CN110397790A - A kind of remote pipe laying project construction method - Google Patents
A kind of remote pipe laying project construction method Download PDFInfo
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- CN110397790A CN110397790A CN201910714060.2A CN201910714060A CN110397790A CN 110397790 A CN110397790 A CN 110397790A CN 201910714060 A CN201910714060 A CN 201910714060A CN 110397790 A CN110397790 A CN 110397790A
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- storing frame
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- 238000010276 construction Methods 0.000 title claims abstract description 19
- 239000000463 material Substances 0.000 claims abstract description 39
- 238000000034 method Methods 0.000 claims abstract description 13
- 230000007246 mechanism Effects 0.000 claims abstract description 9
- 230000008569 process Effects 0.000 claims abstract description 8
- 238000001514 detection method Methods 0.000 claims abstract description 4
- 238000003860 storage Methods 0.000 claims abstract description 3
- 238000013016 damping Methods 0.000 claims description 17
- 230000003139 buffering effect Effects 0.000 claims description 10
- 238000003466 welding Methods 0.000 claims description 9
- 210000004262 dental pulp cavity Anatomy 0.000 claims description 6
- 230000001105 regulatory effect Effects 0.000 claims description 6
- 230000035939 shock Effects 0.000 claims description 6
- 238000009412 basement excavation Methods 0.000 claims description 3
- 238000005260 corrosion Methods 0.000 claims description 3
- 238000003032 molecular docking Methods 0.000 claims description 3
- 238000005498 polishing Methods 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims description 3
- 230000015271 coagulation Effects 0.000 claims 1
- 238000005345 coagulation Methods 0.000 claims 1
- 238000009434 installation Methods 0.000 abstract description 3
- 230000008859 change Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005096 rolling process Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000007480 spreading Effects 0.000 description 1
- 238000003892 spreading Methods 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/02—Foundation pits
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L1/00—Laying or reclaiming pipes; Repairing or joining pipes on or under water
- F16L1/024—Laying or reclaiming pipes on land, e.g. above the ground
- F16L1/028—Laying or reclaiming pipes on land, e.g. above the ground in the ground
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L1/00—Laying or reclaiming pipes; Repairing or joining pipes on or under water
- F16L1/024—Laying or reclaiming pipes on land, e.g. above the ground
- F16L1/06—Accessories therefor, e.g. anchors
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Sewage (AREA)
Abstract
The present invention relates to a kind of remote pipe laying project construction methods, it mainly include following construction procedure, Foundation treatment, foundation pit detection, pipeline are placed, the processes such as pipeline connection and pipeline are fixed, in pipeline placement process using to stacking equipment include storing frame, the upper end of storing frame offers feeding inlet, is provided with out material frame in the middle part of the lower end of storing frame, material frame and storage rack are connection structure out, are provided with control mechanism in material frame out.The present invention can solve existing following problem when existing pipeline is laid with, a, operation for being laid with pipeline at a distance needs the trolley for not only needing to control conveyance conduit in being laid with operation to move, it also needs to control handling machine to be moved, it is larger to be laid with installation consumption, pipeline is easy to lead to piping failure because impact dynamics is larger in conveying, and b is placed by the laying of handling apparatus control pipeline needs that pipeline is fixed by tools such as ropes, is laid with and needs to repeat bundling operation in operation.
Description
Technical field
The present invention relates to pipeline-laying installation technical field, specifically a kind of remote pipe laying project construction party
Method.
Background technique
The safety that energy delivery is improved while conveying reduces resource loss is carried out to oil gas by pipeline, in pipeline
During laying other than exposed pipeline on the ground, there are also greatly needing pipeline being embedded in underground, especially
When remote oil gas transmit when, it is more universal using underground piping, be laid under pipeline when, need to dig pit, pipeline be laid with, connection
Pipeline and to multiple working procedures such as the fixations of pipeline, wherein the efficiency of pipe laying work directly affects the time of construction.
However existing pipeline when being laid with existing following problem, a, the operation for being laid with pipeline at a distance need spreading
The trolley for being provided as not only needing to control in industry conveyance conduit is moved, it is also necessary to be controlled handling machine and be moved, be laid with peace
Dress consumption is larger, and pipeline is easy to lead to piping failure because impact dynamics is larger in conveying, and b passes through handling apparatus control pipeline
It being laid with to place and needs that pipeline is fixed by tools such as ropes, be laid with and need to repeat bundling operation in operation, stability is poor,
Working efficiency bottom.
About problem some existing for pipeline is placed in pipe layer sequence, relevant industries are made that research, and mention
Specific technical solution is gone out, such as the Chinese invention patent pipeline transporter of Patent No. 2017102956136, in conveying
The dust of pipe surface is removed in the process, moreover it is possible to convenient for removing pipeline from conveying device, however to the pass mentioned among the above
It is not related to the problem of pipeline places process.
Summary of the invention
It to solve the above-mentioned problems, can be in solution the present invention provides a kind of remote pipe laying project construction method
State the problem in pipeline placement operation process.
To achieve the goals above, the present invention is realized using following technical scheme: a kind of remote pipe laying project
Construction method mainly includes following laying step:
The foundation pit surface for being laid with pipe excavation is carried out smooth processing using tool by S1 Foundation treatment, and interval 5-7m is used
Concrete construction go out width be 30-50cm concrete surface, concrete with a thickness of 20-30 centimetres, dry 1-2 days；
The detection of S2 foundation pit, the flatness of artificial observation foundation pit inner concrete basal plane record concrete surface face checking feelings
Condition is observed soil humidity in foundation pit, is made a record；
S3 pipeline place, pipeline be uniformly placed into pile up equipment in, pile up equipment under the promotion of vehicle along foundation pit into
Row movement, so that pipeline is transported in foundation pit according to neat, the pipeline of laying is located at least on two concrete surfaces；
The connection of S4 pipeline, two root canal roads of control are docking together, are welded using welding machine to two root canal road link positions
Operation, the residue left when by welding is disposed from pipeline, is that pipe surface keeps light to polishing at welding position
It is sliding, pipeline weld is coated using anti-corrosion solution；
S5 pipeline is fixed, and pipeline is fixed on concrete surface using pipeline card, the contact between pipeline card and pipeline
Position is isolated using rubber block；
In above-mentioned pipeline placement process using to stacking equipment include storing frame, the lower end of storing frame is provided with can be self-locking
Wheel, the upper end of storing frame offers feeding inlet, is provided with out material frame in the middle part of the lower end of storing frame, material frame is with storage rack out
Connection structure is provided with control mechanism in material frame out；
The control mechanism includes the lifting groove for being symmetrically provided with out material frame front and rear sides, and lifting branch is provided in blow tank
Chain goes up and down and is connected with crane between branch, lifting cylinder is equipped on crane, linkage rack is equipped on lifting cylinder, joins
Linkage branch is symmetrically arranged at left and right sides of moving frame, the left and right sides of material frame inner wall symmetrically offers telescopic chute, telescopic chute out
Interior sliding is provided with telescope support, and telescope support is mounted on out on the inner wall of material frame by pin shaft, telescope support and material frame out it
Between be connected with spring；
The linkage branch includes the linkage block being mounted on crane, offers shifting chute on crane, in shifting chute
Sliding is provided with movable plate, and movable plate is connected in shifting chute by spring, and the upper end of movable plate is resisted against in linkage block, mobile
Regulating tank is offered on plate, regulating tank is interior to be provided with adjustable plate by sliding matching mode, is equipped with adjustment spring on adjustable plate
The upper end of bar, adjustment spring bar is connected on Slave Block, and Slave Block is fixed on crane, against there is interlocking bar on Slave Block,
Interlocking bar is fixed on movable plate, and the lower end of adjustable plate is provided with operation spring lever, and the lower end of operation spring lever is mounted on upper end
On block, locking assembly is symmetrically arranged at left and right sides of material frame out.
Inclined buffer board down is provided with from right to left on the upside of the inner wall of the storing frame, on the left end inner wall of storing frame
It is provided with the guide plate tilted down from left to right, guide plate is located at the downside of buffer board；
Feeding plate is symmetrically arranged with by pin shaft on inner wall at left and right sides of the feeding inlet, feeding plate and storing frame it is interior
It is provided with pan feeding spring between wall, symmetrically offers backgauge slot on the left of the upper end of storing frame, vertical plate, vertical plate is installed on storing frame
It is upper that rotor plate is equipped with by bearing, operation cylinder is provided between rotor plate and storing frame, the both ends of rotor plate pass through pin shaft
It is symmetrically arranged with lattice baffle, lattice baffle is located in backgauge slot.
The lower end of the buffer board is provided with position-limited rack by pin shaft, and limit bullet is provided between position-limited rack and buffer board
Spring is equipped with buffering elastic spring base on the inner wall of the left end of storing frame, execution bumper bracket is equipped on buffering elastic spring base, executes buffering
The lower end of frame is arc structure, and shock relieve vent is provided on guide plate, and shock relieve vent is interior to be provided with damping bullet by sliding matching mode
Spring base is provided with damping push rod on damping spring rod, and damping push rod is the arc structure tilted down from left to right.
The lifting branch includes the lifting motor being mounted on out on material frame side wall by motor cabinet, the output of lifting motor
Lead screw is connected on axis, the lower end of lead screw is mounted on out in material frame by bearing, and connection frame is provided on lead screw, and connection frame passes through
Sliding matching mode is connected in lifting groove.
The locking assembly includes the locking slot being provided with out on the downside of material frame, and locking spring bar is provided in locking slot, lock
The lower end of tight spring lever is equipped with check lock lever, and one end of check lock lever is located at upper end against the top of block, and the other end of check lock lever supports
It leans against on locking rack, locking rack is mounted on movable plate by pin shaft, and spring is provided between locking rack and movable plate.
To be from top to bottom inward slant structure on the end face that the locking rack is contacted with check lock lever, the lower end of locking rack is
The arc structure being bent outwardly.
The linkage block and Slave Block are triangular form structure, and inclined surface between the two is opposite.
The beneficial effects of the present invention are:
1. the present invention can solve existing following problem, a, for being laid with pipeline at a distance when existing pipeline is laid with
Operation needs the trolley for not only needing to control conveyance conduit in being laid with operation to be moved, it is also necessary to control the progress of handling machine
Mobile, laying installation consumption is larger, and pipeline is easy to lead to piping failure because impact dynamics is larger in conveying, and b passes through suspension transferring machine
The laying of device control pipeline, which is placed, needs that pipeline is fixed by tools such as ropes, is laid in operation and needs to repeat to bundle behaviour
Make, stability is poor, working efficiency bottom.The function that intelligent and high-efficiency is placed when pipe laying work may be implemented.
2. the storing frame that the present invention designs can store pipeline in operation, the progress of pipeline one by one can be controlled
Conveying, and in conveying operation multi-buffer can be carried out to pipeline, pipeline is effectively protected, stability is good.
3. the control mechanism that the present invention designs can be directly by the pipeline in storing frame to base during operation
In hole, without handling machine, does not have to carry out bundled fixed to pipeline, shorten the distance of pipeline, improve pipeline
The safety of conveying improves the efficiency of work.
Detailed description of the invention
Present invention will be further explained below with reference to the attached drawings and examples.
Working procedure figure Fig. 1 of the invention；
The structural schematic diagram of Fig. 2 present invention stacking equipment；
Fig. 3 present invention goes out the structural schematic diagram between material frame and control mechanism；
The I of Fig. 4 Fig. 2 of the present invention is to partial enlarged view.
Specific embodiment
The embodiment of the present invention is described in detail below in conjunction with attached drawing, but the present invention can be defined by the claims
Implement with the multitude of different ways of covering.
If Fig. 1 to Fig. 4 shows, a kind of remote pipe laying project construction method, a kind of flexible bending system of sheet metal
System mainly includes following laying step:
The foundation pit surface for being laid with pipe excavation is carried out smooth processing using tool by S1 Foundation treatment, and interval 5-7m is used
Concrete construction go out width be 30-50cm concrete surface, concrete with a thickness of 20-30 centimetres, dry 1-2 days；
The detection of S2 foundation pit, the flatness of artificial observation foundation pit inner concrete basal plane record concrete surface face checking feelings
Condition is observed soil humidity in foundation pit, is made a record；
S3 pipeline place, pipeline be uniformly placed into pile up equipment in, pile up equipment under the promotion of vehicle along foundation pit into
Row movement, so that pipeline is transported in foundation pit according to neat, the pipeline of laying is located at least on two concrete surfaces；
In above-mentioned pipeline placement process using to stacking equipment include storing frame 1, the lower end of storing frame 1 be provided with can from
The wheel of lock, the upper end of storing frame 1 offer feeding inlet, are provided with out material frame 2 in the middle part of the lower end of storing frame 1, out material frame 2 with deposit
Putting frame is connection structure, is provided with control mechanism 3 in material frame 2 out；
Inclined buffer board 11 down is provided with from right to left on the upside of the inner wall of the storing frame 1, in the left end of storing frame 1
The guide plate 12 tilted down from left to right is provided on wall, guide plate 12 is located at the downside of buffer board 11；
Feeding plate 13, feeding plate 13 and storing frame are symmetrically arranged with by pin shaft on inner wall at left and right sides of the feeding inlet
It is provided with pan feeding spring 14 between 1 inner wall, symmetrically offers backgauge slot on the left of the upper end of storing frame 1, is equipped on storing frame 1
Vertical plate is equipped with rotor plate 15 by bearing on vertical plate, operation cylinder 16 is provided between rotor plate 15 and storing frame 1, rotates
The both ends of plate 15 are symmetrically arranged with lattice baffle 17 by pin shaft, and lattice baffle 17 is located in backgauge slot.
The lower end of the buffer board 11 is provided with position-limited rack 18 by pin shaft, is provided between position-limited rack 18 and buffer board 11
Limit spring 19 is equipped with buffering elastic spring base 110 on the inner wall of the left end of storing frame 1, execution is equipped on buffering elastic spring base 110
Bumper bracket 111, the lower end for executing bumper bracket 111 is arc structure, is provided with shock relieve vent on guide plate 12, passes through cunning in shock relieve vent
Dynamic fit system is provided with damping spring rod 112, and damping push rod 113, damping push rod are provided on damping spring rod 112
113 be the arc structure tilted down from left to right.
Pipeline is launched from feeding inlet into storing frame 1, and pan feeding spring 14 controls 13 pairs of the feeding plate pipelines launched in operation
Play the role of damping and buffering, pipeline is directly placed at buffer board 11, along buffer board 11 inclined direction from right to left
It slowly rolls, baffles 17 play the role of isolation and blocking, 16 work of operation cylinder to the pipeline being located on buffer board 11
Two baffles 17 are controlled by rotor plate 15 when making and carry out staggeredly operation, so that it is guaranteed that pipeline can carry out conveying one by one
Pipeline is tumbled from buffer board 11 be transported to guide plate 12 during directly impinge upon execute bumper bracket 111 on, delay
It rushes the control position-limited rack 18 of spring lever 110 and plays the role of first-level buffer to pipeline, pipeline, which continues to scroll down through, to be acted directly on
In damping push rod 113, cooperates between damping push rod 113 and damping spring rod 112 and damping, buffering is played to pipeline
Pipeline is pushed to the right simultaneously, limit spring 19 controls the pipeline in 18 pairs of position-limited rack rollings and carries out again when pipeline pushes to the right
Buffering, prevent pipeline from leading to breakage because external impacts dynamics is larger in the rolling.
The control mechanism 3 includes the lifting groove for being symmetrically provided with out 2 front and rear sides of material frame, is provided with lifting in blow tank
Branch 31 goes up and down and is connected with crane 32 between branch 31, lifting cylinder 33 is equipped on crane 32, is pacified on lifting cylinder 33
Equipped with linkage rack 34, the left and right sides of linkage rack 34 is symmetrically arranged with linkage branch 35, and the left and right sides of 2 inner wall of material frame is symmetrical out
Telescopic chute is offered, sliding is provided with telescope support 36 in telescopic chute, and telescope support 36 is mounted on out the interior of material frame 2 by pin shaft
On wall, spring is connected between telescope support 36 and out material frame 2；
Pipeline is rolled to out in material frame 2, spring control telescope support 36 between cooperate to the pipeline in material frame 2 out into
Row support, two telescope supports 36 control pipeline and do not fall off without external forces, and the work of lifting cylinder 33 passes through connection
The control of moving frame 34 linkage branch 35 carries out clamping position to the both ends of pipeline, and lifting 31 job control pipeline of branch is passed down through out
Material frame is placed into the foundation pit dug.
The linkage branch 35 includes the linkage block 351 being mounted on crane 32, offers shifting chute on crane 32,
Sliding is provided with movable plate 352 in shifting chute, and movable plate 352 is connected in shifting chute by spring, and the upper end of movable plate 352 is supported
It leans against in linkage block 351, regulating tank is offered on movable plate 352, regulating tank is interior to be provided with adjustable plate by sliding matching mode
353, adjustment spring bar 354 is installed on adjustable plate 353, the upper end of adjustment spring bar 354 is connected on Slave Block 355, driven
Block 355 is fixed on crane 32, and against there is interlocking bar 356 on Slave Block 355, interlocking bar 356 is fixed on movable plate 352,
The lower end of adjustable plate 353 is provided with operation spring lever 357, and the lower end of operation spring lever 357 is mounted on upper end on block 358,
The left and right sides of material frame 2 is symmetrically arranged with locking assembly 38 out.
The linkage block 351 and Slave Block 355 are triangular form structure, and inclined surface between the two is opposite.
Movable plate 352 is controlled to the extruding of movable plate 352 by linkage block 351 when linkage rack 34 moves and carries out width tune
Section, spring play the role of reset to movable plate 352, movable plate 352 during carrying out width adjusting with adjustment spring
Cooperate between bar 354, reaches control and regulation plate 353 downwards by changing the positional relationship between interlocking bar 356 and Slave Block 355
The effect of movement, when adjustable plate 353 moves downward by the upper end on operation spring lever 357 against block 358 to the upper end of pipeline
Face squeezes.
The locking assembly 38 includes the locking slot for being provided with out 2 downside of material frame, is provided with locking spring bar in locking slot
381, the lower end of locking spring bar 381 is equipped with check lock lever 382, and one end of check lock lever 382 is located at upper end against the upper of block 358
Side, the other end of check lock lever 382 are resisted against on locking rack 383, and locking rack 383 is mounted on movable plate 352 by pin shaft, locking
Spring is provided between frame 383 and movable plate 352.
Be on the end face that the locking rack 383 is contacted with check lock lever 382 is inward slant structure, locking rack from top to bottom
383 lower end is the arc structure being bent outwardly.
It is locked during carrying out squeeze job with the control that cooperates between locking spring bar 381 against block 358 upper end
Tight bar 382 carries out height adjustment operation, and check lock lever 382 squeezes locking rack 383 during moving upwards, makes to lock
Rotation is adjusted inwardly to position to the side wall of pipeline in the lower end of frame 383, and locking rack 383 and upper end are against block 358
Between cooperate to pipeline carry out three-point mount.
The lifting branch 31 includes the lifting motor 311 being mounted on out on 2 side wall of material frame by motor cabinet, lifting motor
Lead screw 312 is connected on 311 output shaft, the lower end of lead screw 312 is mounted on out in material frame 2 by bearing, is arranged on lead screw 312
There is connection frame 313, connection frame 313 is connected in lifting groove by sliding matching mode.
Lifting motor 311 is pressed down against to open by pipeline of the rotation control drive of connection frame 313 of lead screw 312 after fixed to be stretched
Contracting bracket 36 will be in pipeline to foundation pit.
The connection of S4 pipeline, two root canal roads of control are docking together, are welded using welding machine to two root canal road link positions
Operation, the residue left when by welding is disposed from pipeline, is that pipe surface keeps light to polishing at welding position
It is sliding, pipeline weld is coated using anti-corrosion solution；
S5 pipeline is fixed, and pipeline is fixed on concrete surface using pipeline card, the contact between pipeline card and pipeline
Position is isolated using rubber block.
The basic principles, main features and advantages of the invention have been shown and described above.The technical staff of the industry should
Understand, the present invention is not limited to the above embodiments, and only illustrating for the description in above embodiments and description is of the invention
Principle, without departing from the spirit and scope of the present invention, various changes and improvements may be made to the invention, these change and change
Into all fall within the protetion scope of the claimed invention.The claimed scope of the invention is by appended claims and its equivalent
It defines.
Claims (8)
1. a kind of remote pipe laying project construction method, it is characterised in that: mainly include following laying step:
The foundation pit surface for being laid with pipe excavation is carried out smooth processing using tool by S1 Foundation treatment, and interval 5-7m uses coagulation
Civil engineering build out width be 30-50cm concrete surface, concrete with a thickness of 20-30 centimetres, dry 1-2 days；
The detection of S2 foundation pit, the flatness of artificial observation foundation pit inner concrete basal plane record concrete surface face checking situation, see
Soil humidity in foundation pit is examined, is made a record；
S3 pipeline is placed, and pipeline, which is uniformly placed into, to be piled up in equipment, is piled up equipment and is moved under the promotion of vehicle along foundation pit
Dynamic, so that pipeline is transported in foundation pit according to neat, the pipeline of laying is located at least on two concrete surfaces；
The connection of S4 pipeline, two root canal roads of control are docking together, and carry out weld job to two root canal road link positions using welding machine,
The residue left when by welding is disposed from pipeline, to polishing at welding position, is that pipe surface keeps smooth, is used
Anti-corrosion solution coats pipeline weld；
S5 pipeline is fixed, and pipeline is fixed on concrete surface using pipeline card, the contact position between pipeline card and pipeline
It is isolated using rubber block；
In above-mentioned pipeline placement process using to stacking equipment include storing frame (1), the lower end of storing frame (1) be provided with can from
The wheel of lock, the upper end of storing frame (1) offer feeding inlet, are provided with out material frame (2) in the middle part of the lower end of storing frame (1), discharge
Frame (2) and storage rack are connection structure, are provided with control mechanism (3) in material frame (2) out；
The control mechanism (3) includes the lifting groove for being symmetrically provided with out material frame (2) front and rear sides, is provided with lifting in blow tank
Branch (31) goes up and down and is connected with crane (32) between branch (31), be equipped on crane (32) lifting cylinder (33), goes up and down
It is equipped on cylinder (33) linkage rack (34), linkage branch (35) is symmetrically arranged at left and right sides of linkage rack (34), out material frame
(2) left and right sides of inner wall symmetrically offers telescopic chute, and sliding is provided with telescope support (36) in telescopic chute, telescope support (36)
It is mounted on out by pin shaft on the inner wall of material frame (2), is connected with spring between telescope support (36) and out material frame (2)；
Linkage branch (35) includes the linkage block (351) being mounted on crane (32), and crane offers shifting on (32)
Dynamic slot, the interior sliding of shifting chute are provided with movable plate (352), and movable plate (352) is connected in shifting chute by spring, movable plate
(352) upper end is resisted against on linkage block (351), and regulating tank is offered on movable plate (352), passes through in regulating tank and is slidably matched
Mode is provided with adjustable plate (353), is equipped on adjustable plate (353) adjustment spring bar (354), adjustment spring bar (354) it is upper
End is connected on Slave Block (355), and Slave Block (355) is fixed on crane (32), against there is interlocking bar on Slave Block (355)
(356), interlocking bar (356) is fixed on movable plate (352), and the lower end of adjustable plate (353) is provided with operation spring lever (357),
The lower end of operation spring lever (357) is mounted on upper end on block (358), is symmetrically arranged with lock at left and right sides of material frame (2) out
Tight component (38).
2. a kind of remote pipe laying project construction method according to claim 1, it is characterised in that: the storing frame
(1) be provided with from right to left inclined buffer board (11) down on the upside of inner wall, be provided on the left end inner wall of storing frame (1) from
The guide plate (12) tilted down from left to right, guide plate (12) are located at the downside of buffer board (11).
3. a kind of remote pipe laying project construction method according to claim 1, it is characterised in that: the feeding inlet
It is symmetrically arranged with feeding plate (13) on the inner wall of the left and right sides by pin shaft, between feeding plate (13) and the inner wall of storing frame (1)
It being provided with pan feeding spring (14), symmetrically offers backgauge slot on the left of the upper end of storing frame (1), storing frame is equipped with vertical plate on (1),
It is equipped with rotor plate (15) on vertical plate by bearing, operation cylinder (16) is provided between rotor plate (15) and storing frame (1), turned
The both ends of movable plate (15) are symmetrically arranged with lattice baffle (17) by pin shaft, and lattice baffle (17) is located in backgauge slot.
4. a kind of remote pipe laying project construction method according to claim 2, it is characterised in that: the buffer board
(11) lower end is provided with position-limited rack (18) by pin shaft, is provided with limit spring between position-limited rack (18) and buffer board (11)
(19), it is equipped with buffering elastic spring base (110) on the inner wall of the left end of storing frame (1), buffering elastic spring base is equipped with execution on (110)
Bumper bracket (111), the lower end for executing bumper bracket (111) is arc structure, is provided with shock relieve vent on guide plate (12), in shock relieve vent
It is provided with damping spring rod (112) by sliding matching mode, damping push rod (113) is provided on damping spring rod (112),
Damping push rod (113) is the arc structure tilted down from left to right.
5. a kind of remote pipe laying project construction method according to claim 1, it is characterised in that: the lifting branch
Chain (31) includes the lifting motor (311) being mounted on out on material frame (2) side wall by motor cabinet, the output of lifting motor (311)
It is connected on axis lead screw (312), the lower end of lead screw (312) is mounted on out on material frame (2) by bearing, and lead screw is arranged on (312)
Have connection frame (313), connection frame (313) is connected in lifting groove by sliding matching mode.
6. a kind of remote pipe laying project construction method according to claim 1, it is characterised in that: the locking group
Part (38) includes the locking slot being provided with out on the downside of material frame (2), is provided with locking spring bar (381), locking spring in locking slot
The lower end of bar (381) is equipped with check lock lever (382), and one end of check lock lever (382) is located at upper end against the top of block (358), lock
The other end of tight bar (382) is resisted against on locking rack (383), and locking rack (383) is mounted on movable plate (352) by pin shaft,
Spring is provided between locking rack (383) and movable plate (352).
7. a kind of remote pipe laying project construction method according to claim 6, it is characterised in that: the locking rack
(383) to be from top to bottom inward slant structure on the end face contacted with check lock lever (382), the lower end of locking rack (383) be to
The arc structure of outside sweep.
8. a kind of remote pipe laying project construction method according to claim 1, it is characterised in that: the linkage block
It (351) is triangular form structure with Slave Block (355), and inclined surface between the two is opposite.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910714060.2A CN110397790B (en) | 2019-08-03 | 2019-08-03 | Construction method for long-distance pipeline laying engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910714060.2A CN110397790B (en) | 2019-08-03 | 2019-08-03 | Construction method for long-distance pipeline laying engineering |
Publications (2)
| Publication Number | Publication Date |
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| CN110790199A (en) * | 2019-11-13 | 2020-02-14 | 郭亚征 | Environment-friendly sewage pipeline overhauling and maintaining equipment |
| CN110848456A (en) * | 2019-11-25 | 2020-02-28 | 上海宝冶市政工程有限公司 | Construction method of large-diameter self-supporting overhead steel pipe |
| CN112253846A (en) * | 2020-10-16 | 2021-01-22 | 太原市政建设集团有限公司 | Sewage pipe laying device for construction of sewage plant |
| CN114433731A (en) * | 2022-01-26 | 2022-05-06 | 浙江三门宏桥橡塑科技有限公司 | High-yield automatic single-head pipe reducing machine |
| CN114812355A (en) * | 2022-05-06 | 2022-07-29 | 江苏清源管道技术有限公司 | Parallel section construction process for oil pipeline |
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| CN114812355B (en) * | 2022-05-06 | 2024-02-09 | 江苏清源管道技术有限公司 | Parallel section construction process of oil pipeline |
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