CN217678475U

CN217678475U - Slip form construction device for engineering super-high ditch

Info

Publication number: CN217678475U
Application number: CN202220060218.6U
Authority: CN
Inventors: 顾柱平; 牛云峰; 李红平
Original assignee: Anning Zhuping Construction Engineering Co ltd
Current assignee: Anning Zhuping Construction Engineering Co ltd
Priority date: 2022-01-11
Filing date: 2022-01-11
Publication date: 2022-10-28
Anticipated expiration: 2032-01-11

Abstract

The utility model provides a be used for engineering superelevation ditch slipform construction equipment. The slip form construction device for the engineering ultrahigh ditch comprises a bottom plate; the two vertical plates are fixedly mounted at the top of the bottom plate; the transverse plate is fixedly arranged at the tops of the two vertical plates; the first screw is installed on the transverse plate in a threaded manner; the top plate is rotatably arranged on the first screw rod; the two limiting rods are fixedly arranged at the bottom of the top plate and are connected with the transverse plate in a sliding manner; the two side mechanisms are arranged on the bottom plate; the angle adjusting mechanism is arranged on one side of the two side edge mechanisms, which are close to each other. The utility model provides a be used for engineering superelevation ditch slipform construction equipment has comparatively lightly, can adjust the lateral wall angle, can adjust the advantage of side length.

Description

Slip form construction device for engineering super-high ditch

Technical Field

The utility model relates to a slipform construction technical field especially relates to a be used for engineering superelevation ditch slipform construction equipment.

Background

The drainage ditch refers to a ditch which leads water collected in a side ditch, a catch basin and a low-lying part near a roadbed, a crop field and a house to the roadbed, the crop field and the house field. The design of the drainage ditch determines the depth and the distance of the field drainage ditches according to the engineering layout and the engineering standard of a drainage system, analyzes and calculates the flow, the water level, the section size and the engineering quantity of each level of drainage ditch and a building, and needs to use a sliding mode device to erect the bottom and the side wall of the ditch when constructing the drainage ditch.

However, the existing slip form construction device is often large in size and often has the problem that the existing slip form construction device is difficult to enter a field in many narrow road sections, and meanwhile, the existing slip form construction device is fixed in structure, often cannot adjust the angle of the side wall of the slip form, and is inconvenient.

Therefore, it is necessary to provide a slip form construction device for engineering super-high water ditches to solve the above technical problems.

SUMMERY OF THE UTILITY MODEL

The utility model provides a technical problem provide a be used for engineering superelevation ditch slipform construction equipment that has comparatively lightly, can adjust the lateral wall angle, can adjust side length.

In order to solve the technical problem, the utility model provides a be used for engineering superelevation ditch slipform construction equipment includes: a base plate; the two vertical plates are fixedly arranged at the top of the bottom plate; the transverse plate is fixedly arranged on the tops of the two vertical plates; the first screw is installed on the transverse plate in a threaded manner; the top plate is rotatably arranged on the first screw rod; the two limiting rods are fixedly arranged at the bottom of the top plate and are connected with the transverse plate in a sliding manner; the two side mechanisms are arranged on the bottom plate; and the angle adjusting mechanism is arranged on one side of the two side edge mechanisms, which are close to each other.

Preferably, the side mechanism comprises a side plate, a first limiting plate, a second screw, an inner sliding plate, a sliding block and an outer sliding plate, the side plate is hinged to the bottom plate, the first limiting plate and the second limiting plate are fixedly mounted on one side of the side plate, the second screw is rotatably mounted on the first limiting plate and the second limiting plate, the inner sliding plate is slidably mounted on the inner wall of the side plate, the sliding block is fixedly mounted on one side of the inner sliding plate, the sliding block is in threaded connection with the second screw, the outer sliding plate is fixedly mounted on the other side of the inner sliding plate, and the outer sliding plate is slidably connected with the other side of the side plate.

Preferably, angle adjustment mechanism includes two screw thread sleeve pipes, slide bar and two screw thread blocks, two the screw thread sleeve pipe articulates respectively two on the second limiting plate, the slide bar sets up two one side that the screw thread sleeve pipe is close to each other, two the screw thread block is threaded respectively and is installed two on the screw thread sheathed tube inner wall, two the screw thread block all with slide bar fixed connection.

Preferably, a hinge rod is fixedly sleeved on the sliding rod, and a first hand wheel is fixedly mounted at one end of each of the two second screw rods.

Preferably, the bottom of roof is matrix fixed mounting and has four supporting legs, four the bottom of supporting leg all is provided with the walking wheel.

Preferably, a second hand wheel is fixedly mounted at the top of the first screw, and two push-pull rods are fixedly mounted at the top of the top plate.

Compared with the prior art, the utility model provides a be used for engineering superelevation ditch slipform construction equipment has following beneficial effect:

the utility model provides a be used for engineering superelevation ditch slipform construction equipment, through two risers, diaphragm and first screw rod can drive the bottom plate and reciprocate, it reciprocates to drive two side mechanisms simultaneously, the slipform construction of ditch side not only can be carried out through two side mechanisms, the length of two side mechanisms can also be adjusted, the angle that can adjust two side mechanisms through angle adjustment mechanism, can drive the slide bar through the hinge pole and rotate, can drive the second screw rod through first hand wheel and rotate, not only can support the device through four supporting legs and four walking wheels, can also make the device lateral shifting, it rotates to drive first screw rod through the second hand wheel.

Drawings

Fig. 1 is a schematic structural view of a preferred embodiment of the slip-form construction device for engineering super-high gutters provided by the present invention;

FIG. 2 is an enlarged schematic view of portion A shown in FIG. 1;

fig. 3 is an enlarged schematic view of a portion B shown in fig. 1.

Reference numbers in the figures: 1. a base plate; 2. a vertical plate; 3. a transverse plate; 4. a first screw; 5. a top plate; 6. a limiting rod; 7. a side plate; 8. a first limit plate; 9. a second limiting plate; 10. a second screw; 11. an inner sliding plate; 12. a slider; 13. an outer sliding plate; 14. a threaded bushing; 15. a slide bar; 16. a thread block; 17. supporting legs; 18. and (5) traveling wheels.

Detailed Description

The present invention will be further described with reference to the accompanying drawings and embodiments.

Please refer to fig. 1-3, wherein fig. 1 is a schematic structural view of a preferred embodiment of the slip form construction device for engineering super high water ditch provided by the present invention; FIG. 2 is an enlarged view of portion A shown in FIG. 1; fig. 3 is an enlarged schematic view of a portion B shown in fig. 1. A slipform construction equipment for engineering super high ditch includes: a base plate 1; the two vertical plates 2 are fixedly arranged at the top of the bottom plate 1; the transverse plate 3 is fixedly arranged on the tops of the two vertical plates 2; the first screw rod 4 is installed on the transverse plate 3 in a threaded manner; the top plate 5 is rotatably arranged on the first screw rod 4; the two limiting rods 6 are fixedly arranged at the bottom of the top plate 5, and the two limiting rods 6 are in sliding connection with the transverse plate 3; the two side mechanisms are arranged on the bottom plate 1; the angle adjusting mechanism is arranged on one side of the two side edge mechanisms, which are close to each other.

The side mechanism comprises a side plate 7, a first limiting plate 8, a second limiting plate 9, a second screw rod 10, an inner sliding plate 11, a sliding block 12 and an outer sliding plate 13, the side plate 7 is hinged to the bottom plate 1, the first limiting plate 8 and the second limiting plate 9 are fixedly mounted on one side of the side plate 7, the second screw rod 10 is rotatably mounted on the first limiting plate 8 and the second limiting plate 9, the inner sliding plate 11 is slidably mounted on the inner wall of the side plate 7, the sliding block 12 is fixedly mounted on one side of the inner sliding plate 11, the sliding block 12 is in threaded connection with the second screw rod 10, the outer sliding plate 13 is fixedly mounted on the other side of the inner sliding plate 11, the outer sliding plate 13 is in sliding connection with the other side of the side plate 7, sliding formwork construction of the side of the ditch can be performed through the two side mechanisms, and the lengths of the two side mechanisms can be adjusted.

Angle adjustment mechanism includes two threaded sleeve pipes 14, slide bar 15 and two screw thread blocks 16, two threaded sleeve pipe 14 articulates respectively two on the second limiting plate 9, slide bar 15 sets up two one side that threaded sleeve pipe 14 is close to each other, two screw thread blocks 16 respectively the screw thread install two on threaded sleeve pipe 14's the inner wall, two screw thread blocks 16 all with slide bar 15 fixed connection can adjust the angle of two side mechanisms through angle adjustment mechanism.

The fixed cover is equipped with the transposition pole on the slide bar 15, two the equal fixed mounting of one end of second screw rod 10 has first hand wheel, can drive slide bar 15 through the transposition pole and rotate, can drive second screw rod 10 through first hand wheel and rotate.

The bottom of roof 5 is matrix fixed mounting and has four supporting legs 17, four the bottom of supporting leg 17 all is provided with walking wheel 18, not only can support the device through four supporting legs 17 and four walking wheels 18, can also make the device lateral shifting.

The top of the first screw rod 4 is fixedly provided with a second hand wheel, the top of the top plate 5 is fixedly provided with two push-pull rods, and the first screw rod 4 is driven to rotate through the second hand wheel.

The utility model provides a theory of operation for engineering superelevation ditch slipform construction equipment as follows:

when the device is used, the bottom plate 1 and the two side mechanisms of the device are placed in a drainage ditch, the device is supported by the four travelling wheels 18, the second hand wheel is rotated and drives the first screw rod 4 to rotate, the first screw rod 4 rotates and drives the transverse plate 3 to move up and down, the transverse plate 3 drives the two vertical plates 2 to move up and down, and the two vertical plates 2 drive the bottom plate 1 and the two side mechanisms to move up and down;

when the length of the side edge needs to be adjusted, a first hand wheel is shaken to drive a second screw rod 10 to rotate, the second screw rod 10 rotates to drive a sliding block 12 to move up and down, and the sliding block 12 drives an inner sliding plate 11 and an outer sliding plate 13 to move up and down to adjust the length of the side edge;

when the angles of the two side mechanisms need to be adjusted, the twisting rod is rotated, the twisting rod drives the sliding rod 15 to rotate, the sliding rod 15 rotates to drive the two thread blocks 16 to rotate, the two thread blocks 16 rotate to drive the two thread sleeves 14 to approach or separate from each other, and the two thread sleeves 14 drive the two second limiting plates 9 to approach or separate from each other to adjust the angles of the two side mechanisms;

after adjustment is completed, concrete is poured between the bottom plate 1 and the bottom of the ditch, then the concrete is poured between the two side mechanisms and the two sides of the ditch, and the two push-pull rods are pushed to drive the device to move so as to carry out slip form construction.

the utility model provides a be used for engineering superelevation ditch slipform construction equipment, through two risers 2, diaphragm 3 and first screw rod 4 can drive bottom plate 1 and reciprocate, it reciprocates to drive two side mechanisms simultaneously, the slipform construction of ditch side not only can be carried out through two side mechanisms, the length of two side mechanisms can also be adjusted, the angle that can adjust two side mechanisms through angular adjustment mechanism, can drive slide bar 15 through the hinge pole and rotate, can drive second screw rod 10 through first hand wheel and rotate, not only can support the device through four supporting legs 17 and four walking wheels 18, can also make the device lateral shifting, it rotates to drive first screw rod 4 through the second hand wheel.

The above-mentioned only be the embodiment of the present invention, not consequently the restriction of the patent scope of the present invention, all utilize the equivalent structure or equivalent flow transform made of the content of the specification and the attached drawings, or directly or indirectly use in other relevant technical fields, all including in the same way the patent protection scope of the present invention.

Claims

1. A slipform construction device for engineering super-high ditches is characterized by comprising:

a base plate;

the two vertical plates are fixedly arranged at the top of the bottom plate;

the transverse plate is fixedly arranged at the tops of the two vertical plates;

the first screw is installed on the transverse plate in a threaded manner;

the top plate is rotatably arranged on the first screw rod;

the two limiting rods are fixedly arranged at the bottom of the top plate and are connected with the transverse plate in a sliding manner;

the two side mechanisms are arranged on the bottom plate;

the angle adjusting mechanism is arranged on one side of the two side edge mechanisms, which are close to each other.

2. The slip form construction device for the engineering ultrahigh ditch according to claim 1, wherein the side mechanism comprises a side plate, a first limit plate, a second screw, an inner slide plate, a slide block and an outer slide plate, the side plate is hinged to the bottom plate, the first limit plate and the second limit plate are both fixedly mounted on one side of the side plate, the second screw is rotatably mounted on the first limit plate and the second limit plate, the inner slide plate is slidably mounted on the inner wall of the side plate, the slide block is fixedly mounted on one side of the inner slide plate, the slide block is in threaded connection with the second screw, the outer slide plate is fixedly mounted on the other side of the inner slide plate, and the outer slide plate is slidably connected with the other side of the side plate.

3. The sliding form construction device for the engineering ultrahigh ditch according to claim 2, wherein the angle adjusting mechanism comprises two threaded sleeves, a sliding rod and two threaded blocks, the two threaded sleeves are respectively hinged on the two second limiting plates, the sliding rod is arranged at one side where the two threaded sleeves are close to each other, the two threaded blocks are respectively installed on the inner walls of the two threaded sleeves in a threaded manner, and the two threaded blocks are both fixedly connected with the sliding rod.

4. The sliding form construction device for the ultrahigh project ditch as claimed in claim 3, wherein a twisting rod is fixedly sleeved on the sliding rod, and a first hand wheel is fixedly mounted at one end of each of the two second screw rods.

5. The slip form construction device for the engineering ultrahigh water ditch as claimed in claim 1, wherein four supporting legs are fixedly installed at the bottom of the top plate in a matrix manner, and walking wheels are arranged at the bottoms of the four supporting legs.

6. The slip form construction device for the engineering ultrahigh ditch according to claim 1, wherein a second hand wheel is fixedly installed at the top of the first screw rod, and two push-pull rods are fixedly installed at the top of the top plate.