CN115247418A - Multi-section sleeve valve pipe layered grouting device and grouting method - Google Patents

Multi-section sleeve valve pipe layered grouting device and grouting method Download PDF

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Publication number
CN115247418A
CN115247418A CN202211036081.1A CN202211036081A CN115247418A CN 115247418 A CN115247418 A CN 115247418A CN 202211036081 A CN202211036081 A CN 202211036081A CN 115247418 A CN115247418 A CN 115247418A
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CN
China
Prior art keywords
grouting
clamping jaw
sleeve valve
pipe
roll
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CN202211036081.1A
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Chinese (zh)
Inventor
晏勇
刘志君
曹礼成
陈浩
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Jiangsu Ruijin Construction Investment Development Group Co ltd
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Jiangsu Ruijin Construction Investment Development Group Co ltd
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Priority to CN202211036081.1A priority Critical patent/CN115247418A/en
Publication of CN115247418A publication Critical patent/CN115247418A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/12Consolidating by placing solidifying or pore-filling substances in the soil
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D15/00Handling building or like materials for hydraulic engineering or foundations

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • Agronomy & Crop Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Soil Sciences (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

The application relates to a multi-section sleeve valve pipe layered grouting device and a grouting method, and relates to the field of sleeve valve pipe layered grouting technology. The movable carrier overturning frame comprises a movable carrier, wherein an installation frame is installed on the movable carrier, an overturning assembly used for controlling the overturning of the movable carrier overturning frame is arranged on the movable carrier installation frame, the movable carrier overturning frame is provided with a first clamping jaw and a second clamping jaw, the first clamping jaw of the movable carrier and the second clamping jaw of the movable carrier are used for clamping a movable carrier grouting pipe, a control assembly is arranged on the movable carrier overturning frame, and the movable carrier control assembly is used for controlling the first clamping jaw of the movable carrier and the second clamping jaw of the movable carrier to move reversely. This application has the effect that improves sleeve valve pipe layering slip casting construction effect.

Description

Multi-section sleeve valve pipe layered grouting device and grouting method
Technical Field
The application relates to the field of sleeve valve pipe layered grouting technology, in particular to a multi-section sleeve valve pipe layered grouting device and a grouting method.
Background
The sleeve valve pipe grouting method is usually used for reinforcing a foundation, and a traditional grouting mode is usually a layered grouting process, so that slurry is uniformly diffused into a rock-soil body under the action of grouting pressure, and after the slurry is solidified, the foundation forms a whole, and the effect of reinforcing the foundation is realized.
Chinese patent with publication number CN214272046U discloses a sleeve valve pipe slip casting device, which includes: the sleeve valve outer pipe is provided with a plurality of groups of grout outlet holes in a penetrating manner; the grouting inner pipe comprises an input section and a grouting section, two fixing rings are arranged on the grouting section at intervals, and a plurality of grouting holes are formed between the two fixing rings of the grouting section; the two movable rings are movably sleeved on the grouting section and are respectively arranged on one sides of the two fixed rings, which are far away from the input section; one end of the threaded rod is limited with the grouting inner pipe, and the other end of the threaded rod penetrates through the two fixed rings and is also in threaded connection with the two movable rings; and the two elastic sealing rings are respectively sleeved outside the grouting section and are positioned between the fixed ring and the corresponding movable ring.
The actual operation steps of sleeve valve tube grouting include measurement, punching, and layered grouting of the lower sleeve valve tube and the grouting tube. In the process of layered grouting of the grouting pipe, the grouting pipe needs to extend into the sleeve valve pipe, and after one section of grouting is completed, an operator controls the grouting pipe to move in the sleeve valve pipe, so that the purpose of layered grouting is achieved. At present, operators often control the grouting pipes to move in sleeve valve pipes through manually pulling out the grouting pipes, and the manual pulling out of the grouting pipes is low in efficiency and poor in precision, so that the construction effect of the sleeve valve pipe layered grouting is seriously affected.
Disclosure of Invention
In order to improve the construction effect of sleeve valve pipe layering slip casting, the application provides a multistage formula sleeve valve pipe layering slip casting device and slip casting method.
The application provides a multistage formula sleeve valve pipe layering slip casting device adopts following technical scheme:
the utility model provides a multistage formula sleeve valve pipe layering slip casting device, is including removing the carrier, install the mounting bracket on removing the carrier, be provided with on the mounting bracket and be used for control the upset subassembly of roll-over stand upset, the roll-over stand is provided with first clamping jaw and second clamping jaw, just first clamping jaw with the second clamping jaw all is used for the centre gripping the slip casting pipe, be provided with control assembly on the roll-over stand, control assembly is used for control first clamping jaw with second clamping jaw reverse movement, be provided with the support on the roll-over stand, it has locking frame to articulate on the support, just the support with the cooperation of locking frame is spacing and direction the slip casting pipe carries out, be provided with on the support and be used for the drive the locking assembly of locking frame upset.
Through adopting above-mentioned technical scheme, the operator installs the slip casting pipe on the roll-over stand through support and locking frame cooperation earlier to carry out spacing and direction to the slip casting pipe, the tight slip casting pipe of rethread first clamping jaw and second clamping jaw clamp. The overturning frame is controlled to overturn through the overturning assembly, so that the grouting pipe is parallel to the sleeve valve pipe on the ground, and then the operator aligns the grouting pipe with the sleeve valve pipe by moving the moving carrier.
The operator inserts the slip casting pipe into sleeve valve pipe through first clamping jaw of control assembly cooperation and second clamping jaw, and in this process, the operator starts first clamping jaw and second clamping jaw for first clamping jaw presss from both sides tight slip casting pipe, and the slip casting pipe is loosened to the second clamping jaw, and the operator moves towards sleeve valve pipe direction through first clamping jaw of control assembly control, makes first clamping jaw drive sleeve valve pipe stretch into sleeve valve pipe one section distance. Then the operator controls the second clamping jaw to clamp the grouting pipe, then the grouting pipe is loosened through the first clamping jaw, and the operator controls the second clamping jaw to move towards the sleeve valve pipe through the control assembly, so that the second clamping jaw drives the sleeve valve pipe to extend into the sleeve valve pipe for a certain distance. In this way, the grouting pipe is inserted into the sleeve valve pipe for grouting. After the grouting is finished for one section, an operator lifts the grouting pipe for a preset distance by matching the control assembly with the first clamping jaw and the second clamping jaw, and then grouting is continued. By the method, sectional grouting is realized.
The mode replaces manual drawing of the grouting pipe, so that the moving efficiency of the grouting pipe in the sleeve valve pipe is improved, the moving precision of the grouting pipe in the sleeve valve pipe is improved, and the construction effect of layered grouting of the sleeve valve pipe is improved.
Optionally, the overturning assembly comprises a sliding block arranged on the mounting frame in a sliding manner, an electric cylinder used for pushing the sliding block to move is arranged on the mounting frame, a connecting rod is hinged to the sliding block, and the connecting rod is hinged to the overturning frame.
Optionally, the connecting rod includes a first push rod and a second push rod, the first push rod is hinged to the sliding block, the second push rod is hinged to the roll-over stand, the first push rod is rotatably connected to a threaded sleeve, and the second push rod is inserted into the threaded sleeve and is in threaded connection with the threaded sleeve.
Optionally, the control assembly includes two mounting seats arranged on the roll-over stand, the two mounting seats are fixedly connected through a first guide pillar and a second guide pillar, moving seats are slidably arranged on the first guide pillar and the second guide pillar, a roll-over seat is hinged to the moving seats, a control unit for controlling the roll-over seat to roll over is arranged between the two mounting seats, the first clamping jaw is arranged on the roll-over seat corresponding to the first guide pillar, and the second clamping jaw is arranged on the roll-over seat corresponding to the second guide pillar;
two all rotate on the mount pad and be connected with the sprocket, two around being equipped with the chain between the sprocket, two remove the seat all with chain fixed connection, just the chain is located two and removes between the seat, one of them be provided with on the mount pad and be used for control to correspond sprocket pivoted driving motor.
Optionally, the first clamping jaw has the same structure as the second clamping jaw, the first clamping jaw corresponds to the finger cylinder on the turnover seat, and the two moving parts on the finger cylinder are provided with clamping blocks.
Optionally, the control unit is including setting up two guide rail between the mount pad, be provided with branch on the upset seat, the guide rail is used for supplying branch slides, be provided with first branch rail and second branch rail on the guide rail, first branch rail with the guide rail is parallel, first branch rail is skew the guide rail, just first branch rail with second branch rail all with the guide rail intercommunication, it is connected with the drive shaft to rotate on the guide rail, be provided with first baffle and second baffle in the drive shaft, first baffle be used for with branch is leading-in first branch rail, the second baffle be used for with branch is leading-in the second branch rail, be provided with the mounting panel on the first branch rail, be provided with on the mounting panel and be used for control drive shaft turned angle's control motor.
Optionally, the locking assembly comprises a supporting rod hinged to the locking frame, lifting blocks are hinged to the supporting rod, the lifting blocks are fixedly connected with each other through lifting rods, the lifting rods are arranged on the support in a sliding mode, and a locking cylinder used for driving the lifting rods to move is fixedly connected to the turnover frame.
Optionally, a locking groove is formed in the support, an insertion block is arranged on the locking frame, and the locking groove is used for allowing the insertion block to be inserted and connected.
Optionally, the bracket is provided with two first guide rollers in a rotating manner, the locking frame is provided with a second guide roller in a rotating manner, a guide hole is defined by the second guide roller and the two first guide rollers, and the guide hole is used for guiding the grouting pipe.
A multi-section sleeve valve pipe layered grouting method comprises the following steps:
s1, planning and measuring, namely measuring the ground to be reinforced, and planning the drilling position, the drilling number and the drilling depth; s2, drilling construction, namely drilling on the ground to be reinforced through a drilling device; s3, a sleeve valve pipe is arranged, a conical head is arranged at the bottom of the sleeve valve pipe, and the sleeve valve pipe provided with the conical head is inserted into each hole; s4, hole sealing construction, namely sealing the outer wall and the hole opening of the sleeve valve pipe by using concrete; and S5, performing layered grouting, namely embedding the grouting pipe into the turnover frame, aligning the grouting pipe through the locking assembly for guiding, clamping the grouting pipe through the first clamping jaw and the second clamping jaw by an operator, matching the first clamping jaw and the second clamping jaw through the control assembly, controlling the grouting pipe to move in a walking manner along the length direction of the grouting pipe, enabling the grouting pipe to penetrate through the sleeve valve pipe, pressing grout into a rock-soil layer through a grouting pump, and after each section of grouting is completed, matching the first clamping jaw and the second clamping jaw through the control assembly by the operator to drive the grouting pipe to lift for a preset distance, and continuing grouting.
By adopting the technical scheme, the total station is adopted to measure the foundation to be reinforced, the number and the positions of the drilled holes are planned, and the reasonable depth of the drilled holes is calculated. Then the operator sets up the sleeve valve pipe in each drilling, and the clearance of rethread concrete shutoff air vent between sleeve valve pipe prevents that thick liquids from spilling out the drill way, and at last through first clamping jaw of control assembly cooperation and second clamping jaw, drive the slip casting pipe and move in the sleeve valve pipe, replace artifical pull slip casting pipe and move in the sleeve valve pipe, realize the layering slip casting.
In summary, the present application includes at least one of the following beneficial technical effects: drive roll-over stand position through removing carrier cooperation electric jar and remove, make slip casting pipe and sleeve valve pipe align, then the operator provides and drives the chain at driving motor and remove, cooperate first clamping jaw and second clamping jaw, realize the slip casting pipe and move in sleeve valve pipe, so as to carry out layering slip casting, replace manual extraction slip casting pipe through this mode and realize the slip casting pipe and move in sleeve valve pipe, improve the slip casting pipe at the intraductal removal efficiency of sleeve valve, and the displacement accuracy, and then be favorable to improving the effect of layering slip casting.
Drawings
Fig. 1 is a schematic overall structure diagram of an embodiment of the present application.
Fig. 2 is a schematic structural diagram for embodying an overturning component according to an embodiment of the present application.
Fig. 3 is a schematic structural diagram for embodying the locking frame in the embodiment of the present application.
Fig. 4 is a schematic structural diagram for embodying a control component according to an embodiment of the present application.
FIG. 5 is a schematic diagram of a first jaw and a second jaw embodying the embodiments of the subject application.
FIG. 6 is an enlarged schematic view of portion A of FIG. 4
Description of reference numerals: 1. a mobile carrier; 11. a mounting frame; 12. a roll-over stand; 13. hinging shafts; 14. a grouting pipe; 2. a turnover assembly; 21. an electric cylinder; 22. a slider; 23. a connecting rod; 24. a first push rod; 25. a second push rod; 26. a threaded sleeve; 3. a control component; 31. a mounting seat; 32. a first side plate; 33. a second side plate; 34. a transverse plate; 35. a first opening; 36. a second opening; 37. a first guide post; 38. a second guide post; 4. a movable seat; 41. a sprocket; 42. a chain; 43. a drive motor; 5. a turning seat; 51. a first jaw; 52. a second jaw; 53. a finger cylinder; 54. a clamping block; 6. a control unit; 61. a strut; 62. a guide rail; 63. a first branch rail; 64. a second branch rail; 7. a drive shaft; 71. rotating the disc; 72. a first guide plate; 73. a second guide plate; 74. a connecting shaft; 75. mounting a plate; 76. controlling the motor; 8. a locking frame; 81. a column; 811. a support; 82. a locking assembly; 83. a locking cylinder; 84. a lifting rod; 85. a lifting block; 86. a support bar; 9. inserting a block; 91. a locking groove; 92. a first guide roller; 93. a second guide roller; 94. and (4) a guide hole.
Detailed Description
The present application is described in further detail below with reference to figures 1-6.
The embodiment of the application discloses a multi-section sleeve valve pipe layered grouting device and a grouting method. Referring to fig. 1 and 2, the multi-section sleeve valve pipe layered grouting device comprises a mounting frame 11 fixedly connected to the tail end of the mobile carrier 1, wherein the mounting frame 11 is a horizontally arranged rectangular frame. The broadside orientation of mounting bracket 11 removes carrier 1 setting, and mounting bracket 11 keeps away from to articulate through articulated shaft 13 on the broadside that removes carrier 1 has roll-over stand 12, and roll-over stand 12 is the rectangle, and articulated shaft 13 is located the one end of roll-over stand 12, and slip casting pipe 14 is located one side that roll-over stand 12 deviates from mounting bracket 11.
The mounting frame 11 is provided with a turnover assembly 2 for driving the turnover frame 12 to turn over, the turnover assembly 2 comprises an electric cylinder 21 fixedly connected to the lower surface of the mounting frame 11, and the moving direction of the moving part of the electric cylinder 21 is parallel to the length direction of the mounting frame 11. The moving groove has been seted up along self length direction on the mounting bracket 11, and the moving groove is vertical to run through mounting bracket 11, and slider 22 slides and sets up in the moving groove, and slider 22 and electric cylinder 21's removal portion fixed connection. A connecting rod 23 used for pushing the roll-over stand 12 to roll over is arranged between the sliding block 22 and the roll-over stand 12, the connecting rod 23 comprises a first push rod 24 hinged on the sliding block 22, and one side of the roll-over stand 12 facing the mounting frame 11 is hinged with a second push rod 25. The central axis of the first push rod 24 is collinear with the central axis of the second push rod 25, the end of the first push rod 24, which is far away from the slide block 22, is coaxially and rotatably connected with a threaded sleeve 26, and the end of the second push rod 25, which is far away from the roll-over stand 12, is in threaded connection with the threaded sleeve 26.
An operator activates the electric cylinder 21 to drive the slide block 22 to move along the length direction of the mounting frame 11, so as to push the roll-over stand 12 through the first push rod 24 and the second push rod 25, so that the roll-over stand 12 turns over, thereby adjusting the angle of the roll-over stand 12. The operator then adjusts the overall length between the first push rod 24 and the second push rod 25 by rotating the threaded sleeve 26 to achieve fine adjustment of the roll angle of the roll-over stand 12.
As shown in fig. 3 and 4, a first clamping jaw 51 and a second clamping jaw 52 for clamping the grouting pipe 14 are arranged in the roll-over stand 12, and a control assembly 3 for controlling the first clamping jaw 51 and the second clamping jaw 52 to move reversely is arranged in the roll-over stand 12. The control assembly 3 comprises two mounting seats 31 fixed in the roll-over stand 12, and a first clamping jaw 51 and a second clamping jaw 52 are positioned between the two mounting seats 31. The mounting seat 31 includes a first side plate 32 and a second side plate 33, the first side plate 32 and the second side plate 33 are fixedly connected by a transverse plate 34, and both the mounting seats 31 are H-shaped. One opening of the mounting seat 31 is arranged towards the roll-over stand 12 and is marked as a first opening 35; the other opening of the mounting block 31 is located away from the roll-over stand 12 and is designated as a second opening 36. The grout tube 14 is located within the two second openings 36. The two first side plates 32 are fixedly connected through two first guide posts 37, the two second side plates 33 are fixedly connected through two second guide posts 38, and the first guide posts 37 and the second guide posts 38 are both parallel to the length direction of the roll-over stand 12.
The moving base 4 is slidably arranged between the two first guide posts 37, and the moving base 4 is slidably arranged between the two second guide posts 38. Two diaphragm 34 all rotate towards one side of first opening 35 and are connected with sprocket 41, around establishing between two sprockets 41 and being used for driven chain 42, two remove the equal fixed connection of seat 4 on chain 42, and chain 42 is located between two removal seats 4. When one of the moving seats 4 moves toward the hinge shaft 13, the other moves away from the hinge shaft 13. The mounting seat 31 far away from the hinge shaft 13 is fixedly connected with a driving motor 43, the driving motor 43 is positioned in the corresponding first opening 35, and the output shaft of the driving motor 43 is coaxially and fixedly connected with the chain wheel 41 far away from the hinge shaft 13.
As shown in fig. 4 and 5, the two movable seats 4 are hinged to the turnover seat 5 through the pin, the turnover seat 5 is rectangular, the length direction of the turnover seat 5 is parallel to the length direction of the pin, and the axis direction of the pin is parallel to the axis direction of the sprocket 41. The first clamping jaw 51 and the second clamping jaw 52 respectively correspond to one overturning seat 5, the first clamping jaw 51 and the second clamping jaw 52 have the same structure, the first clamping jaw 51 comprises a finger air cylinder 53 fixedly connected to one side of the overturning seat 5, which faces the grouting pipe 14, and two moving parts of the finger air cylinder 53 are fixedly connected with clamping blocks 54 used for clamping the grouting pipe 14.
Two control units 6 are arranged between the two installation seats 31, and the control units 6 correspond to the moving seats 4 one by one and are used for controlling the overturning seats 5 to overturn. The chain 42 is located between the two control units 6, and the two control units 6 are arranged axisymmetrically with respect to the chain 42. The control unit 6 corresponding to the first clamping jaw 51 comprises two guide rails 62 arranged between the two mounting seats 31, and the length directions of the two guide rails 62 are parallel to the length direction of the roll-over stand 12. One end of each of the two guide rails 62 is fixedly connected to the first side plate 32 close to the driving motor 43, and the other end of each of the two guide rails 62 is fixedly connected to a first branch rail 63 and a second branch rail 64 communicated with the guide rails. The first rail 63 is located on the side of the guide rail 62 away from the grout tube 14, and the first rail 63 is perpendicular to the guide rail 62. The second branch rail 64 is parallel to the guide rail 62, and the second guide rail 62 is fixedly connected to the first side plate 32 far away from the driving motor 43. The second rail 64 corresponding to the first clamping jaw 51 is fixedly connected with the mounting seat 31 far away from the driving motor 43, and the second rail 64 corresponding to the second clamping jaw 52 is fixedly connected with the mounting seat 31 close to the driving motor 43. The turning seat 5 is fixedly connected with a supporting rod 61, the supporting rod 61 can be arranged on two corresponding guide rails 62 or first supporting rails 63 or second supporting rails 64 in a sliding manner, and two ends of the supporting rod 61 partially extend out of the corresponding guide rails 62 or first supporting rails 63 or second supporting rails 64.
As shown in fig. 4 and 6, the opening of the first branch rail 63 and the opening of the guide rail 62 are transited by an arc plate. A driving shaft 7 is rotatably connected between the first rail 63 and the guide rail 62, and a rotating disc 71 is fixedly connected to the driving shaft 7. A second guide plate 73 for blocking the first supporting rail 63 is fixedly connected to the circumferential surface of the rotating disc 71, and the second guide plate 73 is a straight plate; the circumferential surface of the rotating disc 71 is also fixedly connected with a first guide plate 72 for blocking the second branch rail 64, and the first guide plate 72 is in a shape of an inferior arc. The first guide plate 72 and the second guide plate 73 are symmetrically disposed on both sides of the rotating disc 71, and both the first guide plate 72 and the second guide plate 73 serve to guide the driving shaft 7. Two corresponding driving shafts 7 of the same control unit 6 are coaxially and fixedly connected through a connecting shaft 74, and the rotating disc 71 is positioned on one side of the corresponding first supporting rail 63, which is far away from the connecting shaft 74. A mounting plate 75 is fixedly connected to the first branch rail 63 close to the chain 42, a control motor 76 is fixedly connected to one side of the mounting plate 75 away from the connecting shaft 74, and an output shaft of the control motor 76 penetrates through the mounting plate 75 and is coaxially and fixedly connected with the corresponding driving shaft 7.
The operator drives the corresponding driving shafts 7 to rotate by starting the control motor 76, so that the two driving shafts 7 corresponding to the same overturning seat 5 rotate simultaneously under the transmission action of the connecting shaft 74. When the two driving shafts 7 rotate to the state that the second guide plate 73 blocks the opening of the first branch rail 63, the second guide plate 73 guides the supporting rod 61, so that the supporting rod 61 can slide into the second branch rail 64 from the guide rail 62, and the turnover seat 5 does not turn over in the process. When the two driving shafts 7 rotate to the position where the first guide plate 72 blocks the opening of the second branch rail 64, the first guide plate 72 guides the supporting rod 61, so that the supporting rod 61 can slide into the first branch rail 63 through the guide rail 62, and under the limiting effect of the first branch rail 63, one end of the turnover seat 5 close to the supporting rod 61 is turned ninety degrees towards one side far away from the moving seat 4. In a normal state, two clamping blocks 54 corresponding to the same finger cylinder 53 are positioned at two sides of the grouting pipe 14; when the overturning seat 5 is overturned by ninety degrees, the corresponding two clamping blocks 54 are driven to be completely separated from the grouting pipe 14.
As shown in figures 2 and 3, one side of the roll-over stand 12, which is far away from the mounting frame 11, is fixedly connected with a plurality of brackets 811, each bracket 811 is in a shape of 21274, the opening of each bracket 811 is arranged towards the direction far away from the mounting frame 11, the position, close to the opening, of each bracket 811 is hinged with a locking frame 8 through a stand column 81, and the axis of each stand column 81 is parallel to the axis direction of the chain wheel 41. One of the brackets 811 is located at the end of the chain 42 facing the mounting bracket 11 and the remaining locking brackets 8 are located at the end of the chain 42 facing away from the mounting bracket 11. The roll-over stand 12 is provided with a locking assembly 82 for driving each locking stand 8 to roll over, the locking assembly 82 comprises a lifting rod 84, and the length direction of the lifting rod 84 is parallel to the length direction of the roll-over stand 12. The lifting rod 84 is fixedly connected with a plurality of lifting blocks 85 corresponding to the positions of the locking frames 8, a plurality of supports 811 are fixedly connected with tracks for the sliding of the lifting blocks 85, and the length direction of the tracks is parallel to the length direction of the roll-over stand 12. All articulated on each lifter 85 have a bracing piece 86, and each bracing piece 86 all is located the upper end that corresponds locking frame 8 to it is articulated with corresponding locking frame 8. The roll-over stand 12 is fixedly connected with a locking cylinder 83, and a piston rod of the locking cylinder 83 is fixedly connected with a lifting rod 84.
The equal fixed connection inserted block 9 of one end that stand 81 was kept away from to each locking frame 8, the equal fixedly connected with locking groove 91 in the uncovered position of each support 811, and the uncovered equal up setting of each locking groove 91. All be connected with two first guide rollers 92 in each support 811 rotatably, two first guide rollers 92 on same support 811 are the V-arrangement, and the breach orientation that two first guide rollers 92 formed is unanimous with the open orientation of support 811 to installation slip casting pipe 14. The locking frame 8 is rotatably connected with a second guide roller 93, when the insert block 9 is inserted into the locking groove 91, the locking groove 91 closes the opening of the bracket 811, the second guide roller 93 is matched with the two corresponding first guide rollers 92 to form a triangular guide hole 94, and the guide hole 94 is used for guiding the grouting pipe 14.
The implementation principle of the embodiment of the application is as follows: in the initial state, the locking cylinder 83 is in an extended state, so that the lifting rod 84 drives each lifting block 85 to be lifted, and at this time, the length direction of each locking frame 8 is parallel to the length direction of the roll-over stand 12. The two control motors 76 rotate the corresponding driving shafts 7, so that each first guide plate 72 blocks the corresponding second branch rail 64. The supporting rods 61 on the two turning seats 5 are located in the corresponding first supporting rails 63, so that the two turning seats 5 drive the corresponding clamping blocks 54 to turn ninety degrees, and at this time, each clamping block 54 is completely separated from the grouting pipe 14.
The operator controls the roll-over stand 12 to roll over by activating the electric cylinder 21 to drive the first push rod 24 and the second push rod 25, so that the roll-over stand 12 tends to be horizontal, and the operator can place the grouting pipe 14 in the opening of the roll-over stand 12. The operator places the grout tube 14 in the roll-over stand 12 so that the grout tube 14 is received on each of the first guide rollers 92. The operator is through starting locking cylinder 83 for the piston rod shrink of locking cylinder 83 drives lifter 84 to remove, thereby drives each locking frame 8 upset, makes the inserted block 9 on each locking frame 8 all insert in the locking groove 91 that corresponds. At this time, the second guide rollers 93 on the respective locking frames 8 are abutted against the grouting pipe 14, and play a role in limiting and guiding the grouting pipe 14.
Then, the operator starts the driving motor 43 to drive the corresponding chain wheel 41 to rotate, and further drives the chain 42 to move, so that the two movable bases 4 move to one end of the guide rail 62 far away from the second branch rail 64. In this process, each support rod 61 all slides gradually to the corresponding guide rail 62 in for two upset seats 5 drive corresponding grip blocks 54 all towards grouting pipe 14 direction upset ninety degrees, and grouting pipe 14 is located between two grip blocks 54 that same upset seat 5 corresponds this moment. Then the operator starts the two finger cylinders 53 to drive the corresponding clamping blocks 54 to clamp the grouting pipe 14, so as to fix the grouting pipe 14.
After the grouting pipes 14 are fixed, the operator starts the two control motors 76 to drive the driving shaft 7 to rotate, so that the first guide plates 72 release the limiting effect on the second branch rails 64, and the second guide plates 73 are turned over to block the first branch rails 63. At this time, the guide rail 62 communicates with the second branch rail 64.
Before inserting the grouting pipe 14 into the sleeve valve pipe, starting the electric cylinder 21 to drive the overturning frame 12 to overturn until the grouting pipe 14 is approximately parallel to the sleeve valve pipe, and finely adjusting the overturning angle of the overturning frame 12 by rotating the screw sleeve 26 to enable the grouting pipe 14 to be parallel to the sleeve valve pipe. The operator then moves the mobile carrier 1 so that the grout tube 14 is aligned with the sleeve valve tube.
When the operator controls the grouting pipe 14 to be inserted into the sleeve valve pipe, the operator firstly starts the finger air cylinder 53 corresponding to the second clamping jaw 52 to release the clamping effect on the grouting pipe 14. The operator then actuates the drive motor 43 a nominal number of turns so that the first jaw 51 moves a set distance toward the hinge axis 13 and the second jaw 52 moves the same distance away from the hinge axis 13 to effect movement of the grout tube 14 a set distance toward the sleeve valve tube. The operator activates the finger cylinder 53 corresponding to the second clamping jaw 52 to clamp the grouting pipe 14, and then activates the finger cylinder 53 corresponding to the first clamping jaw 51 to release the clamping effect on the grouting pipe 14. Finally, the operator starts the driving motor 43 to rotate reversely for a rated number of turns, so that the first clamping jaw 51 moves for a set distance in the direction away from the hinge shaft 13, and the second clamping jaw 52 moves for the same distance in the direction toward the hinge shaft 13, thereby realizing that the grouting pipe 14 continues to move for a certain distance toward the sleeve valve pipe. The operator repeats the above-described operation, so that the grouting pipe 14 moves into the sleeve valve pipe in a walking manner.
After the grout tube 14 completes a section of grouting, the operator needs to lift the grout tube 14 a distance. An operator drives the grouting pipe 14 to lift in a walking way by matching the driving motor 43 with the two finger cylinders 53, so that layered grouting is realized.
The embodiment of the application further discloses a multi-section sleeve valve pipe layered grouting method, which comprises the following steps:
s1: planning and measuring, namely measuring on the ground in the to-be-constructed range through a total station, planning drilling positions, drilling quantity and drilling depth, and setting reasonable hole intervals.
S2: and (3) drilling construction, wherein an operator drills holes at the positions provided with the marks on the ground through the drilling device, and the drilling depth is controlled in the drilling process.
And S3, a sleeve valve pipe is arranged, a conical head is arranged at the bottom of the prepared sleeve valve pipe, and the sleeve valve pipe provided with the conical head is inserted into each hole, so that the opening end of each sleeve valve pipe is 15-30cm higher than the ground.
And S4, hole sealing construction, namely preparing concrete by an operator, sealing the concrete in a range from the ground around the hole opening to 0.5-1m below the ground, and preventing slurry from overflowing from the space between the hole wall and the outer wall of the sleeve valve pipe when grouting is prevented by the concrete.
And S5, layered grouting, namely, an operator firstly installs the grouting pipe 14 in the roll-over stand 12 and limits and guides the grouting pipe 14 through the matching of each second guide roller 93 and the corresponding first guide roller 92. An operator controls the driving motor 43 to drive the corresponding chain wheel 41 to rotate, so as to drive the first clamping jaw 51 and the second clamping jaw 52 to reversely lift under the action of the chain 42, and then the first clamping jaw 51 and the second clamping jaw 52 are in elastic fit to clamp the grouting pipe 14, so as to drive the grouting pipe 14 to lift in a walking manner.
After the grouting pipe 14 is installed on the roll-over stand 12, an operator drives the first push rod 24 and the second push rod 25 to push the roll-over stand 12 to roll over by starting the electric cylinder 21, the angle of the grouting pipe 14 is controlled, and the carrier 1 is moved to align the grouting pipe 14 with the corresponding sleeve valve pipe so that the grouting pipe 14 extends into the sleeve valve pipe.
An operator presses the grout into the gap between the grouting pipe 14 and the sleeve valve pipe through a grouting pump, so that the grout is injected into the rock-soil layer through the grout outlet of the sleeve valve pipe. After finishing the first-stage grouting, the operator controls the driving motor 43 to cooperate with the first clamping jaw 51 and the second clamping jaw 52 to drive the grouting pipe 14 to lift a preset distance for continuous grouting, and the segmented grouting is realized in such a reciprocating manner.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims (10)

1. A multi-section sleeve valve pipe layered grouting device and a grouting method are characterized in that: including removing carrier (1), install mounting bracket (11) on removing carrier (1), articulated on mounting bracket (11) have roll-over stand (12) that are used for holding slip casting pipe (14), be provided with on mounting bracket (11) and be used for control roll-over subassembly (2) of roll-over stand (12) upset, roll-over stand (12) are provided with first clamping jaw (51) and second clamping jaw (52), just first clamping jaw (51) with second clamping jaw (52) all are used for the centre gripping slip casting pipe (14), be provided with control assembly (3) on roll-over stand (12), control assembly (3) are used for control first clamping jaw (51) with second clamping jaw (52) reverse movement, be provided with support (811) on roll-over stand (12), articulated on support (811) have locking frame (8), just support (811) with locking frame (8) cooperation is spacing and the direction to the slip casting pipe (14), be provided with on support (811) and be used for the drive locking subassembly (82) of locking frame (8) upset.
2. The multi-section sleeve valve pipe layered grouting device and method according to claim 1, characterized in that: upset subassembly (2) including sliding and setting up slider (22) on mounting bracket (11), be provided with on mounting bracket (11) and be used for promoting electric jar (21) that slider (22) removed, it has connecting rod (23) to hinge on slider (22), connecting rod (23) are articulated with roll-over stand (12).
3. The multi-section sleeve valve pipe layered grouting device and method according to claim 2, characterized in that: the connecting rod (23) comprises a first push rod (24) and a second push rod (25), the first push rod (24) is hinged to the sliding block (22), the second push rod (25) is hinged to the turnover frame (12), a threaded sleeve (26) is connected to the first push rod (24) in a rotating mode, and the second push rod (25) is inserted into the threaded sleeve (26) and in threaded connection with the threaded sleeve (26).
4. The multi-section sleeve valve pipe layered grouting device and method according to claim 1, characterized in that: the control assembly (3) comprises two mounting seats (31) arranged on the turnover frame (12), a first guide post (37) and a second guide post (38) are fixedly connected between the two mounting seats (31), moving seats (4) are arranged on the first guide post (37) and the second guide post (38) in a sliding mode, turnover seats (5) are hinged to the moving seats (4), a control unit (6) used for controlling the turnover seats (5) to turn over is arranged between the two mounting seats (31), the first clamping jaw (51) is arranged on the turnover seat (5) corresponding to the first guide post (37), and the second clamping jaw (52) is arranged on the turnover seat (5) corresponding to the second guide post (38);
two all rotate on mount pad (31) and be connected with sprocket (41), two around being equipped with chain (42), two between sprocket (41) remove seat (4) all with chain (42) fixed connection, just chain (42) are located two and remove between seat (4), one of them be provided with on mount pad (31) and be used for control to correspond sprocket (41) pivoted driving motor (43).
5. The multi-section sleeve valve pipe layered grouting device and method according to claim 4, characterized in that: first clamping jaw (51) with second clamping jaw (52) structure is the same, first clamping jaw (51) is including setting up and is corresponding finger cylinder (53) on upset seat (5), just all be provided with grip block (54) on two removal portions on finger cylinder (53).
6. The multi-section sleeve valve pipe layered grouting device and method according to claim 4, characterized in that: control unit (6) is including setting up two guide rail (62) between mount pad (31), be provided with branch (61) on upset seat (5), guide rail (62) are used for supplying branch (61) slide, be provided with first branch rail (63) and second branch rail (64) on guide rail (62), first branch rail (63) with guide rail (62) are parallel, first branch rail (63) skew guide rail (62), just first branch rail (63) with second branch rail (64) all with guide rail (62) intercommunication, it is connected with drive shaft (7) to rotate on guide rail (62), be provided with first baffle (72) and second baffle (73) on drive shaft (7), first baffle (72) be used for with branch rail (61) leading-in first branch rail (63), second baffle (73) be used for with branch rail (61) leading-in second branch rail (64), be provided with mounting panel (75) on first branch rail (63), mounting panel (75) be used for the control angle (76) of control motor (7) are provided with.
7. The multi-section sleeve valve pipe layered grouting device and method according to claim 1, characterized in that: locking Assembly (82) including articulate bracing piece (86) on locking frame (8), it has elevator (85), each to articulate on bracing piece (86) between elevator (85) through lifter (84) fixed connection, lifter (84) slide and set up support (811), fixedly connected with is used for driving locking cylinder (83) that lifter (84) removed on roll-over stand (12).
8. The multi-section sleeve valve pipe layered grouting device and method according to claim 7, characterized in that: be provided with locking groove (91) on support (811), be provided with inserted block (9) on locking frame (8), locking groove (91) are used for supplying inserted block (9) are pegged graft.
9. The multi-section sleeve valve pipe layered grouting device and method according to claim 7, characterized in that: rotate on support (811) and have two first guide roll (92), all rotate on locking frame (8) and be connected with second guide roll (93), second guide roll (93) and two enclose into guiding hole (94) between first guide roll (92), guiding hole (94) are used for leading slip casting pipe (14).
10. A grouting method using the multi-section sleeve valve pipe layering grouting device of any one of claims 1-9, characterized in that: the method comprises the following steps:
s1, planning and measuring, namely measuring the ground to be reinforced, and planning the drilling position, the drilling number and the drilling depth; s2, drilling construction, namely drilling on the ground to be reinforced through a drilling device; s3, a sleeve valve pipe is arranged, a conical head is arranged at the bottom of the sleeve valve pipe, and the sleeve valve pipe provided with the conical head is inserted into each hole; s4, hole sealing construction, namely sealing the outer wall and the hole opening of the sleeve valve pipe through concrete; s5, layered grouting, namely embedding the grouting pipe (14) into the roll-over stand (12), aligning and guiding the grouting pipe through the locking assembly (82), clamping the grouting pipe (14) through the first clamping jaw (51) and the second clamping jaw (52) by an operator, matching the control assembly (3) with the first clamping jaw (51) and the second clamping jaw (52), controlling the grouting pipe (14) to move in a walking manner along the length direction of the grouting pipe, enabling the grouting pipe (14) to penetrate through a sleeve valve pipe, pressing grout into a rock-soil layer through a grouting pump, and after finishing grouting of each section, matching the first clamping jaw (51) and the second clamping jaw (52) through the control assembly (3) to drive the grouting pipe (14) to lift for a preset distance to continue grouting.
CN202211036081.1A 2022-08-27 2022-08-27 Multi-section sleeve valve pipe layered grouting device and grouting method Pending CN115247418A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN118407421A (en) * 2024-07-03 2024-07-30 山东兴华防水保温工程有限公司 Soft soil foundation settlement lifting and reinforcing method and equipment

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105946103A (en) * 2016-05-23 2016-09-21 唐山贺祥机电股份有限公司 Pneumatic overturning blank-taking system
CN106601558A (en) * 2017-02-17 2017-04-26 苏晓明 Mobile turnover device
CN212129147U (en) * 2020-04-14 2020-12-11 陕西中湘岩土工程有限公司 Multi-section sleeve valve pipe layered grouting device
CN214272046U (en) * 2020-10-19 2021-09-24 中铁六局集团有限公司 Sleeve valve pipe slip casting ware
CN114718046A (en) * 2022-04-24 2022-07-08 中煤湖北地质勘察基础工程有限公司 Sleeve valve pipe grouting structure for deep soil filling layer and construction method thereof

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105946103A (en) * 2016-05-23 2016-09-21 唐山贺祥机电股份有限公司 Pneumatic overturning blank-taking system
CN106601558A (en) * 2017-02-17 2017-04-26 苏晓明 Mobile turnover device
CN212129147U (en) * 2020-04-14 2020-12-11 陕西中湘岩土工程有限公司 Multi-section sleeve valve pipe layered grouting device
CN214272046U (en) * 2020-10-19 2021-09-24 中铁六局集团有限公司 Sleeve valve pipe slip casting ware
CN114718046A (en) * 2022-04-24 2022-07-08 中煤湖北地质勘察基础工程有限公司 Sleeve valve pipe grouting structure for deep soil filling layer and construction method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN118407421A (en) * 2024-07-03 2024-07-30 山东兴华防水保温工程有限公司 Soft soil foundation settlement lifting and reinforcing method and equipment

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