CN205711681U - Hydraulic ceiling coil slip casting machine - Google Patents

Hydraulic ceiling coil slip casting machine Download PDF

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Publication number
CN205711681U
CN205711681U CN201620327133.4U CN201620327133U CN205711681U CN 205711681 U CN205711681 U CN 205711681U CN 201620327133 U CN201620327133 U CN 201620327133U CN 205711681 U CN205711681 U CN 205711681U
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CN
China
Prior art keywords
hydraulic
hydraulic cylinder
slide
frame
slip casting
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Withdrawn - After Issue
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CN201620327133.4U
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Chinese (zh)
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CN205711681U9 (en
Inventor
高守峰
高明芹
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Individual
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Individual
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Abstract

nullHydraulic ceiling coil slip casting machine,Including frame,Frame both sides are respectively provided with a guide rail along its length,Hydraulic Station is installed at frame rear portion,Pipe clamp slide is installed successively from A-P in frame、Motor slide carriage and hydraulic cylinder slide,Pipe clamp slide、Motor slide carriage and hydraulic cylinder slide respectively can be along slide,The first hydraulic cylinder it is horizontally mounted on hydraulic cylinder slide、Vertical installation the second hydraulic cylinder,First hydraulic cylinder and the second hydraulic cylinder are by grouting pipeline and Hydraulic Station UNICOM,Second hydraulic cylinder is positioned at the first hydraulic cylinder rear,The piston rod of the first hydraulic cylinder is connected with motor slide carriage,Motor-driven mechanism is installed on motor slide carriage,The utility model has the advantage of: it is designed as level punching perforating tube structure,And use hydraulic system to provide poling power for Grouting Pipe,Match-drill mechanism again,Accurately Grouting Pipe level can be penetrated in roadbed at a high speed,Provide safeguard for follow-up slip casting work.Hydraulic control makes boring procedure strong gently, simple to operation.

Description

Hydraulic ceiling coil slip casting machine
Technical field
This utility model relates to and belongs to high-pressure slip-casting apparatus field, is exactly a kind of hydraulic ceiling coil slip casting machine.
Background technology
Highway can cause road surface local collapse after long-term use.The most conventional restorative procedure is: first by slip casting Pipe is squeezed in roadbed straight down by road surface, recycling high-pressure grout injector by the material easily solidified or compound (water, cement mortar, Waterglass etc.) accurately have an injection in rock stratum or the crack of soil and cavity, cut down infiltration, consolidation rock stratum and soil to arrive Intention.But, on road surface, from top to bottom punching is satisfied the need with destructive excessive, and, just directly affect during implementing work Normal open car, penetrates Grouting Pipe the equipment in roadbed have that structure is complicated, operating cost is high and by poling efficiency it addition, existing Low deficiency.
Utility model content
For solving the problems referred to above, the purpose of this utility model is to provide a kind of hydraulic ceiling coil slip casting machine, and it changes tradition Vertically punching poling mode, uses the method at roadbed side punching poling to repair highway accurately at high speed, and And, its simple in construction, easy to operate, run into low can effectively solve prior art exist problem.
This utility model for achieving the above object, is achieved through the following technical solutions: hydraulic ceiling coil slip casting machine, including machine Frame, frame both sides are respectively provided with a guide rail along its length, and Hydraulic Station is installed at frame rear portion, and frame is pacified successively from A-P Tubulature card slide, motor slide carriage and hydraulic cylinder slide, pipe clamp slide, motor slide carriage and hydraulic cylinder slide respectively can be sliding along guide rail Dynamic, hydraulic cylinder slide is horizontally mounted the first hydraulic cylinder, vertical installation the second hydraulic cylinder, the first hydraulic cylinder and the second hydraulic cylinder lead to Crossing grouting pipeline and Hydraulic Station UNICOM, the second hydraulic cylinder is positioned at the first hydraulic cylinder rear, the piston rod of the first hydraulic cylinder and motor Slide connects, and motor slide carriage is installed motor-driven mechanism, and the output shaft of motor-driven mechanism is connected with drilling rod by universal joint, The front end of drilling rod is provided with drill bit, installs push rod between motor slide carriage and pipe clamp slide, pipe clamp slide is installed pipe clamp, under frame Portion is provided with at least two cross bars, and all cross bars are arranged in order along frame length direction, and the piston rod of the second hydraulic cylinder stretches out can be with Wherein cross bar coordinates, the described distance between adjacent two cross bars less than the first hydraulic cylinder long telescopic distance from.
For realizing the purpose of this utility model further, it is also possible to by the following technical solutions: described motor-driven mechanism Being made up of change speed gear box and motor, connected by belt gear between change speed gear box and motor, the bull stick of change speed gear box is with drilling rod even Connect.Fixed installation Grouting Pipe in described pipe clamp, drilling rod passes Grouting Pipe, the sidewall of Grouting Pipe is offered several slip casting through hole.Also Including high-pressure grout injector, high-pressure slip-casting function is by pipeline and Grouting Pipe rear end UNICOM.Install in described Grouting Pipe frame and support Plate, gripper shoe is connected with frame by pedestal.Described frame is provided with hydraulic control platform, and hydraulic control platform passes through pipeline and liquid Ya Zhan UNICOM is to control the first hydraulic cylinder and the second hydraulic cylinder.Described Hydraulic Station is connected structure by support, motor and electric machine support Become.Described cross bar is downward opening channel-section steel.Also including hoisting mechanism, hoisting mechanism has base, and base is vertically installed stand, Stand upper level installs rotating shaft, installs two the second line rollers in the middle part of rotating shaft, and a 3rd line roller, stand are installed in the outer end of rotating shaft Upper installation lifter plate, lifter plate can slide along stand, and two second piece second steel wire ropes of each mistake of line roller are connected with lifter plate, for Lifter plate provides the pulling force risen, and First Line roller is installed in the side of stand, and First Line roller passes through the first steel wire rope and the 3rd line roller Connecting, the rotating shaft of First Line roller is installed handle, lifter plate coordinates with bottom frame.Described stand bottom is hinged with base, vertical In the middle part of frame, the one end with tilted supporter is hinged, and the other end of tilted supporter can be fixed by alignment pin with base.
The utility model has the advantage of: it is designed as level punching perforating tube structure, and to use hydraulic system be Grouting Pipe Poling power, then match-drill mechanism are provided, can accurately Grouting Pipe level be penetrated in roadbed, for follow-up Cementer at a high speed Provide safeguard.Hydraulic control makes boring procedure strong gently, simple to operation.Meanwhile, it utilizes hydraulic system self Realize advancing step by step, make the first hydraulic cylinder (18) length and volume the most significantly reduce, thus both can reduce machine volume and weight, In turn, ensure that and add thrust in fact more precisely, also can reduce occupation of land space, adapt to the adverse circumstances that construction space is narrow and small.This practicality is new Type also has advantage compact, cheap for manufacturing cost and easy to use simple for structure.
Accompanying drawing explanation
Fig. 1 is hydraulic top Grouting Pipe slip casting machine device front view described in the utility model;Fig. 2 is Fig. 1 top view;Fig. 3 is Hoisting mechanism front view;Fig. 4 is Fig. 3 left view;Fig. 5 is Fig. 3 top view;Fig. 6 is an up mechanism and hydraulic top Grouting Pipe slip casting Structural representation at machine cooperation;Fig. 7 is the A-A section view structure for amplifying schematic diagram of Fig. 1.
Reference: 1 support 2 Hydraulic Station 3 motor 4 electric machine support 5 motor 6 belt gear 7 change speed gear box 8 universal joint 9 drilling rod 10 Grouting Pipe 11 pipe clamp 12 tilted supporters 13 second line roller 14 frame 15 front-wheel 16 trailing wheels 17 are horizontal Bar 18 first hydraulic push rod 19 pipe clamp slide 20 bull stick 21 roller 22 second hydraulic push rod 23 hydraulic push rod pedestal 24 stands Frame 25 hydraulic control platform 26 motor slide carriage 27 guide rail 28 base 29 stand 30 the 3rd line roller 31 tilted supporter 32 rotating shaft 33 Handle 34 First Line roller 35 second steel wire rope 36 lifter plate 37 first steel wire rope.
Detailed description of the invention
Stress test platform described in the utility model, as depicted in figs. 1 and 2, including frame 14, frame 14 both sides are along it Length direction is respectively provided with a guide rail 27, and guide rail 27 and frame 14 can be made into one.Hydraulic Station 2, frame are installed in frame 14 rear portion Pipe clamp slide 19, motor slide carriage 26 and hydraulic cylinder slide 23 are installed successively from A-P on 14.Pipe clamp slide 19, motor slide carriage 26 Can slide along guide rail 27 respectively with hydraulic cylinder slide 23.For reducing sliding friction, as it is shown in fig. 7, described frame 14 two side portions Can be made up of channel-section steel, channel-section steel is guide rail 27, and channel-section steel opening inwardly constitutes gathering sill, pipe clamp slide 19, motor slide carriage 26 and liquid Cylinder pressure slide 23 can install wheel shaft and roller 21, and roller 21 is positioned at gathering sill, it is ensured that pipe clamp slide 19, motor slide carriage 26 and liquid Cylinder pressure slide 23 moves along a straight line along same gathering sill.For reducing volume, described roller 21 can be bearing.On hydraulic cylinder slide 23 It is horizontally mounted the first hydraulic cylinder 18, vertical installation the second hydraulic cylinder 22.First hydraulic cylinder 18 and the second hydraulic cylinder 22 pass through slip casting Pipeline and Hydraulic Station 2 UNICOM.Second hydraulic cylinder 22 is positioned at the first hydraulic cylinder 18 rear.The piston rod of the first hydraulic cylinder 18 and motor Slide 26 connects, and motor slide carriage 26 is installed motor-driven mechanism, and the output shaft of motor-driven mechanism passes through universal joint 8 and drilling rod 9 connect, and the front end of drilling rod 9 is provided with drill bit.For convenience of changing drilling rod 9 or drill bit, can be threaded connection with between drilling rod 9 and drill bit.Ten thousand Also can be substituted by shaft coupling or other existing bindiny mechanisms to joint 8, but, owing in work progress, drilling rod 9 can rock unavoidably Or swing, therefore, select universal joint 8 to be best suited for this specific real work environment.Pacify between motor slide carriage 26 and pipe clamp slide 19 Dress push rod 24.For preventing Hard link from motor slide carriage 26 or pipe clamp slide 19 causing damage, push rod 24 two ends can respectively with motor Slide 26 and pipe clamp slide 19 are hinged.Installing pipe clamp 11 on pipe clamp slide 19, pipe clamp 11 is used for fixing Grouting Pipe 10, thus will push away Power passes to Grouting Pipe 10.The bottom of frame 14 is provided with at least two cross bars 17, and all cross bars 17 depend on along frame 14 length direction Secondary arrangement, the piston rod of the second hydraulic cylinder 22 stretches out and can coordinate with wherein cross bar 17.Described frame 14 is provided with hydraulic pressure Operation bench 25, the described distance between adjacent two cross bars 17 less than the first hydraulic cylinder 18 long telescopic distance from.Before using, Described slip casting machine welding system outer with hydraulic control and Electric control etc. respectively is connected.
Described motor-driven mechanism is made up of change speed gear box 7 and motor 5, passes through belt drive between change speed gear box 7 and motor 5 Structure 6 connects, and the bull stick 20 of change speed gear box 7 is connected with drilling rod 9.Described motor-driven mechanism can also be existing to drive drilling rod 9 The mechanism rotated.
Fixed installation Grouting Pipe 10 in described pipe clamp 11, drilling rod 9 is through Grouting Pipe 10.Number is offered on the sidewall of Grouting Pipe 10 Individual slip casting through hole, so that slip casting more Quick uniform, thus improve slip casting area and slip casting efficiency.
Poling work of holing first is carried out: motor 5 drives the bull stick 20 of change speed gear box 7 to rotate, thus drives drilling rod 9 He before slip casting Bit, meanwhile the second hydraulic cylinder 22 stretches out the front side of the cross bar 17 being stuck in rearmost, and this cross bar 17 is the first hydraulic pressure The rear support that cylinder 18 provides, now, the piston rod extension of the first hydraulic cylinder 18 makes the drilling rod 9 rotated have individual power forward, So that drilling rod 9 inwardly punches in roadbed side, and, Grouting Pipe is pierced in the hole accomplished fluently.When the first hydraulic cylinder 18 When projecting forwardly to greatest length, the boring poling first stage completes, and the second hydraulic cylinder 22 is upwards regained, afterwards first hydraulic cylinder 18 Piston rod retracted for clearance, now, owing to Grouting Pipe 10 and drill bit all and have powerful frictional force, therefore, the first liquid between soil layer When cylinder pressure 18 shrinks piston rod, piston rod is motionless relative to frame 14, and the first hydraulic cylinder 18 can drive hydraulic cylinder slide 23 to reach Dynamic, when the first hydraulic cylinder 18 is contracted to shortest length, owing to the distance between described cross bar 17 is less than the first hydraulic cylinder 18 Long telescopic distance from, therefore, now the piston rod of the second hydraulic cylinder 22 stretches out and can block on front side of several second cross bar 17, Repeat the above steps, continues punching poling, and Grouting Pipe wears the setting position to roadbed the most at last, and to complete to advance step by step, punching is worn Pipe works.At the end of punching poling, the piston rod of the second hydraulic cylinder 22 is regained, and now the piston rod of the first hydraulic cylinder 18 enters one Step elongation, due to the frictional force between drill bit and soil layer rock, therefore, piston rod is motionless, hydraulic cylinder slide 23 and the second hydraulic pressure Cylinder 22 is moved rearwards by, and when the first hydraulic cylinder 18 extends to greatest length, the second hydraulic cylinder 22 elongation is stuck in certain root cross bar 17 Rear side, cross bar 17 is the fulcrum that the first hydraulic cylinder 18 provides post-tensioning, and now, Grouting Pipe 10 is blocked motionless by roadbed, the first liquid Cylinder pressure 18 shrinks and drives the relative Grouting Pipe 10 of drilling rod 9 to be moved rearwards by, until the first hydraulic cylinder 18 is punctured into the most in short-term, the first order is moved back Drilling rod operation terminates, and steps be repeated alternatively until drilling rod 9 and is extracted out by Grouting Pipe 10 completely, afterwards by Grouting Pipe 10 and pipe clamp 11 Separate, finally, be connected with Grouting Pipe 10 by pipeline with existing high-pressure grout injector, slip casting in roadbed.When drill bit and drilling rod 9 When retreating in Grouting Pipe 10, have drill bit between drill bit and Grouting Pipe 10 and bring the earth in Grouting Pipe 10 into, earth can make drill bit with Having bigger frictional force between Grouting Pipe 10, this frictional force enough provides support force to promote hydraulic cylinder sliding for the first hydraulic cylinder 18 Seat 23 and the second hydraulic cylinder 22 are moved rearwards by.Only when the first hydraulic cylinder 18 has post-tensioning fulcrum, drilling rod 9 just can be pulled relatively to note Slurry pipe 10 is moved rearwards by.
For improving drilling efficiency further, described drill bit can be augers.Move described slip casting machine for convenience, described Front-wheel 15 and trailing wheel 16 are installed bottom frame 14.
As it is shown in figure 1, install gripper shoe 12 in described Grouting Pipe frame 14, gripper shoe 12 is by pedestal with frame 14 even Connect.When Grouting Pipe 10 is longer, gripper shoe 12 can provide for Grouting Pipe 10 front end at the beginning of punching poling and support, and makes punching poling More stable accurate.In the punching poling later stage, gripper shoe 12 can be pulled down, in order to do not affect pipe clamp slide 19 and drive Grouting Pipe 10 Reach further.
For improving complete machine integraty, further facilitate operation and transport, as it is shown in figure 1, described frame 14 is provided with liquid Pressure operation bench 25, hydraulic control platform 25 passes through pipeline with Hydraulic Station 2 UNICOM to control the first hydraulic cylinder 18 and the second hydraulic cylinder 22.
As it is shown in figure 1, described Hydraulic Station 2 is connected and composed by support 1, motor 3 and electric machine support 4.
As it is shown in figure 1, described cross bar 17 can be downward opening channel-section steel.
As shown in Figures 3 to 6, it also includes hoisting mechanism, and hoisting mechanism has base 28, and base 28 is vertically installed stand 29, stand 29 upper level installs rotating shaft 32, installs two the second line rollers 13 in the middle part of rotating shaft 32, and the outer end of rotating shaft 32 installs one 3rd line roller 30, stand 29 is installed lifter plate 36, and lifter plate 36 can slide along stand 29, two the second each mistakes of line roller 13 one Second steel wire rope 35 is connected with lifter plate 36, provides the pulling force risen for lifter plate 36, and First Line roller is installed in the side of stand 29 34, First Line roller 34 is connected with the 3rd line roller 30 by the first steel wire rope 37, and the rotating shaft of First Line roller 34 is installed handle 33, Lifter plate 36 coordinates bottom frame 14.When needing the angle adjusting punching, frame 14 rear portion can be adjusted by hoisting mechanism Height with realize.During use, can coordinate with lifter plate 36 with downwardly facing opening cross bar 17 as shown in Figure 6, to prevent frame 14 Relative with between lifter plate 36 slide.
Transporting described hoisting mechanism for convenience, as shown in Figure 3 and Figure 4, stand 29 bottom is hinged with base 28, in stand 29 Portion is hinged with one end of tilted supporter 31, and the other end of tilted supporter 31 can be fixed by alignment pin with base 28.During use, tilted supporter The other end of 31 can be fixed by alignment pin with base 28, and tilted supporter 31 and stand 29 constitute stable hoisting frame, and use completes After, alignment pin can be removed, make the other end of tilted supporter 31 separate with base 28, thus, by base 28, stand 29 and tilted supporter 31 are superimposed on together.
The technical solution of the utility model is not restricted in the range of embodiment described in the utility model.This practicality is new The technology contents of the most detailed description of type is known technology.

Claims (10)

1. hydraulic ceiling coil slip casting machine, it is characterised in that: include that frame (14), frame (14) both sides are respectively provided with one along its length Bar guide rail (27), frame (14) rear portion install Hydraulic Station (2), frame (14) is installed successively from A-P pipe clamp slide (19), Motor slide carriage (26) and hydraulic cylinder slide (23), pipe clamp slide (19), motor slide carriage (26) and hydraulic cylinder slide (23) energy respectively Slide along guide rail (27), hydraulic cylinder slide (23) be horizontally mounted the first hydraulic cylinder (18), vertical installation the second hydraulic cylinder (22), First hydraulic cylinder (18) and the second hydraulic cylinder (22) are by grouting pipeline and Hydraulic Station (2) UNICOM, and the second hydraulic cylinder (22) is positioned at First hydraulic cylinder (18) rear, the piston rod of the first hydraulic cylinder (18) is connected with motor slide carriage (26), the upper peace of motor slide carriage (26) Dress motor-driven mechanism, the output shaft of motor-driven mechanism is connected with drilling rod (9) by universal joint (8), and the front end of drilling rod (9) sets There is drill bit, push rod (24) be installed between motor slide carriage (26) and pipe clamp slide (19), pipe clamp slide (19) is installed pipe clamp (11), The bottom of frame (14) is provided with at least two cross bars (17), and all cross bars (17) are arranged in order along frame (14) length direction, the The piston rod of two hydraulic cylinders (22) stretches out and can coordinate with wherein cross bar (17), between described adjacent two cross bars (17) Distance less than the first hydraulic cylinder (18) long telescopic distance from.
Hydraulic ceiling coil slip casting machine the most according to claim 1, it is characterised in that: described motor-driven mechanism is by change speed gear box (7) constitute with motor (5), connected by belt gear (6) between change speed gear box (7) and motor (5), turning of change speed gear box (7) Bar (20) is connected with drilling rod (9).
Hydraulic ceiling coil slip casting machine the most according to claim 1, it is characterised in that: fixed installation slip casting in described pipe clamp (11) Pipe (10), drilling rod (9) passes Grouting Pipe (10), the sidewall of Grouting Pipe (10) is offered several slip casting through hole.
Hydraulic ceiling coil slip casting machine the most according to claim 3, it is characterised in that: also include high-pressure grout injector, high-pressure slip-casting Function is by pipeline and Grouting Pipe (10) rear end UNICOM.
Hydraulic ceiling coil slip casting machine the most according to claim 1, it is characterised in that: the upper installation of described Grouting Pipe frame (14) is propped up Fagging (12), gripper shoe (12) is connected with frame (14) by pedestal.
Hydraulic ceiling coil slip casting machine the most according to claim 1, it is characterised in that: described frame (14) is provided with hydraulic pressure behaviour Control platform (25), hydraulic control platform (25) passes through pipeline with Hydraulic Station (2) UNICOM to control the first hydraulic cylinder (18) and the second hydraulic pressure Cylinder (22).
Hydraulic ceiling coil slip casting machine the most according to claim 1, it is characterised in that: described Hydraulic Station (2) is by support (1), electricity Motivation (3) and electric machine support (4) connect and compose.
Hydraulic ceiling coil slip casting machine the most according to claim 1, it is characterised in that: described cross bar (17) is downward opening groove Steel.
Hydraulic ceiling coil slip casting machine the most according to claim 1, it is characterised in that: also including hoisting mechanism, hoisting mechanism has Base (28), base (28) is vertically installed stand (29), and stand (29) upper level installs rotating shaft (32), rotating shaft (32) middle part Installing two the second line rollers (13), a 3rd line roller (30) is installed in the outer end of rotating shaft (32), and stand installs lifter plate on (29) (36), lifter plate (36) can slide along stand (29), piece second steel wire rope (35) of two second line roller (13) each mistakes and lifting Plate (36) connects, and provides the pulling force risen for lifter plate (36), and First Line roller (34), First Line roller are installed in the side of stand (29) (34) it is connected with the 3rd line roller (30) by the first steel wire rope (37), the rotating shaft of First Line roller (34) is installed handle (33), rises Fall plate (36) coordinates with frame (14) bottom.
Hydraulic ceiling coil slip casting machine the most according to claim 9, it is characterised in that: described stand (29) bottom and base (28) hinged, stand (29) middle part is hinged with one end of tilted supporter (31), and the other end of tilted supporter (31) can lead to base (28) Cross alignment pin to fix.
CN201620327133.4U 2016-04-19 2016-04-19 Hydraulic ceiling coil slip casting machine Withdrawn - After Issue CN205711681U9 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620327133.4U CN205711681U9 (en) 2016-04-19 2016-04-19 Hydraulic ceiling coil slip casting machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620327133.4U CN205711681U9 (en) 2016-04-19 2016-04-19 Hydraulic ceiling coil slip casting machine

Publications (2)

Publication Number Publication Date
CN205711681U true CN205711681U (en) 2016-11-23
CN205711681U9 CN205711681U9 (en) 2017-10-17

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620327133.4U Withdrawn - After Issue CN205711681U9 (en) 2016-04-19 2016-04-19 Hydraulic ceiling coil slip casting machine

Country Status (1)

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CN (1) CN205711681U9 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105735098A (en) * 2016-04-19 2016-07-06 高守峰 Hydraulic pipe-jacking grouting machine

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105735098A (en) * 2016-04-19 2016-07-06 高守峰 Hydraulic pipe-jacking grouting machine

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Publication number Publication date
CN205711681U9 (en) 2017-10-17

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CU01 Correction of utility model patent
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Correction item: Abstract figure

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Number: 47

Volume: 32

Correction item: Abstract figure|Description|Drawings

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Granted publication date: 20161123

Effective date of abandoning: 20180112