CN116657631A - Supporting device and deviation correcting method thereof - Google Patents

Supporting device and deviation correcting method thereof Download PDF

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Publication number
CN116657631A
CN116657631A CN202310823585.6A CN202310823585A CN116657631A CN 116657631 A CN116657631 A CN 116657631A CN 202310823585 A CN202310823585 A CN 202310823585A CN 116657631 A CN116657631 A CN 116657631A
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CN
China
Prior art keywords
short
long
supporting
inner sleeve
layer
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CN202310823585.6A
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Chinese (zh)
Inventor
张海涛
王庆楠
曹振彪
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China Railway Construction Heavy Industry Group Co Ltd
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China Railway Construction Heavy Industry Group Co Ltd
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Priority to CN202310823585.6A priority Critical patent/CN116657631A/en
Publication of CN116657631A publication Critical patent/CN116657631A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • E02D17/207Securing of slopes or inclines with means incorporating sheet piles or piles
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D35/00Straightening, lifting, or lowering of foundation structures or of constructions erected on foundations
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/23Dune restoration or creation; Cliff stabilisation

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Application Of Or Painting With Fluid Materials (AREA)

Abstract

The application provides a supporting device and a deviation correcting method thereof, wherein the supporting device comprises an upper layer supporting shoe assembly and a lower layer supporting shoe assembly; the upper layer support shoe assembly and the lower layer support shoe assembly are arranged on bases arranged in the anti-slide pile pore-forming mode at intervals along the height direction of the anti-slide pile pore-forming equipment, the upper layer support shoe assembly is arranged close to the opening of the pile hole, and the lower layer support shoe assembly is arranged close to the bottom of the pile hole; the upper layer supporting shoe assembly comprises a plurality of upper layer supporting shoes, and at least part of the upper layer supporting shoes extend towards different directions; the lower layer support shoe assembly includes a plurality of lower layer support shoes, at least some of which extend in different directions. The supporting device and the deviation rectifying method thereof can control the supporting shoe component to apply supporting force to the opposite wall surfaces of the pile hole in different height directions, so that the anti-slide pile hole forming equipment is deflected by reacting force, the deviation rectifying effect is achieved, and the hole forming effect of the pile hole is ensured.

Description

Supporting device and deviation correcting method thereof
Technical Field
The application relates to the technical field of rectangular slide pile hole forming, in particular to a supporting device and a deviation correcting method thereof.
Background
In the construction process of highways, railways, tunnels and the like, in order to prevent landslide on two sides, anti-slide pile construction is necessary, so that stability of the landslides on two sides is ensured, and the equipment for mechanical hole forming of the anti-slide pile is called anti-slide pile hole forming equipment.
In the related art, the anti-slide pile hole forming equipment needs to be provided with a supporting device for supporting and stabilizing so as to reduce vibration generated in the drilling process. In the pore-forming process of the slide-resistant pile, the hole is required to be firstly led and then repaired, after the hole is led, the hole is required to be repaired once or several times, and each hole repairing is directly carried out from the mouth part of the pile hole to the bottom.
However, stratum conditions of different positions in the pile hole are not completely consistent, and the situation of track deflection in the hole repairing process is unavoidable, so that the actual hole forming effect of the pile hole cannot meet the requirement.
Disclosure of Invention
The application provides a supporting device and a deviation correcting method thereof, which are used for solving the problems that the pore-forming track of an anti-slide pile is easy to deviate and the pore-forming effect is not up to standard.
In one aspect, the present application provides a support device for supporting a stabilized slide pile hole forming apparatus, the support device comprising an upper layer shoe assembly and a lower layer shoe assembly;
the upper layer support shoe assembly and the lower layer support shoe assembly are arranged on bases arranged in the anti-slide pile pore-forming mode at intervals along the height direction of the anti-slide pile pore-forming equipment, the upper layer support shoe assembly is arranged close to the opening of the pile hole, and the lower layer support shoe assembly is arranged close to the bottom of the pile hole;
the upper layer supporting shoe assembly comprises a plurality of upper layer supporting shoes, and at least part of the upper layer supporting shoes extend towards different directions; the lower layer support shoe assembly includes a plurality of lower layer support shoes, at least some of which extend in different directions.
According to the supporting device provided by the application, at least two layers of supporting shoe assemblies are arranged in the height direction of the anti-slide pile pore-forming equipment so as to apply supporting force to the opposite wall surfaces of the pile hole in different height directions, so that the anti-slide pile pore-forming equipment is deflected by the reaction force, the deviation rectifying effect is achieved, and the pore-forming effect of the pile hole is ensured.
Specifically, the supporting device provided by the application comprises an upper layer supporting shoe component and a lower layer supporting shoe component, wherein the upper layer supporting shoe component and the lower layer supporting shoe component are arranged on a base arranged on an anti-slide pile hole forming device at intervals along the height direction of the anti-slide pile hole forming device, the upper layer supporting shoe component is arranged close to the opening part of a pile hole, and the lower layer supporting shoe component is arranged close to the bottom of the pile hole, so that the upper layer supporting shoe component and the lower layer supporting shoe component apply supporting force on opposite wall surfaces of the pile hole in different height directions; the upper layer supporting shoe assembly comprises a plurality of upper layer supporting shoes, and at least part of the upper layer supporting shoes extend towards different directions so as to support hole walls in different directions; similarly, the lower layer support shoe assembly comprises a plurality of lower layer support shoes, at least part of the lower layer support shoes extend towards different directions so as to support hole walls in different directions, so that deflection forces in different directions are provided for the anti-slide pile hole forming equipment, and multi-directional deviation correction is realized.
In one possible implementation, the upper layer supporting shoe comprises a plurality of upper layer long side supporting shoes and a plurality of upper layer short side supporting shoes, wherein the plurality of upper layer long side supporting shoes respectively extend towards two long sides of the base, and the plurality of upper layer short side supporting shoes respectively extend towards two short sides of the base;
the upper long side supporting boot comprises an upper long side outer sleeve, an upper long side inner sleeve and an upper long side hydraulic cylinder, wherein the upper long side outer sleeve is sleeved outside the upper long side inner sleeve, and the upper long side hydraulic cylinder is configured to drive the upper long side inner sleeve to move in the upper long side outer sleeve;
the upper short-side supporting shoe comprises an upper short-side outer sleeve, an upper short-side inner sleeve and an upper short-side hydraulic cylinder, wherein the upper short-side outer sleeve is sleeved outside the upper short-side inner sleeve, and the upper short-side hydraulic cylinder is configured to drive the upper short-side inner sleeve to move in the upper short-side outer sleeve.
In one possible implementation, two upper long side support boots extend from both long sides of the base.
In one possible implementation, the upper layer supporting boot assembly further comprises a plurality of cross braces and a plurality of diagonal braces, two ends of each diagonal brace are respectively connected with the adjacent upper layer long-side outer sleeve and the adjacent upper layer short-side outer sleeve, and two ends of each cross brace are respectively connected with the two upper layer long-side outer sleeves with the same extending direction.
In one possible implementation, the end of the upper layer long side outer sleeve away from the upper layer long side inner sleeve and the end of the upper layer short side outer sleeve away from the upper layer short side inner sleeve are both provided with flange plates, and the flange plates are used for connecting the base.
In one possible implementation, the lower layer support shoe includes a plurality of lower layer long side support shoes and a plurality of lower layer short side support shoes, the plurality of lower layer long side support shoes extending toward two long sides of the base, the plurality of lower layer short side support shoes extending toward two short sides of the base;
the lower long side supporting boot comprises a lower long side outer sleeve, a lower long side inner sleeve and a lower long side hydraulic cylinder, wherein the lower long side outer sleeve is sleeved outside the lower long side inner sleeve, and the lower long side hydraulic cylinder is configured to drive the lower long side inner sleeve to move in the lower long side outer sleeve;
the lower short-side supporting shoe comprises a lower short-side outer sleeve, a lower short-side inner sleeve and a lower short-side hydraulic cylinder, wherein the lower short-side outer sleeve is sleeved outside the lower short-side inner sleeve, and the lower short-side hydraulic cylinder is configured to drive the lower short-side inner sleeve to move in the lower short-side outer sleeve.
In one possible implementation manner, the lower-layer supporting shoe assembly further comprises a plurality of upright posts, one end of the lower-layer long-side outer sleeve, which is far away from the lower-layer long-side inner sleeve, is provided with a connecting sleeve, the connecting sleeve is sleeved on the upright posts, and two ends of the upright posts in the height direction are used for connecting the base.
In one possible implementation, the lower strut assembly further includes a plurality of connecting seats and a plurality of transition blocks;
two limiting plates extend out of one end of the lower short-side outer sleeve, which is far away from the lower short-side inner sleeve, are arranged at intervals and are connected to the connecting seat, and a limiting opening is formed by surrounding the end face of the lower short-side outer sleeve, the two limiting plates and the connecting seat, and is used for sleeving a mounting column of the base;
one end of the connecting seat, which is far away from the outer sleeve of the short side of the lower layer, is connected with the transition block, and the transition block is connected with the connecting sleeve.
In one possible implementation, the upper layer shoe supporting assembly further comprises an upper layer long-side slipper head and an upper layer short-side slipper head, wherein the upper layer long-side slipper head is hinged with the upper layer long-side inner sleeve, and the upper layer short-side slipper head is hinged with the upper layer short-side inner sleeve;
the lower layer support boot assembly further comprises a lower layer long-side sliding boot head and a lower layer short-side sliding boot head, wherein the lower layer long-side sliding boot head is hinged to the lower layer long-side inner sleeve, and the lower layer short-side sliding boot head is hinged to the lower layer short-side inner sleeve.
In one possible implementation, the upper long-side slip-on-toe, the upper short-side slip-on-toe, the lower long-side slip-on-toe, and the lower short-side slip-on-toe are collectively referred to as slip-on-toe, and the upper long-side inner sleeve, the upper short-side inner sleeve, the lower long-side inner sleeve, and the lower short-side inner sleeve are collectively referred to as inner sleeve;
the slipper head is provided with a supporting surface and a guiding surface, the guiding surface is arranged at two ends of the supporting surface in the height direction, and the guiding surface is inclined towards the inner sleeve.
On the other hand, the embodiment of the application also provides a deviation rectifying method of the supporting device, which is used for controlling the supporting device provided by any one of the implementation methods to rectify the deviation, and the deviation rectifying method comprises the following steps:
the upper layer supporting shoe on the undermining side of the supporting device is controlled to extend to be abutted against the inner wall of the pile hole, and a hydraulic cylinder corresponding to the upper layer supporting shoe on the undermining side is regulated to be in a low-pressure state;
adjusting a hydraulic cylinder corresponding to the upper layer supporting shoe on the overexcavation side of the supporting device to a floating state or a low-pressure state;
the lower layer supporting shoes on the undermining side of the supporting device are controlled to be shortened, and hydraulic cylinders corresponding to the lower layer supporting shoes on the undermining side are regulated to be in a high-pressure state;
and controlling the lower layer support boots at the overexcavation side of the supporting device to gradually extend, and adjusting the hydraulic cylinders corresponding to the lower layer support boots at the overexcavation side to a high-pressure state.
According to the deviation rectifying method provided by the application, through the at least two layers of supporting shoe assemblies arranged in the height direction of the anti-slide pile pore-forming equipment, supporting forces are applied to the opposite wall surfaces of the pile hole in different height directions, so that the anti-slide pile pore-forming equipment is deflected by the reaction force, the deviation rectifying effect is achieved, and the pore-forming effect of the pile hole is ensured.
Specifically, the deviation rectifying method comprises the following steps: the upper layer supporting shoe on the undermining side of the supporting device is controlled to extend to be abutted against the inner wall of the pile hole, and a hydraulic cylinder corresponding to the upper layer supporting shoe on the undermining side is regulated to be in a low-pressure state; adjusting a hydraulic cylinder corresponding to the upper layer supporting shoe on the overexcavation side of the supporting device to a floating state or a low-pressure state; therefore, the upper layer supporting shoe can receive the reaction force provided by the inner wall of the pile hole at the underexcavated side, and the length of the upper layer supporting shoe can be changed according to the condition of the external force. The lower layer supporting shoes on the undermining side of the supporting device are controlled to be shortened, and hydraulic cylinders corresponding to the lower layer supporting shoes on the undermining side are regulated to be in a high-pressure state; the lower layer supporting boots at the overexcavation side of the supporting device are controlled to gradually extend, and the hydraulic cylinders corresponding to the lower layer supporting boots at the overexcavation side are regulated to be in a high-pressure state; therefore, the lower layer support shoe can receive the reaction force provided by the inner wall of the pile hole at the overexcavation side, and forms deflection force together with the reaction force provided by the inner wall of the pile hole at the underexcavation side, so that the anti-slide pile pore-forming equipment deflects, the deviation rectifying effect is achieved, the pore-forming effect of the pile hole is ensured, and the upper layer and the lower layer are cooperatively controlled, so that the deviation rectifying accuracy can be ensured.
The construction of the present application and other objects and advantages thereof will be more readily understood from the description of the preferred embodiment taken in conjunction with the accompanying drawings.
Drawings
The above and other objects, features and advantages of embodiments of the present application will become more readily apparent from the following detailed description with reference to the accompanying drawings. Embodiments of the application will now be described, by way of example and not limitation, in the figures of the accompanying drawings, in which:
FIG. 1 is a schematic view of a supporting device according to an embodiment of the present application;
FIG. 2 is a schematic view of the upper strut assembly of FIG. 1;
FIG. 3 is a schematic view of the upper long temple boot of FIG. 2;
FIG. 4 is a schematic view of the upper short side stay shoe of FIG. 2;
FIG. 5 is a schematic view of the lower strut assembly of FIG. 1;
FIG. 6 is a schematic view of the lower long temple boot of FIG. 5;
FIG. 7 is a schematic view of the lower bootie of FIG. 5;
fig. 8 is a flowchart of a deviation rectifying method of a supporting device according to an embodiment of the present application.
Reference numerals:
10-supporting means;
100-upper strut assembly; 110-upper layer support boots; 111-upper long temple boots; 1111-upper long side outer sleeve; 1112-upper layer long side inner sleeve; 1113-upper layer long side hydraulic cylinder; 1114-upper long-side slipper head; 1115-upper layer long-side ear plate seat; 112-upper short side support shoe; 1121-an upper short-side outer sleeve; 1122-short side inner sleeve of upper layer; 1123-upper short side hydraulic cylinder; 1124-upper short edge slip toe; 1125-upper short-side ear plate base; 113-an upper support surface; 114-upper layer guiding surface; 120-cross braces; 130-diagonal bracing; 140-flange plates;
200-a lower strut assembly; 210-lower layer support shoe; 211-lower long temple shoes; 2111-lower long-side outer sleeve; 2112-lower long side inner sleeve; 2113-lower layer long side hydraulic cylinder; 2114-lower long-side slipper head; 2115-connecting sleeve; 212-lower short side support boots; 2121-short-side outer sleeve of lower layer; 2122-short side inner sleeve of lower layer; 2123-lower short side hydraulic cylinder; 2124-short edge sliding boots head; 2125-limiting plate; 213-limit opening; 214-an underlying support surface; 215-lower guide surface; 220-stand columns; 230-connecting seats; 240-transition block;
20-a base.
Detailed Description
Embodiments of the present application are described in detail below, examples of which are illustrated in the accompanying drawings, wherein like or similar reference numerals refer to like or similar elements or elements having like or similar functions throughout. The embodiments described below by referring to the drawings are illustrative and intended to explain the present application and should not be construed as limiting the application.
In the construction process of highways, railways, tunnels and the like, in order to prevent landslide on two sides, anti-slide pile construction is necessary, so that stability of the landslides on two sides is ensured, and the equipment for mechanical hole forming of the anti-slide pile is called anti-slide pile hole forming equipment. The pile hole of the slide-resistant pile is provided with a round hole and a rectangular hole, wherein the rectangular hole has better stress form, stronger bending and shearing resistance and higher bearing capacity of the pile foundation, so that the rectangular slide-resistant pile is commonly adopted in practical construction.
In the related art, the anti-slide pile hole forming equipment needs to be provided with a supporting device for supporting and stabilizing so as to reduce vibration generated in the drilling process. In the pore-forming process of the slide-resistant pile, the hole is required to be firstly led and then repaired, after the hole is led, the hole is required to be repaired once or several times, and each hole repairing is directly carried out from the mouth part of the pile hole to the bottom.
However, the above-mentioned slide pile hole forming device adopts a step-type support (step-type refers to that the machine is advanced in a step-type manner, the movement speed of the machine is not uniform), and the stroke of each drilling is small, so that the support shoe needs to be retracted and extended frequently, and the drilling efficiency is affected.
Moreover, stratum conditions of different positions in the pile hole are not completely consistent, and the situation that one side of the pile hole wall is soft and the other side of the pile hole wall is hard exists, so that the situation that track deflection occurs in the hole repairing process of the anti-slide pile hole forming equipment is unavoidable, and the actual hole forming effect of the pile hole cannot meet the requirement.
In view of the above, the embodiment of the application provides a supporting device and a deviation rectifying method thereof, wherein at least two layers of supporting shoe assemblies are arranged in the height direction of anti-slide pile pore-forming equipment so as to control the supporting shoe assemblies to apply supporting force to opposite wall surfaces of pile holes in different height directions, so that the anti-slide pile pore-forming equipment is deflected by reacting force, the deviation rectifying effect is achieved, and the pore-forming effect of the pile holes is ensured.
The following describes the supporting device and the deviation correcting method thereof in detail according to the embodiment of the application with reference to the accompanying drawings.
Example 1
Fig. 1 is a schematic view of a supporting device according to an embodiment of the present application. As shown in fig. 1, the present application provides a supporting device 10 for supporting a stable anti-slide pile hole forming apparatus, where the supporting device 10 includes an upper layer supporting shoe assembly 100 and a lower layer supporting shoe assembly 200, and the upper layer supporting shoe assembly 100 and the lower layer supporting shoe assembly 200 can apply supporting forces to opposite wall surfaces of a pile hole in different height directions, so that the anti-slide pile hole forming apparatus is deflected by a pair of reaction forces with different positions and opposite directions, so as to achieve a deviation rectifying effect, and ensure a pile hole forming effect.
For convenience of description, the length direction of the support device 10 is defined as an x-axis, the width direction of the support device 10 is defined as a y-axis, and the height direction of the support device 10 is defined as a z-axis, and when in use, the support device 10 moves from top to bottom in the z-axis direction in the drawing (i.e., moves in the direction of the dotted arrow). It will be appreciated that the coordinate system setting of the support device 10 may be flexibly set according to specific practical needs.
Wherein, upper layer props the boots subassembly 100 and lower floor props boots subassembly 200 and sets up in the base 20 that the anti-slide pile pore-forming set up along the direction of height (i.e. z-axis direction) interval of anti-slide pile pore-forming equipment, and upper layer props boots subassembly 100 to be close to the oral area setting of stake hole, and lower floor props boots subassembly 200 to be close to the bottom setting of stake hole to upper layer props boots subassembly 100 and lower floor props boots subassembly 200 to exert supporting force to the wall that the stake hole is relative in different direction of height. In practical application, the upper shoe assembly 100 can be supported on the undermined side, and the lower shoe assembly 200 can be supported on the overexcavated side and gradually elongated, so as to push the anti-slide pile hole forming device to the positive rail, thereby achieving the purpose of correcting the track deviation.
The upper shoe assembly 100 includes a plurality of upper shoes 110, at least some of the upper shoes 110 extending in different directions to support the walls of the holes in different directions; similarly, the lower spacer shoe assembly 200 includes a plurality of lower spacer shoes 210, at least some of the lower spacer shoes 210 extending in different directions to support the walls of the holes in different directions to provide different directional deflection forces for the slide pile forming apparatus to achieve multi-directional correction.
And the upper layer supporting shoe assembly and the lower layer supporting shoe assembly are adopted for supporting, so that the stability of supporting of the anti-slide pile pore-forming equipment can be improved, and the pore-forming deflection can be reduced to a certain extent while the vibration reduction supporting effect is provided.
It will be appreciated that the support apparatus 10 may include at least one layer of middle layer support shoe assembly in addition to the upper layer support shoe assembly 100 and the outer lower layer support shoe assembly 200, if cost and weight permit, to form a three layer or other multi-layer support, which also has a deviation rectifying function, and may further enhance the stability of the support of the slide pile hole forming apparatus.
In practical applications, the slide pile hole forming device has two types, namely a round hole and a rectangular hole, and for convenience of description, the rectangular hole will be taken as an example, and the base 20 of the slide pile hole forming device has a long side (i.e., an x-axis direction side) and a short side (i.e., a y-axis direction side). It will be appreciated that the multi-layered support apparatus 10 provided in this embodiment may be mounted to the base 20 of a round hole anti-slide pile hole forming apparatus, in addition to a rectangular hole anti-slide pile hole forming apparatus.
FIG. 2 is a schematic view of the upper strut assembly of FIG. 1; FIG. 3 is a schematic view of the upper long temple boot of FIG. 2; fig. 4 is a schematic view of the upper short side stay shoe of fig. 2. As shown in fig. 2 to 4, the upper-layer support shoe 110 may include a plurality of upper-layer long-side support shoes 111 and a plurality of upper-layer short-side support shoes 112, the plurality of upper-layer long-side support shoes 111 respectively protruding toward both long sides of the base 20, and the plurality of upper-layer short-side support shoes 112 respectively protruding toward both short sides of the base 20 so as to form a support in each direction.
The upper long side supporting shoe 111 includes an upper long side outer sleeve 1111, an upper long side inner sleeve 1112, and an upper long side hydraulic cylinder 1113, the upper long side outer sleeve 1111 is sleeved outside the upper long side inner sleeve 1112, and the upper long side hydraulic cylinder 1113 is configured to drive the upper long side inner sleeve 1112 to move in the upper long side outer sleeve 1111, so as to implement the telescopic and supporting functions of the upper long side supporting shoe 111.
Similarly, the upper short side supporting shoe 112 includes an upper short side outer sleeve 1121, an upper short side inner sleeve 1122, and an upper short side hydraulic cylinder 1123, where the upper short side outer sleeve 1121 is sleeved outside the upper short side inner sleeve 1122, and the upper short side hydraulic cylinder 1123 is configured to drive the upper short side inner sleeve 1122 to move within the upper short side outer sleeve 1121, so as to implement the telescopic and supporting functions of the upper long side supporting shoe 111.
Illustratively, two upper long side supporting shoes 111 may be extended from both long sides of the base 20 to improve reliability of long side supporting; an upper short side support shoe 112 can be extended from both long sides of the base 20 to reduce the space occupied by the upper short side support shoe 112, thereby facilitating arrangement.
As shown in fig. 2, the upper layer supporting shoe assembly 100 may further include a plurality of cross braces 120 and a plurality of diagonal braces 130, wherein two ends of the diagonal braces 130 are respectively connected to the adjacent upper layer long-side outer sleeve 1111 and the adjacent upper layer short-side outer sleeve 1121, and two ends of the cross braces 120 are respectively connected to the two upper layer long-side outer sleeves 1111 with the same extending direction, so as to realize connection of the upper layer long-side supporting shoe 111 and the upper layer short-side supporting shoe 112, control the relative relationship between the upper layer long-side supporting shoe 111 and the upper layer short-side supporting shoe 112, and improve stability and reliability of the upper layer supporting shoe assembly 100.
As shown in fig. 3 and 4, the end of the upper long-side outer sleeve 1111 away from the upper long-side inner sleeve 1112 and the end of the upper short-side outer sleeve 1121 away from the upper short-side inner sleeve 1122 may be provided with a flange plate 140, and the flange plate 140 is used to connect with the base 20, so as to connect the upper shoe assembly 100 with the base 20.
Alternatively, the upper shoe assembly 100 may be connected to the base 20 by welding or riveting, etc., and the present embodiment is not limited thereto.
Illustratively, the upper long-side hydraulic cylinder 1113 may be disposed in the upper long-side outer sleeve 1111 to achieve telescopic connection between the upper long-side outer sleeve 1111 and the upper long-side inner sleeve 1112, specifically, the cylinder barrel of the upper long-side hydraulic cylinder 1113 may be connected to a side of the upper long-side outer sleeve 1111 away from the lower supporting shoe assembly 200 through the upper long-side ear plate seat 1115, and the piston rod of the upper long-side hydraulic cylinder 1113 may be connected to a side of the upper long-side inner sleeve 1112 away from the lower supporting shoe assembly 200 through the upper long-side ear plate seat 1115 to avoid the lower supporting shoe assembly 200.
Similarly, the upper short-side hydraulic cylinder 1123 may be disposed in the upper short-side outer sleeve 1121 to realize telescopic connection between the upper short-side outer sleeve 1121 and the upper short-side inner sleeve 1122, and specifically, the cylinder barrel of the upper short-side hydraulic cylinder 1123 may be connected to one side of the upper short-side outer sleeve 1121 far away from the lower supporting shoe assembly 200 through the upper short-side ear plate seat 1125, and the piston rod of the upper short-side hydraulic cylinder 1123 may be connected to one side of the upper short-side inner sleeve 1122 far away from the lower supporting shoe assembly 200 through the upper short-side ear plate seat 1125 so as to avoid the lower supporting shoe assembly 200.
FIG. 5 is a schematic view of the lower strut assembly of FIG. 1; FIG. 6 is a schematic view of the lower long temple boot of FIG. 5; FIG. 7 is a schematic view of the lower bootie of FIG. 5. As shown in fig. 5 to 7, the lower-layer stay shoe 210 may include a plurality of lower-layer long-side stay shoes 211 and a plurality of lower-layer short-side stay shoes 212, the plurality of lower-layer long-side stay shoes 211 protruding toward both long sides of the base 20, and the plurality of lower-layer short-side stay shoes 212 protruding toward both short sides of the base 20 so as to form a support in various directions.
The lower long temple shoe 211 includes a lower long outer sleeve 2111, a lower long inner sleeve 2112, and a lower long hydraulic cylinder 2113, the lower long outer sleeve 2111 is sleeved outside the lower long inner sleeve 2112, and the lower long hydraulic cylinder 2113 is configured to drive the lower long inner sleeve 2112 to move in the lower long outer sleeve 2111, so as to implement the telescopic and supporting functions of the lower long temple shoe 211.
Similarly, the lower short side support shoe 212 includes a lower short side outer sleeve 2121, a lower short side inner sleeve 2122, and a lower short side hydraulic cylinder 2123, wherein the lower short side outer sleeve 2121 is sleeved outside the lower short side inner sleeve 2122, and the lower short side hydraulic cylinder 2123 is configured to drive the lower short side inner sleeve 2122 to move in the lower short side outer sleeve 2121 so as to implement the telescopic and supporting functions of the lower long side support shoe 211.
As shown in fig. 6, the lower-layer supporting shoe assembly 200 may further include a plurality of columns 220, one end of the lower-layer long-side outer sleeve 2111, which is far away from the lower-layer long-side inner sleeve 2112, is provided with a connecting sleeve 2115, the connecting sleeve 2115 is sleeved on the columns 220, and two ends of the columns 220 in the height direction are used for connecting the base 20, so that the connection between the lower-layer long-side supporting shoe 211 and the base 20 is realized through the columns 220.
As shown in fig. 7, the lower-layer supporting shoe assembly 200 may further include a plurality of connecting seats 230 and a plurality of transition blocks 240, one end of the lower-layer short-side outer sleeve 2121, which is far away from the lower-layer short-side inner sleeve 2122, may be extended with two limiting plates 2125, the two limiting plates 2125 are disposed at intervals and are all connected to the connecting seats 230, the end surfaces of the connecting lower-layer short-side outer sleeve 2121, the two limiting plates 2125 and the connecting seats 230 are enclosed to form limiting openings 213, and the limiting openings 213 are used for being sleeved on mounting posts of the base 20 so as to limit the position of the lower-layer short-side supporting shoe 212, thereby improving the stability and reliability of the lower-layer supporting shoe assembly 200.
In addition, one end of the connecting seat 230 away from the short-side outer sleeve 2121 of the lower layer may be connected to the transition block 240, the transition block 240 is connected to the connecting sleeve 2115, and the transition block 240 may be specifically connected to the connecting sleeve 2115 through a bolt, and then welded to the short-side outer sleeve 2121 of the lower layer, so as to connect the short-side temple shoe 212 of the lower layer with the long-side temple shoe 211 of the lower layer, thereby connecting the short-side temple shoe 212 of the lower layer with the base 20.
Illustratively, a lower long side hydraulic cylinder 2113 may be provided within the lower long side outer sleeve 2111 to save space while enabling a telescoping connection of the lower long side outer sleeve 2111 and the lower long side inner sleeve 2112 to facilitate mounting the lower stay shoe assembly 200 to the lower deck of the base 20.
Similarly, the inferior short side hydraulic cylinder 2123 may be disposed within the inferior short side outer sleeve 2121 to save space while achieving a telescopic connection of the inferior short side outer sleeve 2121 and the inferior short side inner sleeve 2122, facilitating installation of the inferior support shoe assembly 200 to the inferior of the base 20.
As shown in connection with fig. 2-7, upper brace assembly 100 may further include an upper long side slider 1114 and an upper short side slider 1124, upper long side slider 1114 being hinged to upper long side inner sleeve 1112, upper short side slider 1124 being hinged to upper short side inner sleeve 1122; the lower strut assembly 200 further includes a lower long side slip toe 2114 and a lower short side slip toe 2124, the lower long side slip toe 2114 being hinged to the lower long side inner sleeve 2112 and the lower short side slip toe 2124 being hinged to the lower short side inner sleeve 2122.
Thus, when the pile hole inner wall is uneven, the upper long side slider 1114 can be rotated at an angle with respect to the upper long side inner sleeve 1112 so that the upper long side slider 1114 slides or the pile hole inner wall is convex or concave.
It should be noted that, when the hole is repaired by the anti-slide pile hole forming device, the upper layer long side hydraulic cylinder 1113 of the supporting device 10 is in a low pressure state, so that the upper layer long side supporting shoe 111 can be folded and unfolded like a spring, when the inner wall of the pile hole is uneven, the pile hole can normally slide, the situation of jamming is avoided, the continuous drilling of the anti-slide pile hole forming device is realized while the supporting force is provided, and the hole forming efficiency is improved. Similarly, upper short-side slipper head 1124, lower long-side slipper head 2114 and lower short-side slipper head 2124 may also slide normally over uneven pile hole inner walls.
For ease of description, upper long slipper 1114, upper short slipper 1124, lower long slipper 2114, and lower short slipper 2124 are collectively referred to as slipper tips; the upper long side inner sleeve 1112, the upper short side inner sleeve 1122, the lower long side inner sleeve 2112, and the lower short side inner sleeve 2122 are collectively referred to as inner sleeves.
For example, the slip boots may be hinged by means of pins, and in order to prevent the pins from rotating or moving, the ends of the pins may be provided with a catch plate, which is inserted into a groove provided on the pins, and then fastened to the slip boots by means of fastening bolts.
The ski boot may, for example, have a support surface and a guide surface disposed at each end of the support surface in the height direction, the guide surface being inclined toward the inner sleeve, such ski-like construction facilitating sliding over uneven stake hole walls to allow continued downhole of the ski-stud hole forming apparatus.
The support surface of the upper support shoe 110 is referred to as an upper support surface 113, the support surface of the upper support shoe 110 is referred to as an upper guide surface 114, the support surface of the lower support shoe 210 is referred to as a lower support surface 214, and the support surface of the lower support shoe 210 is referred to as a lower guide surface 215.
In practical application, the length of the slipper head can be set to be as high as possible (namely, the size in the z-axis direction) on the premise of not interfering with each other and other components, so that when small pits exist on the pile hole, the slipper head can directly cross over, and the downward drilling continuity of the anti-slipper pile pore-forming equipment is ensured.
Example two
Fig. 8 is a flowchart of a deviation rectifying method of a supporting device according to an embodiment of the present application. As shown in fig. 8, an embodiment of the present application further provides a method for correcting a deviation of a supporting device, which is used for controlling the supporting device 10 provided in the first embodiment to correct the deviation, where the method for correcting the deviation includes:
s100, controlling the upper layer supporting shoes on the undermining side of the supporting device to extend to abut against the inner walls of the pile holes, and adjusting the hydraulic cylinders corresponding to the upper layer supporting shoes on the undermining side to a low-pressure state. The hydraulic cylinder in the low pressure state has smaller internal pressure, is similar to a spring, can stretch and contract, and provides pressure larger than the internal pressure when encountering the bulge of the hole wall, so that the hydraulic cylinder can be shortened; when the sinking of pore wall is met, external pressure is less than its internal pressure, and the pneumatic cylinder can extend to the butt pore wall, so, the pneumatic cylinder of "low pressure state" can keep the state of butt pore wall when removing, provides holding power for slide pile pore-forming equipment.
And S200, adjusting the hydraulic cylinder corresponding to the upper layer supporting shoe at the overexcavation side of the supporting device to a floating state or a low-pressure state. Wherein, the "floating state" means that the pressure of the hydraulic cylinder is zero, and the inner sleeve can freely stretch and retract in the outer sleeve.
In this way, the upper shoe 110 receives a reaction force provided by the inner wall of the pile hole at the undercut side, and also changes its length according to the external force.
It should be noted that, when the anti-slide pile hole forming device performs normal hole repairing operation, the hydraulic cylinders of the upper layer supporting shoe 110 (i.e., the upper layer long side hydraulic cylinder 1113 and the upper layer short side hydraulic cylinder 1123) are all in a low pressure state, and the hydraulic cylinders of the upper layer supporting shoe 110 can keep in an original low pressure state so as to reduce deviation correcting actions; alternatively, the hydraulic cylinders corresponding to the overbreak upper layer supporting shoes 110 can be adjusted to a floating state so as to avoid the interference of external force on the overbreak side.
S300, controlling the lower layer support boots on the undermining side of the supporting device to be shortened, and adjusting the hydraulic cylinders corresponding to the lower layer support boots on the undermining side to be in a high-pressure state. The pressure inside the hydraulic cylinder in the "high-pressure state" is high, and the pressure provided by the hole wall is insufficient to change the length of the hydraulic cylinder.
And S400, controlling the lower layer support shoe on the overexcavation side of the supporting device to gradually extend, and adjusting the hydraulic cylinder corresponding to the lower layer support shoe on the overexcavation side to a high-pressure state.
Thus, the lower layer supporting shoe 210 can receive the reaction force provided by the inner wall of the pile hole at the over-digging side and form a deflection force together with the reaction force provided by the inner wall of the pile hole at the under-digging side of the upper layer supporting shoe 110, so that the anti-slide pile hole forming equipment deflects, the deviation rectifying effect is achieved, the hole forming effect of the pile hole is ensured, and the upper layer and the lower layer are cooperatively controlled, so that the deviation rectifying accuracy can be ensured.
In practical application, when the deviation rectifying action is carried out, the anti-slide pile pore-forming equipment can stop downwards drilling, and after the deviation rectifying action is carried out in place, the anti-slide pile pore-forming equipment continues downwards drilling to repair the pore, and gradually reduces the deviation of the pile pore along with the continuous proceeding of the pore repair process so as to realize pore repair and deviation rectifying and improve the pore-forming efficiency.
The respective processing steps (S100 to S400) shown in the embodiment of fig. 8 do not constitute a specific limitation to the correction process. In other embodiments of the present application, the deskewing process may include more or fewer steps than the fig. 8 embodiment, for example, the deskewing process may include some of the steps in the fig. 8 embodiment, or some of the steps in the fig. 8 embodiment may be replaced with steps having the same functions, or some of the steps in the fig. 8 embodiment may be split into multiple steps, or the like.
In addition, the structure and function of the supporting device 10 are described in detail in the first embodiment, and will not be described here again.
In the description of the present application, it should be understood that the terms "length," "width," "height," "upper," "lower," and the like indicate an orientation or a positional relationship based on that shown in the drawings, and are merely for convenience in describing the present application and simplifying the description, and do not indicate or imply that the apparatus or element in question must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as limiting the present application.
In the present application, unless explicitly specified and limited otherwise, the terms "mounted," "connected," "secured," and the like are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally formed; either directly or indirectly, through intermediaries, or both, may be in communication with each other or in interaction with each other, unless expressly defined otherwise. The specific meaning of the above terms in the present application can be understood by those of ordinary skill in the art according to the specific circumstances.
In the description herein, reference to the term "embodiment," "example," etc., means that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the application. In this specification, schematic representations of the above terms are not necessarily directed to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples. Furthermore, the different embodiments or examples described in this specification and the features of the different embodiments or examples may be combined and combined by those skilled in the art without contradiction.
Finally, it should be noted that: the above embodiments are only for illustrating the technical solution of the present application, and are not limiting; although the application has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical scheme described in the foregoing embodiments can be modified or some or all of the technical features thereof can be replaced with equivalents; such modifications and substitutions do not depart from the essence of the corresponding technical solutions from the scope of the technical solutions of the embodiments of the present application.

Claims (11)

1. A supporting device for supporting a stable anti-slide pile pore-forming device, which is characterized by comprising an upper layer supporting shoe component and a lower layer supporting shoe component;
the upper layer support shoe assembly and the lower layer support shoe assembly are arranged on bases arranged on the anti-slide pile hole forming device at intervals along the height direction of the anti-slide pile hole forming device, the upper layer support shoe assembly is arranged close to the opening of the pile hole, and the lower layer support shoe assembly is arranged close to the bottom of the pile hole;
the upper layer supporting shoe assembly comprises a plurality of upper layer supporting shoes, and at least part of the upper layer supporting shoes extend towards different directions; the lower layer support shoe assembly comprises a plurality of lower layer support shoes, and at least part of the lower layer support shoes extend towards different directions.
2. The support device of claim 1, wherein the upper layer support shoe comprises a plurality of upper layer long side support shoes and a plurality of upper layer short side support shoes, the plurality of upper layer long side support shoes respectively protruding toward two long sides of the base, the plurality of upper layer short side support shoes respectively protruding toward two short sides of the base;
the upper long side supporting boot comprises an upper long side outer sleeve, an upper long side inner sleeve and an upper long side hydraulic cylinder, the upper long side outer sleeve is sleeved outside the upper long side inner sleeve, and the upper long side hydraulic cylinder is configured to drive the upper long side inner sleeve to move in the upper long side outer sleeve;
the upper short-side supporting shoe comprises an upper short-side outer sleeve, an upper short-side inner sleeve and an upper short-side hydraulic cylinder, wherein the upper short-side outer sleeve is sleeved outside the upper short-side inner sleeve, and the upper short-side hydraulic cylinder is configured to drive the upper short-side inner sleeve to move in the upper short-side outer sleeve.
3. The support device of claim 2 wherein two long sides of the base each extend beyond two of the upper long temple shoes.
4. The support device of claim 3, wherein the upper layer support shoe assembly further comprises a plurality of cross braces and a plurality of diagonal braces, two ends of the diagonal braces are respectively connected to the adjacent upper layer long-side outer sleeve and the upper layer short-side outer sleeve, and two ends of the cross braces are respectively connected to the two upper layer long-side outer sleeves with the same extending direction.
5. The support device according to claim 2, wherein the end of the upper long-side outer sleeve away from the upper long-side inner sleeve and the end of the upper short-side outer sleeve away from the upper short-side inner sleeve are both provided with flange plates for connecting the base.
6. The support device of any one of claims 2-5, wherein the lower strut shoes comprise a plurality of lower long side strut shoes and a plurality of lower short side strut shoes, a plurality of the lower long side strut shoes extending toward two long sides of the base, a plurality of the lower short side strut shoes extending toward two short sides of the base;
the lower long side supporting boot comprises a lower long side outer sleeve, a lower long side inner sleeve and a lower long side hydraulic cylinder, the lower long side outer sleeve is sleeved outside the lower long side inner sleeve, and the lower long side hydraulic cylinder is configured to drive the lower long side inner sleeve to move in the lower long side outer sleeve;
the lower short-side supporting shoe comprises a lower short-side outer sleeve, a lower short-side inner sleeve and a lower short-side hydraulic cylinder, wherein the lower short-side outer sleeve is sleeved outside the lower short-side inner sleeve, and the lower short-side hydraulic cylinder is configured to drive the lower short-side inner sleeve to move in the lower short-side outer sleeve.
7. The support device of claim 6, wherein the lower shoe assembly further comprises a plurality of posts, a connecting sleeve is arranged at one end of the lower long-side outer sleeve, which is far away from the lower long-side inner sleeve, the connecting sleeve is sleeved on the posts, and two ends of the posts in the height direction are used for connecting the base.
8. The support device of claim 7, wherein the lower strut assembly further comprises a plurality of connecting seats and a plurality of transition blocks;
two limiting plates are extended from one end of the lower short-side outer sleeve, which is far away from the lower short-side inner sleeve, the two limiting plates are arranged at intervals and are connected to the connecting seat, a limiting opening is formed by surrounding the end face of the lower short-side outer sleeve, the two limiting plates and the connecting seat, and the limiting opening is used for being sleeved on a mounting column of the base;
one end of the connecting seat, which is far away from the outer sleeve of the short side of the lower layer, is connected with the transition block, and the transition block is connected with the connecting sleeve.
9. The support device of claim 6, wherein the upper strut assembly further comprises an upper long side slip boot head and an upper short side slip boot head, the upper long side slip boot head being hinged to the upper long side inner sleeve, the upper short side slip boot head being hinged to the upper short side inner sleeve;
the lower layer support boot assembly further comprises a lower layer long-side sliding boot head and a lower layer short-side sliding boot head, wherein the lower layer long-side sliding boot head is hinged to the lower layer long-side inner sleeve, and the lower layer short-side sliding boot head is hinged to the lower layer short-side inner sleeve.
10. The support device of claim 9, wherein the upper long side slip toe, the upper short side slip toe, the lower long side slip toe, and the lower short side slip toe are collectively referred to as slip toe, and the upper long side inner sleeve, the upper short side inner sleeve, the lower long side inner sleeve, and the lower short side inner sleeve are collectively referred to as inner sleeve;
the slipper head is provided with a supporting surface and a guiding surface, wherein the guiding surface is arranged at two ends of the supporting surface in the height direction, and the guiding surface is inclined towards the inner sleeve.
11. A method of correcting a support apparatus for controlling the support apparatus of any one of claims 1-10 to correct a deviation, the method comprising:
controlling the upper layer supporting shoe on the undermining side of the supporting device to extend to abut against the inner wall of the pile hole, and adjusting the hydraulic cylinder corresponding to the upper layer supporting shoe on the undermining side to a low-pressure state;
adjusting a hydraulic cylinder corresponding to an upper layer supporting shoe on the overexcavation side of the supporting device to a floating state or a low-pressure state;
controlling the lower layer supporting shoes on the undermining side of the supporting device to be shortened, and adjusting the hydraulic cylinders corresponding to the lower layer supporting shoes on the undermining side to be in a high-pressure state;
and controlling the lower layer support shoe on the overexcavation side of the supporting device to gradually extend, and adjusting the hydraulic cylinder corresponding to the lower layer support shoe on the overexcavation side to a high-pressure state.
CN202310823585.6A 2023-07-05 2023-07-05 Supporting device and deviation correcting method thereof Pending CN116657631A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202310823585.6A CN116657631A (en) 2023-07-05 2023-07-05 Supporting device and deviation correcting method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202310823585.6A CN116657631A (en) 2023-07-05 2023-07-05 Supporting device and deviation correcting method thereof

Publications (1)

Publication Number Publication Date
CN116657631A true CN116657631A (en) 2023-08-29

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN202310823585.6A Pending CN116657631A (en) 2023-07-05 2023-07-05 Supporting device and deviation correcting method thereof

Country Status (1)

Country Link
CN (1) CN116657631A (en)

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