridge wet joint concrete casting mold according to claim 2, wherein: the assembly plate (3) is provided with a fastening groove (10), and a fastening frame (11) is inserted into the fastening groove (10).
4. A bridge wet joint concrete placement mold as defined in claim 3, wherein: one end of the rotating shaft (7) is fixedly connected with a fixed plate, the other end of the rotating shaft (7) is fixedly connected with a threaded column (8), and the threaded column (8) is connected with a limit ring (9) in a threaded manner.
5. The bridge wet joint concrete casting mold according to claim 4, wherein: the diameters of the first jack (5) and the second jack (6) are the same, and the diameters of the rotating shaft (7) and the first jack (5) are the same.
6. The bridge wet joint concrete casting mold according to claim 5, wherein: a plurality of round holes are formed in the vertical plate (14), and the round holes formed in the vertical plate (14) are symmetrically arranged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322522949.5U CN220927528U (en) | 2023-09-15 | 2023-09-15 | Bridge wet joint concrete placement mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322522949.5U CN220927528U (en) | 2023-09-15 | 2023-09-15 | Bridge wet joint concrete placement mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220927528U true CN220927528U (en) | 2024-05-10 |
Family
ID=90961711
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322522949.5U Active CN220927528U (en) | 2023-09-15 | 2023-09-15 | Bridge wet joint concrete placement mould |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220927528U (en) |
-
2023
- 2023-09-15 CN CN202322522949.5U patent/CN220927528U/en active Active
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| GR01 | Patent grant |