CN216948064U - Sliding template assembly for river retaining wall - Google Patents
Sliding template assembly for river retaining wall Download PDFInfo
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- CN216948064U CN216948064U CN202122188173.9U CN202122188173U CN216948064U CN 216948064 U CN216948064 U CN 216948064U CN 202122188173 U CN202122188173 U CN 202122188173U CN 216948064 U CN216948064 U CN 216948064U
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- 239000004568 cement Substances 0.000 claims abstract description 23
- 230000003014 reinforcing effect Effects 0.000 claims description 8
- 238000009415 formwork Methods 0.000 claims description 7
- 238000010276 construction Methods 0.000 description 18
- 230000008901 benefit Effects 0.000 description 7
- 238000004519 manufacturing process Methods 0.000 description 6
- 238000005516 engineering process Methods 0.000 description 5
- 230000009471 action Effects 0.000 description 3
- 238000007711 solidification Methods 0.000 description 3
- 230000008023 solidification Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000026058 directional locomotion Effects 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 238000009751 slip forming Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/40—Protecting water resources
- Y02A20/402—River restoration
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Abstract
The utility model discloses a sliding template assembly for a river channel retaining wall, which comprises a cement surface, a truss and a rear plate, wherein four sliding rails are fixedly installed at the bottom end of the truss, two guide rails are movably sleeved on the inner sides of the four sliding rails, two moving wheels are movably installed at the bottoms of the four sliding rails, two groups of supporting columns are hinged on the inner side of the top of the truss, sliding grooves are formed in the opposite sides of the two groups of supporting columns, top plates are hinged at the tops of the two groups of supporting columns, a winch is movably installed at the top of each top plate, and side plates are movably installed on the two sides of the rear plate. Through the fastening bolt and the nut sleeve, the fastening bolt can provide fixed support for the upper concave plate and the lower concave plate, and during operation of a large dam body, the fastening bolt can be hinged inside the side plate to provide stronger supporting force for the side plate, the upper concave plate and the lower concave plate are integrated with the side plate through the nut sleeve in a fastening and hinging mode, the strength of bearing force is increased, and collapse during operation is prevented.
Description
Technical Field
The utility model belongs to the technical field of sliding forms, and particularly relates to a sliding template assembly for a river course retaining wall.
Background
The slip form is a structural forming of a slow moving template, generally a fixed-size forming template, and is pulled by a traction device, the slip form engineering technology is a construction technology with high mechanization degree, high construction speed, less site occupation, strong structural integrity, good anti-seismic performance, safe operation guarantee and obvious environmental and economic comprehensive benefits in the construction of cast-in-place concrete structure engineering in China, generally referred to as the slip form for short, a template sleeve groove depends on the action of a lifting machine, the slip form construction technology is used as an efficient and rapid mechanical construction mode of a modern (reinforced) concrete engineering structure, has wide application in all industries of civil construction engineering, and can be used for rapid and efficient construction manufacture or production by adopting the slip form technology as long as the concrete structure has a regular geometric section with unchanged boundary in a certain direction, and can be used for rapid and efficient construction manufacture or production on concrete structures with various regular geometric sections, the slip form technology shows infinite power, the construction economy and safety of the concrete structure are greatly improved, and the construction and manufacturing efficiency is multiplied.
In the construction process of a river channel, the river bank is generally built in a concrete pouring mode, a large-scale mold is adopted for demolding in the traditional construction method, various hoisting devices are needed in the mode, the operation efficiency is greatly limited by the site, the labor intensity of operators is increased, the traditional slip-form operation mode is changed, and the slip-form assembly for the river channel retaining wall is provided.
SUMMERY OF THE UTILITY MODEL
Aiming at the defects in the prior art, the utility model aims to provide a sliding template assembly for a river channel retaining wall, and solves the problems that the operation efficiency is greatly limited by a site and the labor intensity of operators is increased.
In order to achieve the purpose, the utility model provides a sliding template assembly for a river course retaining wall, which comprises a cement surface, a truss and a rear plate, wherein four sliding rails are fixedly arranged at the bottom end of the truss, two guide rails are movably sleeved at the inner sides of the four sliding rails, two moving wheels are movably arranged at the bottoms of the four sliding rails, two groups of supporting columns are hinged at the inner side of the top of the truss, sliding grooves are respectively formed in the opposite sides of the two groups of supporting columns, top plates are respectively hinged at the tops of the two groups of supporting columns, a winch is movably arranged at the top of each top plate, side plates are respectively movably arranged at the two sides of the rear plate, inclined plates are movably arranged at the opposite sides of the side plates far away from the rear plate, exhaust pipes are movably arranged at the bottoms of the inclined plates, threaded pistons are movably arranged in the exhaust pipes, four first N-shaped plates are respectively movably arranged at the two sides of the rear plate, lower concave plates are respectively hinged in the four first N-shaped plates, four second N word boards, four are all articulated to the inside of second N word board has last concave plate all to the both sides of swash plate movable mounting.
Preferably, the two guide rails are movably mounted on the top of the cement surface through bolts, and the two guide rails are linearly and parallelly distributed on the top of the cement surface.
By adopting the technical scheme, the dam foundation construction method has the advantages that the cement foundation can be linearly constructed in the river channel operation area, then the dam body is poured on the cement foundation, and the guide rail is convenient for splicing the moving device.
Preferably, the two moving wheels and the guide rail are linearly and parallelly distributed, and the moving directions of the two moving wheels are consistent.
Through adopting above-mentioned technical scheme, the advantage lies in that to remove the wheel and remove the support for truss and slide rail, is convenient for slide under the spacing of guide rail.
Preferably, a sliding wheel is movably mounted inside the sliding groove.
Through adopting above-mentioned technical scheme, the advantage lies in that the movable pulley effect is when the hoist engine hoists the mould device, prevents cable wire and truss production friction for it provides the support, increases hoist and mount efficiency.
Preferably, reinforcing frames are fixedly mounted on the outer sides of the inclined plates, the side plates and the rear plate.
By adopting the technical scheme, the reinforcing frame has the advantages that the reinforcing frame is used for reinforcing the inclined plate, the side plate and the rear plate respectively, and the moment is born when pouring is facilitated, so that the compressive capacity is increased.
Preferably, the equal fixed mounting in top of swash plate and back plate has articulated piece, the inside of articulated piece articulates there is the hinge bar, articulated piece is linear evenly distributed at the top of swash plate and back plate, the blast pipe is linear evenly distributed in the inside of swash plate bottom.
Through adopting above-mentioned technical scheme, the advantage lies in that articulated piece and hinge bar carry on spacingly with swash plate and back plate top, prevent that the top from taking place to deflect, and can adjust the height and the gradient of dam body.
Preferably, two fastening bolts are movably mounted on opposite sides of the lower concave plate and the upper concave plate, nut sleeves are hinged to outer sides of the two fastening bolts, positions of the four first N-shaped plates correspond to positions of the second N-shaped plate, and the fastening bolts penetrate through the inner portions of the first N-shaped plate and the second N-shaped plate in a hinged mode and extend to outer sides of the side plates.
Through adopting above-mentioned technical scheme, the advantage lies in that fastening bolt is convenient for with last concave plate and lower concave plate centre gripping steady in the outside of curb plate to first N word board and second N word board provide articulated axis of rotation for going up concave plate and lower concave plate, and the fastening bolt of being convenient for fixes the relative position at first N word board and second N word board respectively with last concave plate and lower concave plate.
Compared with the prior art, the utility model has the beneficial effects that:
1. through the arranged cement surface, during operation, linear cement bases are built in a river channel operation area, guide rails are arranged on the top of the cement surface in parallel through bolts after solidification, the inclined plate, the side plates and the rear plate are spliced, pouring operation is started, when concrete is poured on the inner sides of the inclined plate, the side plates and the rear plate, a threaded piston is screwed by an exhaust pipe at the bottom according to requirements to release pressure and exhaust for concrete extrusion at the bottom to prevent silting, air bubbles are exhausted through a vibrator and the like, after internal concrete is solidified, a winch is started to lift a mold formed by the inclined plate, the side plates and the rear plate and adjust the position of the mold, secondary grafting pouring is carried out, so that the dam construction height reaches the requirements, the scheme can effectively carry out slip form pouring operation, the pouring height of the mold can be adjusted according to requirements, and after the height reaches the required height, a truss can be transferred and removed from one side plate, And the next pouring and splicing are carried out, so that the operation efficiency is increased, and the labor intensity of operators is reduced.
2. Through the fastening bolt and the nut sleeve, the fastening bolt can provide fixed support for the upper concave plate and the lower concave plate, and during operation of a large dam body, the fastening bolt can be hinged inside the side plate to provide stronger supporting force for the side plate, the upper concave plate and the lower concave plate are integrated with the side plate through the nut sleeve in a fastening and hinging mode, the strength of bearing force is increased, and collapse during operation is prevented.
Drawings
FIG. 1 is a front perspective structural view of the present invention;
FIG. 2 is a schematic diagram of a rear perspective structure according to the present invention;
FIG. 3 is a schematic right sectional view of the present invention;
FIG. 4 is an enlarged schematic view of the structure at A in FIG. 1 according to the present invention;
FIG. 5 is an enlarged view of the structure at B in FIG. 1 according to the present invention;
fig. 6 is an enlarged schematic view of the structure of fig. 3 at C according to the present invention.
In the figure: 1. a cement surface; 2. a concave plate; 3. fastening a bolt; 4. a first N-shaped plate; 5. an upper concave plate; 6. a side plate; 7. a top plate; 8. a winch; 9. a hinged block; 10. a chute; 11. a pillar; 12. an exhaust pipe; 13. a threaded piston; 14. a moving wheel; 15. a sliding wheel; 16. a truss; 17. a hinged lever; 18. a slide rail; 19. a guide rail; 20. a sloping plate; 21. a reinforcing frame; 22. a nut sleeve; 23. a second N-shaped plate; 24. a back plate.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
The first embodiment is as follows:
referring to fig. 1-6, the sliding template assembly for a river retaining wall of the utility model comprises a cement surface 1, a truss 16 and a back plate 24, wherein four sliding rails 18 are fixedly installed at the bottom end of the truss 16, two guide rails 19 are movably sleeved at the inner sides of the four sliding rails 18, two moving wheels 14 are movably installed at the bottoms of the four sliding rails 18, two groups of struts 11 are hinged at the inner side of the top of the truss 16, sliding grooves 10 are respectively formed at the opposite sides of the two groups of struts 11, top plates 7 are hinged at the tops of the two groups of struts 11, a winch 8 is movably installed at the top of each top plate 7, side plates 6 are movably installed at the two sides of the back plate 24, inclined plates 20 are movably installed at the opposite sides of each side plate 6 far away from the back plate 24, exhaust pipes 12 are movably installed at the bottoms of the inclined plates 20, threaded pistons 13 are movably installed inside the exhaust pipes 12, four first N-shaped plates 4 are movably installed at the two sides of the back plate 24, the inside of four first N word boards 4 all articulates there is concave board 2 down, and the equal movable mounting in both sides of swash plate 20 has four second N word boards 23, and the inside of four second N word boards 23 all articulates there is last concave board 5, and two guide rails 19 pass through bolt movable mounting at the top of cement face 1, and two guide rails 19 are linear parallel distribution at the top of cement face 1.
In the embodiment, through the arranged cement surface 1, during operation, a linear cement base is built in a river channel operation area, after solidification, a guide rail 19 is arranged on the top of the cement surface 1 in parallel through bolts, splicing is carried out according to operation requirements, then sliding is carried out on the outer side of the guide rail 19 through a sliding slide rail 18, and a truss 16 is moved under the action of a matched moving wheel 14, so that the truss 16 reaches the operation area, a winch 8 is respectively used for hoisting and splicing an inclined plate 20, a side plate 6 and a back plate 24, a hinge rod 17 is hinged into a hinge block 9 to carry out limiting support on the positions of the inclined plate 20 and the back plate 24, then the side plate 6 is respectively attached to one side of the inclined plate 20 and one side of the back plate 24, further, an upper concave plate 5 and a lower concave plate 2 which are hinged to the inner sides of a first N-shaped plate 4 and a second N-shaped plate 23 are respectively rotated to be attached to the outer side of the side plate 6, and the first N-shaped plate 4 and the second N-shaped plate 23 are respectively hinged through the upper concave plate 5 and the lower concave plate 2 through a fastening bolt 3 Finally, the nut sleeve 22 is hinged to fix the relative position of the nut sleeve on the outer side of the side plate 6 to provide a certain outer side support for the side plate 6, so as to start pouring operation, when concrete is poured on the inner sides of the inclined plate 20, the side plate 6 and the rear plate 24, the exhaust pipe 12 at the bottom twists the threaded piston 13 according to requirements to extrude and release pressure and exhaust air for preventing clogging of the concrete at the bottom, then an oscillator is used for exhausting air bubbles and the like, after the internal concrete is solidified, the winch 8 is started to lift the mould formed by the inclined plate 20, the side plate 6 and the rear plate 24 and adjust the position of the mould, secondary grafting pouring is carried out, so that the dam construction height reaches the requirement, the scheme can effectively carry out slip form pouring operation, can adjust the height of the mould pouring according to the requirement, and can carry out the transfer of the truss 16 and the removal of the side plate 6 after the height reaches the next pouring, the working efficiency is increased, and the labor intensity of operators is reduced.
Example two:
as shown in fig. 1 to 6, on the basis of the first embodiment, the present invention provides a technical solution: the two moving wheels 14 and the guide rail 19 are linearly and parallelly distributed, the moving directions of the two moving wheels 14 are consistent, the sliding wheels 15 are movably arranged in the sliding chute 10, and the reinforcing frame 21 is fixedly arranged on the outer sides of the inclined plate 20, the side plate 6 and the rear plate 24.
In this embodiment, the movable wheel 14 is convenient for support the directional movement of the slide rail 18, and cooperate the position of 19 concatenation at operation cement face 1 of guide rail, increase the operating efficiency, movable wheel 15 is convenient for hoist engine 8 when hoisting structure, separate the cable wire with truss 16 and prevent the damage, and movable wheel 15 slides in spout 10 can be when initial hoisting splicing structure, facilitate, and it is spacing to receive the dam body after pouring the shaping when the grafting is hoisted, movable wheel 15 can not remove by a wide margin, reinforcing frame 21 has increased the convenience of operation, for wholly providing intensity, prevent that deformation from increasing and pour efficiency.
Example three:
as shown in fig. 1 to 6, on the basis of the first embodiment and the second embodiment, the present invention provides a technical solution: the top of swash plate 20 and back plate 24 all fixed mounting has articulated piece 9, and the inside of articulated piece 9 articulates there is articulated pole 17, and articulated piece 9 is linear evenly distributed at the top of swash plate 20 and back plate 24, and blast pipe 12 is linear evenly distributed in the inside of swash plate 20 bottom, and two fastening bolt 3 are installed to the opposite side movable mounting of lower recess plate 2 and last recess plate 5.
In this embodiment, articulated piece 9 and blast pipe 12 set up the quantity according to the length of dam body construction and the length of mould, so that the cooperation operation, articulated piece 9 and articulated rod 17 articulate swash plate 20 and back plate 24's specific position and angle and support spacingly, adaptability has been increased, fastening bolt 3 is used for fastening curb plate 6 in the both sides of swash plate 20 and back plate 24, and the corresponding fastening structure's of being convenient for installation in first N word board 4 and second N word board 23 position, weld respectively in swash plate 20 and back plate 24 both sides when first N word board 4 and second N word board 23 pass through bolt installation or large-scale dam body construction respectively simultaneously, can increase strength when being convenient for the adjustment, adaptability is good.
Example four:
as shown in fig. 1 to 6, on the basis of the first embodiment, the second embodiment and the third embodiment, the present invention provides a technical solution: the outer sides of the two fastening bolts 3 are hinged with nut sleeves 22, the positions of the four first N-shaped plates 4 correspond to the position of the second N-shaped plate 23, and the fastening bolts 3 penetrate through the first N-shaped plates 4 and the second N-shaped plate 23 in a hinged mode and extend to the outer side of the side plate 6.
In the embodiment, the fastening bolt 3 can provide fixed support for the upper concave plate 5 and the lower concave plate 2 through the fastening bolt 3 and the nut sleeve 22, and when a large dam works, the fastening bolt 3 can be hinged on the side plate 6 or hinged into the inclined plate 20 and the back plate 24 through a structure to provide stronger supporting force for the side plate 6, the upper concave plate 5, the lower concave plate 2 and the side plate 6 are integrated through the fastening and hinging of the nut sleeve 22, so that the strength of bearing force is increased, the collapse during the working is prevented, the length of the upper concave plate 5 and the length of the lower concave plate 2 are adjusted according to the inclination of the inclined plate 20, and the inclination angle of the fastening inclined plate 20 is convenient to adapt to the dam construction.
The working principle and the using process of the utility model are as follows: during operation, firstly, a linear cement base is built in a river channel operation area, then after solidification, a guide rail 19 is parallelly installed on the top of a cement surface 1 through bolts, splicing is carried out according to operation requirements, then, the linear cement base slides on the outer side of the guide rail 19 through a sliding slide rail 18, a truss 16 is moved under the action of a movable wheel 14 in a matching mode, the truss 16 reaches the operation area, a winch 8 is respectively hoisted and spliced with an inclined plate 20, a side plate 6 and a rear plate 24, then, a hinge rod 17 is hinged into a hinge block 9 to carry out limiting support on the positions of the inclined plate 20 and the rear plate 24, then, the side plate 6 is respectively attached to one side of the inclined plate 20 and one side of the rear plate 24, then, an upper concave plate 5 and a lower concave plate 2 hinged to the inner sides of a first N-shaped plate 4 and a second N-shaped plate 23 are respectively rotated to be attached to the outer sides of the side plate 6, and the first N-shaped plate 4 and the second N-shaped plate 23 are respectively hinged to penetrate through the upper concave plate 5 and the lower concave plate 2 through a fastening bolt 3, finally, the nut sleeve 22 is hinged to enable the relative position of the nut sleeve to be fixed on the outer side of the side plate 6, a certain outer side support is provided for the side plate 6, so that pouring operation is started, when concrete is poured on the inner sides of the inclined plate 20, the side plate 6 and the rear plate 24, the exhaust pipe 12 at the bottom is screwed on the threaded piston 13 according to requirements to extrude and release pressure and exhaust air for preventing clogging, then an oscillator is used for exhausting air bubbles and the like, after the internal concrete is solidified, the winch 8 is started to lift the mould formed by the inclined plate 20, the side plate 6 and the rear plate 24 and adjust the position of the mould, second grafting pouring is carried out, so that the dam construction height reaches the requirement, the sliding formwork pouring operation can be effectively carried out, the height of the mould pouring can be adjusted according to the requirement, and after the height reaches the truss 16 can be transferred, one side plate 6 is removed, and the next pouring splicing can be carried out, the working efficiency is increased, and the labor intensity of operators is reduced.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. A sliding template component for a river channel retaining wall comprises a cement surface, a truss and a rear plate, and is characterized in that four sliding rails are fixedly mounted at the bottom end of the truss, two guide rails are movably sleeved at the inner sides of the four sliding rails, two moving wheels are movably mounted at the bottoms of the four sliding rails, two groups of supports are hinged at the inner sides of the top of the truss, sliding grooves are formed in opposite sides of the two groups of supports, a top plate is hinged at the tops of the two groups of supports, a winch is movably mounted at the top of the top plate, side plates are movably mounted at two sides of the rear plate, inclined plates are movably mounted at opposite sides of the side plates far away from the rear plate, exhaust pipes are movably mounted at the bottoms of the inclined plates, threaded pistons are movably mounted in the exhaust pipes, four first N-shaped plates are movably mounted at two sides of the rear plate, lower concave plates are hinged in the first N-shaped plates, four second N word boards, four are all articulated to the inside of second N word board has last concave plate all to the both sides of swash plate movable mounting.
2. The sliding formwork assembly for river retaining wall as claimed in claim 1, wherein two of the guide rails are movably installed on the top of the cement surface by bolts, and the two guide rails are linearly and parallelly distributed on the top of the cement surface.
3. The sliding formwork assembly for river retaining wall as claimed in claim 1, wherein the two moving wheels are linearly parallel to the guide rail and the moving direction of the two moving wheels is the same.
4. The sliding formwork assembly for a river retaining wall according to claim 1, wherein a sliding wheel is movably installed inside the sliding groove.
5. The sliding formwork assembly for a river retaining wall according to claim 1, wherein reinforcing frames are fixedly installed at the outer sides of the inclined plates, the side plates and the rear plate.
6. The sliding formwork assembly for a river course retaining wall according to claim 1, wherein the top of each of the inclined plate and the back plate is fixedly provided with a hinge block, the inside of the hinge block is hinged with a hinge rod, the hinge blocks are linearly and uniformly distributed on the top of the inclined plate and the top of the back plate, and the exhaust pipes are linearly and uniformly distributed on the inside of the bottom of the inclined plate.
7. The sliding formwork assembly for a river course retaining wall according to claim 1, wherein two fastening bolts are movably installed at opposite sides of the lower concave plate and the upper concave plate, the outer sides of the two fastening bolts are hinged with nut sleeves, the positions of the four first N-shaped plates correspond to the positions of the second N-shaped plates, and the fastening bolts are hinged to penetrate through the inner parts of the first N-shaped plates and the second N-shaped plates and extend to the outer sides of the side plates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122188173.9U CN216948064U (en) | 2021-09-10 | 2021-09-10 | Sliding template assembly for river retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122188173.9U CN216948064U (en) | 2021-09-10 | 2021-09-10 | Sliding template assembly for river retaining wall |
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| Publication Number | Publication Date |
|---|---|
| CN216948064U true CN216948064U (en) | 2022-07-12 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122188173.9U Active CN216948064U (en) | 2021-09-10 | 2021-09-10 | Sliding template assembly for river retaining wall |
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|---|---|
| CN (1) | CN216948064U (en) |
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2021
- 2021-09-10 CN CN202122188173.9U patent/CN216948064U/en active Active
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