CN107975374B - The main jacking mechanism of pipe curtain subsurface excavation method jacking construction - Google Patents
The main jacking mechanism of pipe curtain subsurface excavation method jacking construction Download PDFInfo
- Publication number
- CN107975374B CN107975374B CN201711187284.XA CN201711187284A CN107975374B CN 107975374 B CN107975374 B CN 107975374B CN 201711187284 A CN201711187284 A CN 201711187284A CN 107975374 B CN107975374 B CN 107975374B
- Authority
- CN
- China
- Prior art keywords
- jacking
- pedestal
- tube coupling
- screw rod
- fixedly arranged
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 230000007246 mechanism Effects 0.000 title claims abstract description 161
- 238000010276 construction Methods 0.000 title claims abstract description 53
- 238000000034 method Methods 0.000 title claims abstract description 46
- 238000009412 basement excavation Methods 0.000 title claims abstract description 41
- 238000010168 coupling process Methods 0.000 claims abstract description 97
- 230000008878 coupling Effects 0.000 claims abstract description 96
- 238000005859 coupling reaction Methods 0.000 claims abstract description 96
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 78
- 238000009434 installation Methods 0.000 claims description 14
- 230000001681 protective effect Effects 0.000 claims description 10
- 230000001141 propulsive effect Effects 0.000 claims description 6
- 239000007787 solid Substances 0.000 claims description 4
- 230000006978 adaptation Effects 0.000 claims 1
- 230000006641 stabilisation Effects 0.000 abstract description 2
- 238000011105 stabilization Methods 0.000 abstract description 2
- 230000001737 promoting effect Effects 0.000 description 13
- 230000006872 improvement Effects 0.000 description 9
- 238000010586 diagram Methods 0.000 description 7
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 230000001276 controlling effect Effects 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000178 monomer Substances 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
The present invention relates to a kind of main jacking mechanisms of pipe curtain subsurface excavation method jacking construction, comprising: pedestal；It is leaned on after the fixation being connect with the pedestal；The propulsion assembly being movably slidedly arranged on the pedestal；The power mechanism being fixedly arranged on the propulsion assembly is moved forward by the power mechanism promotion propulsion assembly along the pedestal by connection after the power mechanism and the fixation；The portal frame for being fixedly arranged on the pedestal and being located in front of the propulsion assembly；And be installed on the portal frame and telescopically adjustable stopping mechanism, the stopping mechanism are equipped with serrated face compatible with tube coupling, make the serrated face be tightly attached to the lateral surface of the tube coupling by the telescopic adjustment of the stopping mechanism.The phenomenon that tube coupling of jacking retreats when the present invention can avoid increasing tube coupling when pipe curtain subsurface excavation method jacking construction well, can slow down because nose drop causes having a down dip for whole tube coupling, can guarantee that the stabilization propelling construction of tube coupling is high-efficient in progradation.
Description
Technical field
The present invention relates to pipe curtain subsurface excavation method jacking construction fields, refer in particular to a kind of main jacking dress of pipe curtain subsurface excavation method jacking construction
It sets.
Background technique
With the development of urban construction, the density of population is significantly increased, and the vehicles are more and more, urban traffic congestion limitation
Urban development, the development and utilization underground space become the emphasis of each side's research, and whether construction method will appropriately directly affect and apply
Work efficiency rate and cost.Pipe-roofing method is one kind of non-open cut technique, empty as big cross section underground is built using small-bore push-bench
Between construction technology, there have been more than 20 years development courses in foreign countries, have answered in Japan, the U.S., Singapore and Chinese Taibei area etc.
For passing through road, railway, works, the excavation project of the lower section such as airport is a kind of more mature construction method.
Currently, pipe-roof method construction is also widely used at home, but often equipment is simpler, experience mainly by construction and
Artificial operation ensures the precision and efficiency constructed, because the big rear portion tube coupling of head quality is light in steel pipe joint progradation, is easy
There is the phenomenon that whole tube coupling has a down dip, and after promoting one section of tube coupling of completion, after removal when section load, steel pipe joint often occurs
It retracts, increases the difficulty of jacking precision controlling.The jacking block of traditional jacking mechanism is positive round, equal after the completion of promoting every time
Conversion line is needed, the time promoted every time is considerably increased, reduces the efficiency of jacking, influences beat of constructing.
Summary of the invention
It is an object of the invention to overcome the deficiencies of existing technologies, a kind of main jacking of pipe curtain subsurface excavation method jacking construction is provided
Device, solves in the construction of existing pipe-roof method that there are head quality to be easy to appear the phenomenon that whole tube coupling has a down dip greatly, tube coupling is easy
Occur retracting and the problem of the jacking precision controlling that makes is difficult to and promotes time long jacking low efficiency.
Realizing the technical solution of above-mentioned purpose is:
The present invention provides a kind of main jacking mechanisms of pipe curtain subsurface excavation method jacking construction, comprising:
Pedestal；
It is leaned on after the fixation being connect with the pedestal；
It is movably slidedly arranged on the pedestal and after the fixation by the propulsion assembly of setting；
The power mechanism being fixedly arranged on the propulsion assembly passes through institute by connecting after the power mechanism and the fixation
Stating power mechanism pushes the propulsion assembly to move along the pedestal to far from the direction leaned on after the fixation；
The portal frame for being fixedly arranged on the pedestal and being located in front of the propulsion assembly；And
It is installed in stopping mechanism on the portal frame and telescopically adjustable, the stopping mechanism is equipped with and mutually fits with tube coupling
The serrated face matched, by the telescopic adjustment of the stopping mechanism make the serrated face be tightly attached to the lateral surface of the tube coupling to
Limit the rollback of the tube coupling.
Main jacking mechanism provided by the invention can avoid pipe curtain subsurface excavation method push pipe due to being provided with stopping mechanism well
The phenomenon that tube coupling of jacking retreats when increasing tube coupling when construction, and the portal frame by being arranged provides certain branch for tube coupling
Support, can slow down in progradation because nose drop causes having a down dip for whole tube coupling, can guarantee that stablizing for tube coupling promotes, safely may be used
It leans on, operates convenient, high degree of automation, construction efficiency is high.
The main jacking mechanism of pipe curtain subsurface excavation method jacking construction of the present invention further improvement lies in that, the power mechanism be push away
Oil inlet cylinder, the propelling cylinder is fixed on the propulsion assembly, after the cylinder rod of the propelling cylinder is fixed on the fixation
It leans on, propulsive thrust is applied to the propulsion assembly by leaning on after fixing described in the propelling cylinder pushing tow, so that described push away
It is moved into assembly along the pedestal to far from the direction leaned on after the fixation.
The main jacking mechanism of pipe curtain subsurface excavation method jacking construction of the present invention further improvement lies in that, the two sides of the pedestal are solid
Equipped with sliding rail；
It is described that assembly is promoted to include roof support, be fixedly arranged on the roof support far from the side leaned on after the fixation
Protective cradle and the multiple idler wheels and gear wheel for being fixedly arranged on the roof support and the protective cradle bottom；
Middle part far from the side leaned on after the fixation on the roof support is equipped with the propulsion panel for pushing the tube coupling；
The protective cradle is provide with the power mechanism；
The idler wheel is slidedly arranged on the corresponding sliding rail, and the gear wheel gear is set to the medial surface of the corresponding sliding rail.
The main jacking mechanism of pipe curtain subsurface excavation method jacking construction of the present invention further improvement lies in that, the stopping mechanism includes
The retaining mounting base being fixedly arranged on the portal frame, the installation nut and the installation spiral shell that are fixedly arranged in the retaining mounting base
The adjusting screw rod that mother is screwed together and the retaining jacking block connecting with the adjusting screw rod, the one end of the adjusting screw rod are ball
The spherical structure of shape structure, the adjusting screw rod is fixed on the retaining jacking block, the retaining jacking block by the first spherical surface pressing plate
Be partially disposed in the retaining mounting base and can be moved in the retaining mounting base, on the retaining jacking block with the tube coupling phase
The face faced forms the serrated face.
The main jacking mechanism of pipe curtain subsurface excavation method jacking construction of the present invention further improvement lies in that, further include be installed in it is described
On portal frame and telescopically adjustable guiding mechanism, the guiding mechanism are equipped with rotatable directive wheel, pass through telescopic adjustment
The guiding mechanism makes the directive wheel be attached at the lateral surface of the tube coupling and be oriented to the tube coupling.
The main jacking mechanism of pipe curtain subsurface excavation method jacking construction of the present invention further improvement lies in that, the guiding mechanism includes
The guiding mounting base that is fixedly arranged on the portal frame, the attaching nut for being fixedly arranged on the guiding mounting base, with the attaching nut
The mounting blocks of the connecting screw and the installation directive wheel that are screwed together, the one end of the connecting screw are spherical structure；
The spherical structure of the connecting screw is fixed on the mounting blocks by the second spherical surface pressing plate, and the mounting blocks are placed in the guiding
It can move in mounting base and in the guiding mounting base.
The main jacking mechanism of pipe curtain subsurface excavation method jacking construction of the present invention further improvement lies in that, the periphery of the pedestal is solid
Equipped with horizontally-supported mechanism and vertical support mechanism, the bearing length of the horizontally-supported mechanism is adjustable, the vertical support
The bearing height of mechanism is adjustable, and the horizontal position for realizing the pedestal is adjusted by the bearing length of the horizontally-supported mechanism
Adjusting, the adjusting for realizing the upright position of the pedestal is adjusted by the bearing height of the vertical support mechanism.
The main jacking mechanism of pipe curtain subsurface excavation method jacking construction of the present invention further improvement lies in that, the horizontally-supported mechanism
Including being fixed on the horizontally-supported seat on the pedestal, the first nut being fixedly arranged on the horizontally-supported seat and described first
The first screw rod that nut is screwed together and the horizontally-supported jacking block being connect with first screw rod, one end of first screw rod
Portion is spherical structure, and the spherical structure of first screw rod is fixedly arranged on the horizontally-supported jacking block by third spherical surface pressing plate.
The main jacking mechanism of pipe curtain subsurface excavation method jacking construction of the present invention further improvement lies in that, the vertical support mechanism
Including the vertical support seat being fixed on the pedestal, the second nut being fixedly arranged on the vertical support seat and described second
The second screw rod that nut is screwed together and the vertical support jacking block being connect with second screw rod, one end of second screw rod
Portion is spherical structure, and the spherical structure of second screw rod is fixedly arranged on the vertical support jacking block by the 4th spherical surface pressing plate.
The main jacking mechanism of pipe curtain subsurface excavation method jacking construction of the present invention further improvement lies in that, further include be placed in it is described
The relaying jacking block being affixed on pedestal and with the propulsion assembly, the shape of the relaying jacking block and the shape of the tube coupling are mutually fitted
Match, the length of the relaying jacking block is the half of the tube coupling length.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the main jacking mechanism of pipe curtain subsurface excavation method jacking construction of the present invention.
Fig. 2 is the top view of the main jacking mechanism of pipe curtain subsurface excavation method jacking construction of the present invention.
Fig. 3 is the main view of the main jacking mechanism of pipe curtain subsurface excavation method jacking construction of the present invention.
Fig. 4 is the structural schematic diagram of horizontally-supported mechanism in the main jacking mechanism of pipe curtain subsurface excavation method jacking construction of the present invention.
Fig. 5 is the structural schematic diagram of vertical support mechanism in the main jacking mechanism of pipe curtain subsurface excavation method jacking construction of the present invention.
Fig. 6 is the structural schematic diagram of guiding mechanism in the main jacking mechanism of pipe curtain subsurface excavation method jacking construction of the present invention.
Fig. 7 is the structural schematic diagram of stopping mechanism in the main jacking mechanism of pipe curtain subsurface excavation method jacking construction of the present invention.
Fig. 8 to Figure 12 is that the main jacking mechanism of pipe curtain subsurface excavation method jacking construction of the present invention promotes the decomposition step of tube coupling process
Schematic diagram.
Specific embodiment
The present invention will be further explained below with reference to the attached drawings and specific examples.
Refering to fig. 1, the present invention provides a kind of main jacking mechanism of pipe curtain subsurface excavation method jacking construction, it is arranged in active well
It is interior, for realizing the jacking and control of tube coupling.Main jacking mechanism of the invention provides auxiliary propulsion for small-bore pipe curtain push-bench
Tube coupling construction, avoids the rollback of tube coupling in progradation and slows down under tube coupling tube coupling front because caused by head quality is big
The phenomenon that inclining solves the problems, such as that the time for needing to convert pipeline when the existing jacking block propulsion using circle repeatedly digests, improves and apply
Work efficiency rate.The structure of the main jacking mechanism of pipe curtain subsurface excavation method jacking construction of the present invention is illustrated with reference to the accompanying drawing.
Refering to fig. 1, it is shown that the structural schematic diagram of the main jacking mechanism of pipe curtain subsurface excavation method jacking construction of the present invention.It ties below
Fig. 1 is closed, the structure of the main jacking mechanism of pipe curtain subsurface excavation method jacking construction provided by the invention is illustrated.
As shown in Figure 1, a kind of main jacking mechanism 20 of pipe curtain subsurface excavation method jacking construction provided by the invention include pedestal 21,
By 22, propulsion assembly 23, power mechanism 24, portal frame 25 and stopping mechanism 26 after fixation, wherein pedestal 21 is main jacking dress
The other component for setting 20 provides the basis of support installation, and the pedestal 21 is for being placed on loading end, in use, main jacking mechanism
20 are placed in the starting well in tunnel, and pedestal 21 is placed in the bottom of starting well.It is connected by 22 with pedestal 21 after fixation, this is fixed
It is rear by offseting with active well by 22 afterwards, it is provided for main jacking mechanism 20 and firm shores basis.Promote assembly 23 movably
Be slidably installed on pedestal 21, the propulsion assembly 23 after fixed by 22 settings, promote assembly 23 be set to it is fixed after lean on 22 front side,
And it can be moved forward and backward along the setting direction of pedestal 21.Power mechanism 24, which is installed in, to be promoted on assembly 23, the power mechanism
24 also 22 connects with leaning on after fixation, are pushed by power mechanism 24 and promote assembly 23 along pedestal 21 to far from leaning on 22 after fixed
Direction is mobile, promotes assembly 23 to push the jacking into Tunnel of tube coupling 10 when mobile.Portal frame 25 is installed on pedestal 21 and position
In the front for promoting assembly 23, when promoting the jacking tube coupling 10 forward of assembly 23, which passes through portal frame 25 and enters
In Tunnel.Stopping mechanism 26 is installed on portal frame 25, which is telescopically adjustable structure, in conjunction with Fig. 7 institute
Show, stopping mechanism 26 is equipped with serrated face 261 compatible with tube coupling 10, makes the saw by the telescopic adjustment of stopping mechanism 26
The flank of tooth 261 is tightly attached to the lateral surface of tube coupling 10 to limit the rollback of tube coupling 10.The jacking tube coupling forward of assembly 23 is promoted utilizing
After 10, the maximum displacement for promoting assembly 23 that tube coupling 10 is pushed to reach forward movement at this time adjusts stopping mechanism 26 to close to pipe
The direction of section 10 is mobile, so that serrated face 261 is tightly attached to the lateral surface of tube coupling 10, then will promote assembly using power mechanism 24
23 are moved to original position, during promoting the mobile return of assembly 23, tube coupling 10 due to there is the pressuring action of stopping mechanism 26, and
The phenomenon that rollback will not be generated, so that having well solved tube coupling and having retracted leads to the problem of jacking precision controlling hardly possible.In addition
The stopping mechanism 26 and portal frame 25 implement pressuring action to the rear portion of the tube coupling 10 in jacking tunnel hole together, so that the tube coupling
10 rear portion structural stability with higher can slow down the phenomenon that big caused whole tube coupling of head quality has a down dip, this hair
Bright main jacking mechanism 20 can guarantee that stablizing for tube coupling 10 promotes, securely and reliably.
As a preferable embodiment of the invention, as shown in Figure 1, pedestal 21 includes preceding pedestal 21a interconnected
With rear base 21b, pedestal 21 is spliced to form by preceding pedestal 21a and rear base 21b and makes main jacking mechanism 20 of the invention just
In installation, disassembly and lifting operation.
Further, as shown in connection with fig. 2, pedestal 21 has the function of adjusting position, is installed with water in the periphery of pedestal 21
The rear side of flat supporting mechanism 213 and vertical support mechanism 214, pedestal 21 is fixedly connected with after fixation by 22, the front side of pedestal 21
With left and right sides is uniformly distributed horizontally-supported mechanism 213 and vertical support mechanism 214.The branch of horizontally-supported mechanism 213 therein
Adjustable in length is supportted, the bearing height of vertical support mechanism 214 is adjustable, passes through the bearing length tune of horizontally-supported mechanism 213
Section realizes the adjusting of the horizontal position of pedestal 21, is adjusted by the bearing height of vertical support mechanism 214 and realizes hanging down for pedestal 21
The adjusting of straight position.Pedestal 21 is square structure, is placed in the bottom of active well, and active well is also square structure, level branch
Front side and the left and right sides of pedestal 21 is arranged in support mechanism 213, and the horizontally-supported mechanism 213 adjusted on 21 left and right sides of pedestal stays on
The inner wall of active well realizes 21 horizontal position of pedestal by the bearing length of the horizontally-supported mechanism 213 of adjusting left and right sides
It adjusts, for example the bearing length tune that will be located at the horizontally-supported mechanism 213 on the left of pedestal 21 is short, will be located at the water on 21 right side of pedestal
The bearing length tune of flat supporting mechanism 213 is long, and the pedestal 21 is just close towards the inner left wall of active well.It adjusts and is located at pedestal 21
The bearing length of the horizontally-supported mechanism 213 of front side is brought to abutment against on the front inner wall of active well.Adjust vertical support mechanism
214 shore in the bottom of active well, pedestal 21 can be guaranteed in level by adjusting the bearing height of vertical support mechanism 214
Shape, to overcome the problems, such as that work bottom is uneven.The specific location of adjustment base 21 is carried out in position according to Tunnel, so that placing
Tube coupling 10 on pedestal 21 aligns with Tunnel.
As shown in connection with fig. 4, horizontally-supported mechanism 213 includes the horizontally-supported seat 2131 being installed on pedestal 21, is installed in
The first nut 2132 on horizontally-supported seat 2131, the first screw rod 2133 being screwed together with first nut 2132 and with the
The horizontally-supported jacking block 2134 of one screw rod 2133 connection, the one end of the first screw rod 2133 are spherical structure, the first screw rod 2133
Spherical structure be installed on horizontally-supported jacking block 2134 by third spherical surface pressing plate 2135, made by rotating the first screw rod 2133
First screw rod 2133 adjusts the position of horizontally-supported jacking block 2134 far from or close to movement towards the direction of pedestal 21,
It is adjusted to realize the bearing length of horizontally-supported mechanism 213.The front end of horizontally-supported jacking block 2134 is formed with supporting surface, uses
In on the inner wall for being resisted against active well.The horizontally-supported seat 2131, which has, adjusts space 2136, and horizontally-supported pedestal 2131 has
One bottom plate being fixedly mounted on pedestal 21 and the door type structure being vertically installed on bottom plate, the inside of the door type structure and bottom plate
Between formed and adjust space 2136, the first spiral shell through the plate face is fixedly connected on door type structure in the plate face opposite with bottom plate
Mother 2132, the end opposite with spherical structure, which is screwed together in the first nut 2132 and stretches to, on the first screw rod 2133 adjusts space
In 2136, adjusting space 2136 by setting is that the first screw rod 2133 provides the space of mobile adjusting.First screw rod 2133 and water
The end that flat support jacking block 2134 connects is spherical structure, offers on horizontally-supported jacking block 2134 and accommodates the suitable of the spherical structure
With groove, spherical structure is fixed in the groove of horizontally-supported jacking block 2134 by third spherical surface pressing plate 2135, passes through spherical structure
Random rotation in groove is so that the supporting surface of horizontally-supported jacking block 2134 has the function of arbitrarily adjusting, so as to very
It is fitted on the inner wall of active well well.
As shown in connection with fig. 5, vertical socket joint mechanism 214 includes the vertical support seat 2141 being fixed on pedestal 21, is installed in
The second nut 2142 on vertical support seat 2141, the second screw rod 2143 being screwed together with the second nut 2142 and with second
The vertical support jacking block 2144 that screw rod 2143 connects, the one end of the second screw rod 2143 are spherical structure, second screw rod 2143
Spherical structure be installed on vertical support jacking block 2144 by the 4th spherical surface pressing plate 2145.Made by rotating the second screw rod 2143
It obtains second screw rod 2143 and adjusts vertical support jacking block 2144 far from or close to movement towards the direction of work bottom
Position, to realize the adjusting of the bearing height of vertical support mechanism 214.The bottom of vertical support jacking block 2144 is formed with branch
Support face, the supporting surface are used to be resisted against the bottom of active well.Vertical support seat 2141 is fixed on pedestal 21, which is
Vertical support seat 2141 offers opening, and perforative second nut 2142 is installed on vertical support seat 2141, second nut
Opening on 2142 corresponding pedestals 21 is arranged, and the end opposite with spherical structure is passed through from 21 bottom of pedestal on the second screw rod 2143
Opening screws togather and extend out to the top of pedestal 21, the spherical structure of the second screw rod 2143 and vertical support top with the second nut 2142
The perpendicular shape of block 2144 is arranged and is located at the lower section of pedestal 21, makes vertical support jacking block 2144 by rotating the second screw rod 2143
It shores on the bottom of active well.The recessed of the spherical structure of the second screw rod 2143 of accommodating is offered on vertical support jacking block 2144
The spherical structure of second screw rod 2143 is fixed in the groove of vertical support jacking block 2144 by slot, the 4th spherical surface pressing plate 2145, is led to
Random rotation of the spherical structure in groove is crossed so that the supporting surface of vertical support jacking block 2124 has the function of arbitrarily adjusting, is made
Obtaining it can be supported on well on the bottom of active well.
As another preferable embodiment of the invention, as illustrated in figs. 1 and 2, it includes rear backup plate that 22 are leaned on after fixed
221, it is installed in the connecting rod 223 that two boss 222 and support opposite on rear backup plate 221 connect two boss 222, wherein
Rear backup plate 221 be monolith steel plate, for rear by leaning with active well, boss 222 be used for connect with power mechanism 24, it is convex
Platform 222 is the structure of gate shape, and the vertical member in the structure of the gate shape is vertically installed on rear backup plate 221, and lateral member is used for
It is connect with power mechanism 24.Connecting rod 223 is vertically connected between two boss 222, which uses H profile steel, improves boss
222 structural strength and stability.The bottom of backup plate 221 is fixedly connected with the rear side of pedestal 21 afterwards.
As another preferable embodiment of the invention, as depicted in figs. 1 and 2, power mechanism 24 is propelling cylinder, should
Propelling cylinder, which is fixed on, to be promoted on assembly 23, and cylinder rod 241 is equipped in propelling cylinder, which leans on after being fixed on fixation
On 22, by 22 to promoting assembly 23 to apply propulsive thrust after being fixed by 24 pushing tow of propelling cylinder, so that promoting assembly edge
Pedestal 21 to mobile far from the direction after fixed by 22.Propelling cylinder further includes oil cylinder jacking block 242, the oil cylinder jacking block 242 dress
If the bottom of oil cylinder jacking block 242 is fixed on the transverse structure of boss 222, the oil cylinder top after fixation on 22 boss 222
The end that cylinder rod 241 is corresponded on block 242 is formed with mounting groove, preferably, the end of cylinder rod 241 is the ball with pin hole
Head, the bulb of the cylinder rod 241, which passes through, to be promoted assembly 23 and is placed in the mounting groove of oil cylinder jacking block 242, passes through peace by pin shaft
The pin hole of tankage and bulb and cylinder rod 241 is fixed on oil cylinder jacking block 242, rubber is provided between mounting groove and bulb
Cushion rubber.There are two clamping plates, two clamping plate docking to be folded on cylinder rod and will for setting at the notch of the mounting groove of oil cylinder jacking block
Bulb limits in mounting groove, and each clamping plate is connected on oil cylinder jacking block 242 by two support spring supports, the support spring
It is arranged near mounting groove.By design bulb, rubber ring and support spring, so that cylinder rod 241 and oil cylinder jacking block 242
Junction it is fine-tuning, when in use, cylinder rod 241 backward ejection oil cylinder jacking block 242 and by active force application lean on after fixation
On 22, so that propelling cylinder and propulsion assembly 23 are by the effect of propulsive thrust and away from the direction shifting for leaning on 22 after fixation
It is dynamic, the movement for promoting assembly 23 is realized using propulsive thrust so that propelling cylinder it is mountable promote the front side of assembly 23 and with
It promotes assembly 23 to move forward together, space can be effectively utilized, since the operating space of active well is limited, pass through propulsive thrust
Design improve the effective rate of utilization in space so that assembly 23 and propelling cylinder is promoted to occupy lesser space, can be in pedestal
Vacating space installs portal frame 25 on 21.
As another preferable embodiment of the invention, as shown in Figure 1 to Figure 3, the two sides of pedestal 21 are installed with sliding rail
211, preferably, the sliding rail 211 is box-structure.Assembly 23 is promoted to include roof support 231, be installed on roof support 231
The protective cradle 232 of 22 side 2311 is leaned on after separate fixation and is installed in 232 bottom of roof support 231 and protective cradle
Multiple idler wheels 233 and gear wheel 234, the middle part of the side 2311 of roof support 231 are equipped with the propulsion panel 235 for pushing tube coupling 10,
The propulsion panel 235 is that steel plate enables to the uniform force of tube coupling 10, and solve when panel 235 being promoted to push tube coupling 10
The round jacking block of existing use is required to transformation route after each promote and increases the problem of promoting the time.Protective cradle 232
For protecting power mechanism 24, which is radiated on power mechanism 24.Idler wheel 233 is slidably installed in corresponding sliding rail 211
On, gear wheel 234 is blocked in the medial surface of corresponding sliding rail 211, is slidably installed on sliding rail 211 by idler wheel 233, so that roof support
231 and protective cradle 232 can be moved along sliding rail 211, and gear wheel 234 roof support 231 and protective cradle 232 along
Always it is blocked in the medial surface of sliding rail 211 during sliding rail 211 is mobile, to promoting assembly 23 to play guiding role, prevents
It generates offset when moving along sliding rail 211.
As shown in Figure 1 to Figure 3, fixed a pair of supporting track 212, a pair of supporting track 212 are used to support on pedestal 21
Tube coupling 10, the supporting surface that tube coupling 10 is used to support on supporting track 212 is inclined surface, the inclined surface on two supporting tracks 212
In facing setting, enable tube coupling 10 is stable to be placed on supporting track 212.
As preferable embodiment another again of the invention, portal frame 25 includes multiple monomer door frames and by multiple monomers
The transverse bar member that door frame links together, inside the passing through for tube coupling 10 of portal frame 25, the setting of the portal frame 25, to pipe
Part 10 plays certain firm effect.
As preferable embodiment another again of the invention, as shown in Figure 1, Figure 2 and Figure 7, stopping mechanism 26 includes solid
The retaining mounting base 262 being located on portal frame 25, the installation nut 263 and installation nut that are installed in retaining mounting base 262
263 adjusting screw rods 264 being screwed together and the retaining jacking block 265 being connect with adjusting screw rod 264, one end of adjusting screw rod 264
Portion is spherical structure 2641, and the spherical structure 2641 of the adjusting screw rod 264 is fixed on retaining jacking block by the first spherical surface pressing plate 266
On 265, which is partially disposed in retaining mounting base 262 and can move in retaining mounting base 262, the retaining
Serrated face 261 is formed on jacking block 265 with the facing face of tube coupling 10, which is to fit with the outer surface of tube coupling 10
Concave surface.Preferably, stopping mechanism 26 is two, the two sides of portal frame 25 are oppositely disposed at, two stopping mechanisms 26 are passed through
Tube coupling 10 is compressed together, prevents the rollback of tube coupling 10.Specifically, the bottom of retaining mounting base 262 is fixedly connected on portal frame 25
On, it is equipped with vertical mounting plate on bottom, is fixedly installed with installation nut 263 on a mounting board, adjusting screw rod 264 passes through peace
Loading board is simultaneously screwed together with installation nut 263, is so that the adjusting screw rod 264 can be along peace by rotating the adjusting screw rod 264
Loading nut 363, which is moved forward and backward, to be adjusted, and the spherical structure 2641 of adjusting screw rod 264 is connect with retaining jacking block 265, thus with retaining
The mutually close or mutually separate movement in the direction of jacking block 265 towards tube coupling 10 is set in the side of the mounting plate of retaining mounting base 262
There is installing frame, retaining jacking block 265 is placed in the installing frame, and can be moved in the installing frame, and installing frame is to retaining top
Block 265 plays the role of guiding, will not also interfere the mobile adjusting of retaining jacking block 265.
As preferable embodiment another again of the invention, as shown in Fig. 1 to Fig. 3 and Fig. 6, main jacking dress of the invention
Setting 20 further includes the guiding mechanism 27 for being installed on portal frame 25 and adjustably adjusting, and guiding mechanism 27 is equipped with and rotatably leads
To wheel 271, tube coupling 10 is led by the lateral surface that telescopic adjustment guiding mechanism 27 makes directive wheel 271 be set to tube coupling 10
To.Preferably, guiding mechanism 27 is relatively set on portal frame 25, so that the directive wheel 271 of two guiding mechanisms 27 is relatively
It is resisted against the lateral surface of tube coupling 10, in 10 ejection forward of tube coupling, directive wheel 271 can be rolled in the lateral surface of tube coupling 10,
Cooperate portal frame 25 to compress tube coupling 10 together by guiding mechanism 27, improves the stabilization of 10 progradation of tube coupling, be also tube coupling
10 provide firm effect, can alleviate because head quality it is big caused by whole tube coupling have a down dip the phenomenon that.
Further, guiding mechanism 27 includes the guiding mounting base 272 being fixedly arranged on portal frame 25, is fixedly arranged on guiding installation
The attaching nut 273 of seat 272, the connecting screw 274 being screwed together with attaching nut 273 and the installation for installing directive wheel 271
Block 275, the one end of connecting screw 274 are spherical structure 2741；The spherical structure 2741 of connecting screw 274 passes through the second spherical surface
Pressing plate 276 is fixed on mounting blocks 275, and mounting blocks 275 are placed in guiding mounting base 272 and can move in guiding mounting base 272.
The structure of the guiding mounting base 272 is identical as the structure of retaining mounting base 262, has a bottom being fixedly connected with portal frame 25
Portion, the mounting plate being arranged on bottom and setting installing frame on a mounting board are fixedly connected with nut 273 on mounting plate, connect
Screw rod 274 passes through mounting plate and is screwed together with attaching nut 273, to be rotatablely connected the position of 274 adjustable guide wheel 271 of screw rod
It sets, directive wheel 271 is tightly attached on the lateral surface of tube coupling 10.The installing frame of guiding mounting base 272 plays mounting blocks 275
The effect for having arrived guiding, will not also interfere the mobile adjusting of mounting blocks 275.
Preferably, two pairs of guiding mechanisms 27 are arranged on portal frame 25, a pair of guiding mechanism 27 therein is arranged at gantry
The rear end of portal frame 25 is arranged in the front end of frame 25, another pair guiding mechanism 27, and a pair of of retaining is arranged at the middle part of portal frame 25
Mechanism 26.Guiding mechanism 27 and stopping mechanism 26 are mounted on portal frame 25 with the position of Oblique 45 Degree face tube coupling 10.
As preferable embodiment another again of the invention, as shown in Figure 1, in order to improve the jacking efficiency of tube coupling 10,
Main jacking mechanism 20 of the invention further includes the relaying jacking block 28 for being placed on pedestal 21 and being affixed with propulsion assembly 23, relaying top
The shape of block 28 is adapted with the shape of tube coupling 10, and the length of relaying jacking block 28 is the half of 10 length of tube coupling.By in setting
After jacking block 28, so that the jacking construction of a tube coupling 10, can be can be completed by oil cylinder stroke twice, can be improved the top of tube coupling
Into the efficiency of construction.
Below with reference to Fig. 8 to Figure 12, the work progress of 20 jacking tube coupling 10 of main jacking mechanism of the invention is illustrated.
As shown in figure 8, main jacking mechanism 20 is placed in the active well in tunnel, the position of pedestal 21 is regulated, so that
Supporting track 212 on pedestal 21 can face Tunnel, and the rear top of active well is resisted against by 22 after fixing, by tube coupling 10
On lifting to the supporting track 212 of pedestal 21, the end of tube coupling 10 starts power against the propulsion panel 235 for promoting assembly 23
24 jacking tube coupling 10 of mechanism.Then as shown in figure 9, the maximum displacement that assembly 23 will be promoted to be moved to front by power mechanism 24
Place, in the process of moving by the front jacking to Tunnel of tube coupling 10, tube coupling 10 has the lower section for being partially located at portal frame 25,
The lateral surface that stopping mechanism 26 makes serrated face 261 be tightly attached to tube coupling 10 is adjusted at this time, then as shown in Figure 10, only by two
It moves back mechanism 26 and compresses tube coupling 10, assembly 23 will be promoted to be moved to reset by power mechanism 25, complete the first time of tube coupling 10
Jacking.Then as shown in figure 11, then lifting relays jacking block 28, relaying jacking block 28 is prevented on supporting track 212, relaying top
The end of block 28 is sticked on promoting panel 235, and then as shown in figure 12, starting power mechanism 24, which pushes, promotes assembly 23,
When relaying the top of jacking block 28 to tube coupling 10, the serrated face 261 of stopping mechanism 26 is moved up, thus by relaying jacking block 28 for pipe fitting 10
Continue to push ahead, after tube coupling 10 is advanced into welding region, stops the movement of power mechanism 24, by the sawtooth of stopping mechanism 26
Face 261 moves down and is close to the lateral surface of tube coupling 10, and to original position, removal relays the power mechanism 24 that then bounces back with assembly 23 is promoted
Jacking block 28 completes the jacking installation of one section of tube coupling 10, and so on until the construction of tube coupling 10 finishes.
The present invention has been described in detail with reference to the accompanying drawings, those skilled in the art can be according to upper
It states and bright many variations example is made to the present invention.Thus, certain details in embodiment should not constitute limitation of the invention, this
Invention will be using the range that the appended claims define as protection scope of the present invention.
Claims (9)
1. a kind of main jacking mechanism of pipe curtain subsurface excavation method jacking construction characterized by comprising
Pedestal；
It is leaned on after the fixation being connect with the pedestal；
It is movably slidedly arranged on the pedestal and after the fixation by the propulsion assembly of setting；
The power mechanism being fixedly arranged on the propulsion assembly is moved by connection after the power mechanism and the fixation by described
Force mechanisms push the propulsion assembly to move along the pedestal to far from the direction leaned on after the fixation；
The portal frame for being fixedly arranged on the pedestal and being located in front of the propulsion assembly；And
It is installed in stopping mechanism on the portal frame and telescopically adjustable, the stopping mechanism is equipped with compatible with tube coupling
Serrated face makes the serrated face be tightly attached to the lateral surface of the tube coupling to limit by the telescopic adjustment of the stopping mechanism
The rollback of the tube coupling；
The peace that the stopping mechanism includes the retaining mounting base being fixedly arranged on the portal frame, is fixedly arranged in the retaining mounting base
Loading nut, with the adjusting screw rod that is screwed together of installation nut and the retaining jacking block being connect with the adjusting screw rod, it is described
The one end of adjusting screw rod is spherical structure, and the spherical structure of the adjusting screw rod is fixed on described stop by the first spherical surface pressing plate
Jacking block is moved back, the retaining jacking block is partially disposed in the retaining mounting base and can move in the retaining mounting base, described to stop
It moves back face facing with the tube coupling on jacking block and forms the serrated face.
2. the main jacking mechanism of pipe curtain subsurface excavation method jacking construction as described in claim 1, which is characterized in that the power mechanism
For propelling cylinder, the propelling cylinder is fixed on the propulsion assembly, and the cylinder rod of the propelling cylinder is fixed on described solid
It is leaned on after fixed, propulsive thrust is applied to the propulsion assembly by leaning on after fixing described in the propelling cylinder pushing tow, so that institute
It states and assembly is promoted to move along the pedestal to far from the direction leaned on after the fixation.
3. the main jacking mechanism of pipe curtain subsurface excavation method jacking construction as described in claim 1, which is characterized in that the two of the pedestal
Side is installed with sliding rail；
The propulsion assembly includes roof support, the protection for being fixedly arranged on the side leaned on after the separate fixation on the roof support
Bracket and the multiple idler wheels and gear wheel for being fixedly arranged on the roof support and the protective cradle bottom；
Middle part far from the side leaned on after the fixation on the roof support is equipped with the propulsion panel for pushing the tube coupling；
The protective cradle is provide with the power mechanism；
The idler wheel is slidedly arranged on the corresponding sliding rail, and the gear wheel gear is set to the medial surface of the corresponding sliding rail.
4. the main jacking mechanism of pipe curtain subsurface excavation method jacking construction as described in claim 1, which is characterized in that further include being installed in
On the portal frame and telescopically adjustable guiding mechanism, the guiding mechanism are equipped with rotatable directive wheel, by flexible
Adjusting the guiding mechanism makes the directive wheel be attached at the lateral surface of the tube coupling and be oriented to the tube coupling.
5. the main jacking mechanism of pipe curtain subsurface excavation method jacking construction as claimed in claim 4, which is characterized in that the guiding mechanism
Including be fixedly arranged on the portal frame guiding mounting base, be fixedly arranged on it is described guiding mounting base attaching nut, with the connection
The mounting blocks of connecting screw and the installation directive wheel that nut is screwed together, the one end of the connecting screw is spherical junctions
Structure；The spherical structure of the connecting screw is fixed on the mounting blocks by the second spherical surface pressing plate, and the mounting blocks are placed in described
It can move in guiding mounting base and in the guiding mounting base.
6. the main jacking mechanism of pipe curtain subsurface excavation method jacking construction as described in claim 1, which is characterized in that outside the pedestal
It is installed with horizontally-supported mechanism and vertical support mechanism week, the bearing length of the horizontally-supported mechanism is adjustable, described vertical
The bearing height of supporting mechanism is adjustable, and the level for realizing the pedestal is adjusted by the bearing length of the horizontally-supported mechanism
The adjusting of position adjusts the adjusting for realizing the upright position of the pedestal by the bearing height of the vertical support mechanism.
7. the main jacking mechanism of pipe curtain subsurface excavation method jacking construction as claimed in claim 6, which is characterized in that described horizontally-supported
Mechanism include be fixed on the horizontally-supported seat on the pedestal, the first nut being fixedly arranged on the horizontally-supported seat, with it is described
The first screw rod that first nut is screwed together and the horizontally-supported jacking block being connect with first screw rod, first screw rod
One end is spherical structure, and the spherical structure of first screw rod is fixedly arranged on the horizontally-supported top by third spherical surface pressing plate
Block.
8. the main jacking mechanism of pipe curtain subsurface excavation method jacking construction as claimed in claim 6, which is characterized in that the vertical support
Mechanism include the vertical support seat being fixed on the pedestal, the second nut being fixedly arranged on the vertical support seat, with it is described
The second screw rod that second nut is screwed together and the vertical support jacking block being connect with second screw rod, second screw rod
One end is spherical structure, and the spherical structure of second screw rod is fixedly arranged on the vertical support top by the 4th spherical surface pressing plate
Block.
9. the main jacking mechanism of pipe curtain subsurface excavation method jacking construction as described in claim 1, which is characterized in that further include being placed in
The relaying jacking block being affixed on the pedestal and with the propulsion assembly, the shape and the shape phase of the tube coupling of the relaying jacking block
The length of adaptation, the relaying jacking block is the half of the tube coupling length.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711187284.XA CN107975374B (en) | 2017-11-24 | 2017-11-24 | The main jacking mechanism of pipe curtain subsurface excavation method jacking construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711187284.XA CN107975374B (en) | 2017-11-24 | 2017-11-24 | The main jacking mechanism of pipe curtain subsurface excavation method jacking construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107975374A CN107975374A (en) | 2018-05-01 |
| CN107975374B true CN107975374B (en) | 2019-05-10 |
Family
ID=62011436
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711187284.XA Active CN107975374B (en) | 2017-11-24 | 2017-11-24 | The main jacking mechanism of pipe curtain subsurface excavation method jacking construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107975374B (en) |
Families Citing this family (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057804A (en) * | 2018-08-30 | 2018-12-21 | 上海隧道工程有限公司 | Push pipe for construction tunnel service channel originates frame support system and method |
| CN109458493A (en) * | 2018-12-20 | 2019-03-12 | 上海市政建设有限公司 | A kind of push pipe retaining limiting device and its application method |
| CN110195595B (en) * | 2019-05-09 | 2021-01-05 | 上海隧道工程有限公司 | Retaining device for pipe piece of pipe jacking machine and using method of retaining device |
| CN110440052B (en) * | 2019-08-09 | 2021-02-09 | 上海矩顶工程科技有限公司 | Movable smooth jacking mechanism for pipe jacking construction |
| CN112648434B (en) * | 2019-10-10 | 2024-05-07 | 中国电力科学研究院有限公司 | Hole-outlet device of push bench and use method thereof |
| CN110805461A (en) * | 2019-10-16 | 2020-02-18 | 上海市基础工程集团有限公司 | Portal frame type pipe joint fixer |
| CN111927481B (en) * | 2020-08-11 | 2022-04-29 | 中铁工程装备集团有限公司 | Integrated propulsion device and construction method thereof |
| CN113404931B (en) * | 2021-07-21 | 2022-04-22 | 广东鑫广源建设工程有限公司 | Pipe jacking construction device for sludge soil |
| CN115142859B (en) * | 2022-09-01 | 2023-01-20 | 中国矿业大学(北京) | Pipe curtain construction equipment and pipe curtain construction method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000186491A (en) * | 1998-12-21 | 2000-07-04 | Nanno Construction Co Ltd | Propulsion device and method for tubular body |
| JP2001182479A (en) * | 1999-12-24 | 2001-07-06 | Kumagai Gumi Co Ltd | Underground drilling machine |
| CN204941546U (en) * | 2015-09-25 | 2016-01-06 | 中铁十一局集团有限公司 | A kind of tunnel rescue push-bench |
| CN105257298A (en) * | 2015-11-06 | 2016-01-20 | 上海隧道工程有限公司 | Main jacking apparatus of stepper tube push bench |
| CN206256911U (en) * | 2016-12-13 | 2017-06-16 | 中铁隧道勘测设计院有限公司 | A kind of push bench process Tunnel Engineering tube coupling stopping device |
-
2017
- 2017-11-24 CN CN201711187284.XA patent/CN107975374B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000186491A (en) * | 1998-12-21 | 2000-07-04 | Nanno Construction Co Ltd | Propulsion device and method for tubular body |
| JP2001182479A (en) * | 1999-12-24 | 2001-07-06 | Kumagai Gumi Co Ltd | Underground drilling machine |
| CN204941546U (en) * | 2015-09-25 | 2016-01-06 | 中铁十一局集团有限公司 | A kind of tunnel rescue push-bench |
| CN105257298A (en) * | 2015-11-06 | 2016-01-20 | 上海隧道工程有限公司 | Main jacking apparatus of stepper tube push bench |
| CN206256911U (en) * | 2016-12-13 | 2017-06-16 | 中铁隧道勘测设计院有限公司 | A kind of push bench process Tunnel Engineering tube coupling stopping device |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107975374A (en) | 2018-05-01 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107975374B (en) | The main jacking mechanism of pipe curtain subsurface excavation method jacking construction | |
| CN101787891B (en) | Station-crossing construction method and station-crossing construction device of wheel type mobile foundation | |
| CN105736021A (en) | Tunnel automatic waterproof plate trolley | |
| CN109026025B (en) | Pipe jacking supporting and jacking system for construction tunnel connection channel | |
| CN210421868U (en) | But height-adjusting's stable form engineering construction scaffold | |
| CN110607751A (en) | Straddle type monorail track beam linear adjusting system and adjusting method thereof | |
| CN211256687U (en) | Straddle type monorail track beam linear adjusting system | |
| CN106968687B (en) | Closed type circular ring yielding support device and method for mining roadway of steep coal seam | |
| CN209413347U (en) | A kind of civil engineering support device | |
| CN205477658U (en) | Novel underworkings whitewashing machine people | |
| CN109183621A (en) | The anti-tilter of gate-type and its method for installing prefabricated components | |
| CN218890744U (en) | Concrete curing spray pipe support | |
| CN210217795U (en) | Temporary support device for coal mine tunneling | |
| CN210637085U (en) | Hydraulic trolley for lining | |
| CN108729376B (en) | Height limiting equipment suitable for roads and bridges | |
| CN208594729U (en) | A kind of scaffold for building convenient for assembled adjusting height | |
| CN109026052B (en) | Push pipe originating frame angle adjusting device for construction tunnel connection channel | |
| CN102029559B (en) | Automatic overturning device for magnetic shoe | |
| CN213143937U (en) | House wall reinforcing apparatus | |
| CN109319574A (en) | A kind of track traffic cable adjustable bidirectional actinobacillus device | |
| CN218436520U (en) | Road bed edge protector is used in highway engineering construction | |
| CN205605232U (en) | Invert form hoist and mount traveling carriage car | |
| CN219431865U (en) | Working face anti-impact limiting device for coal mine excavation | |
| CN112290492B (en) | Cable fixing device | |
| CN217266710U (en) | Easy-to-dismount paving base plate |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |