CN111322456A - Underground pipeline digging-free laying system - Google Patents
Underground pipeline digging-free laying system Download PDFInfo
- Publication number
- CN111322456A CN111322456A CN202010245805.8A CN202010245805A CN111322456A CN 111322456 A CN111322456 A CN 111322456A CN 202010245805 A CN202010245805 A CN 202010245805A CN 111322456 A CN111322456 A CN 111322456A
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- Prior art keywords
- wall
- pipe
- groove
- block
- bayonet
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- 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
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- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02G—INSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
- H02G1/00—Methods or apparatus specially adapted for installing, maintaining, repairing or dismantling electric cables or lines
- H02G1/06—Methods or apparatus specially adapted for installing, maintaining, repairing or dismantling electric cables or lines for laying cables, e.g. laying apparatus on vehicle
- H02G1/08—Methods or apparatus specially adapted for installing, maintaining, repairing or dismantling electric cables or lines for laying cables, e.g. laying apparatus on vehicle through tubing or conduit, e.g. rod or draw wire for pushing or pulling
- H02G1/083—Methods or apparatus specially adapted for installing, maintaining, repairing or dismantling electric cables or lines for laying cables, e.g. laying apparatus on vehicle through tubing or conduit, e.g. rod or draw wire for pushing or pulling using lines, e.g. needles, rods or tapes
Abstract
The utility model provides an underground piping exempts from to dig laying system, includes the device main part, what run through about in the device main part is provided with the working chamber, placed in the working chamber with the inner wall sliding connection's of working chamber top pushes away the seat, be provided with the outside bearing of opening in the top pushes away the seat, the bearing is close to the perforating hole that runs through about being provided with of intercommunication in the left side inner wall of downside inner wall, the conveyer pipe has been placed in the perforating hole, be provided with open putting the mouth of pipe in the upside inner wall of working chamber, put mouth of pipe downside and be located communicating is provided with in the downside inner wall of working chamber and pulls the spout, and this example aims at designing one kind and can exempts from to dig laying system to underground piping that can lay under the condition that does not destroy ground building and need excavate.
Description
Technical Field
The invention relates to the field of pipeline laying, in particular to an underground pipeline digging-free laying system.
Background
In many occasions, laying of electric wires for water delivery and protection is completed through laid pipelines, but in order to improve the utilization rate and the attractiveness of the ground, the laid pipelines are usually placed underground, and in the process of laying the pipelines, the ground is usually dug and then the pipelines are laid, so that the operation is complicated, particularly concrete ground needs to be damaged to finish laying work, and therefore, the underground pipeline non-excavation laying system can be designed to lay the underground pipelines under the conditions that ground buildings are not damaged and trenches need to be dug as far as possible.
Disclosure of Invention
In order to solve the problems, the embodiment designs an underground pipeline digging-free laying system which comprises a device main body, wherein a working cavity is arranged in the device main body in a left-right penetrating mode, a pushing seat which is connected with the inner wall of the working cavity in a sliding mode is arranged in the working cavity, a bearing seat with an outward opening is arranged in the pushing seat, a through hole with a left-right penetrating mode is arranged in the bearing seat and is communicated with the inner wall of the left side close to the inner wall of the lower side, a conveying pipe is arranged in the through hole, an open type pipe discharging opening is arranged in the inner wall of the upper side of the working cavity, a traction sliding groove is arranged on the lower side of the pipe discharging opening and is communicated with the inner wall of the lower side of the working cavity, a traction sliding block which can slide in the traction sliding groove is fixedly arranged on the end face of the lower side of the pushing seat, a traction rope is fixedly connected to the end, the device comprises a device body, a fixed block is fixedly arranged on the left end face of the device body, a winding cavity is arranged in the fixed block, a traction motor is fixedly arranged in the inner wall of the lower side of the winding cavity, the upper end of the traction motor is in power connection with a reel which can rotate in the winding cavity, the right end of a traction rope is wound on the reel after passing through a wire hole, a supporting seat is fixedly arranged on the right side of a pushing seat and positioned on the inner wall of the lower side of a working cavity, a supporting groove with an upward opening is arranged in the supporting seat, the radian of the inner side wall of the supporting groove is equal to that of the inner side wall of the bearing seat, the bearing seat and the supporting groove are used for supporting a pipe fitting assembly to be added, a drill block which can slide in the working cavity is placed on the right side of the supporting seat, the locking assembly is arranged in the arc-shaped inner wall of the periphery of the bayonet, when the locking assembly is used, a user inserts the right end of the pipe fitting assembly into the bayonet and can lock the right end of the pipe fitting assembly through the locking assembly, the drilling assembly is arranged in the inner wall of the right side of the bayonet and can perform drilling work under the pushing of pushing force, excavated soil and stones are crushed, the transportation assembly is arranged in the drill block and can descend the excavated soil of the drilling assembly to be conveyed on the premise that water is used as a carrier.
Preferably, the drilling assembly comprises a drill bit which is sleeved at the right end of the drill block and is rotatably connected with the drill block, a knife edge is arranged in the drill bit in a left-right penetrating mode, a cutter for excavating soil is fixedly arranged on the inner wall of one side of the knife edge, the cutters arranged on the inner wall of the knife edge in an annular array are in one-way distribution, an extrusion cavity with an opening facing the right and being in an inverted triangle shape is arranged in the drill block, an inverted triangle-shaped grinding head is rotatably arranged in the extrusion cavity, the grinding head and the extrusion cavity are used for crushing earth and stones through rolling between the outer wall of the grinding head and the inner wall of the extrusion cavity, the right end face of the grinding head is connected with the left end face of the drill bit through a connecting block, a guide groove is arranged in the inner wall of the left side of the extrusion cavity in a communicating mode, and a shock-, the rotatable being provided with in the rotary trough of moving away to avoid possible earthquakes is used for stabilizing the bistrique reaches the commentaries on classics piece of moving away to avoid possible earthquakes of the vibrations that the drill bit takes place when rotating, the commentaries on classics piece of moving away to avoid possible earthquakes is in through fixed setting the rotation driver in the rotary trough left side inner wall of moving away to avoid possible earthquakes drives, move away to avoid possible earthquakes the commentaries on classics piece with carry out the transmission through the pivot between the bistrique, the transportation subassembly set up in the week side arc inner wall of guide slot, through the rotation of.
Preferably, the transportation assembly comprises a fluid collection cavity communicated with each other and arranged in the inner wall of the lower side of the guide groove, the left side of the fluid collection cavity is positioned in the inner wall of the lower side of the bayonet, a water inlet pipe and a water outlet pipe are arranged in the inner wall of the lower side of the bayonet, the water inlet pipe is a water inlet, the water outlet pipe is a water outlet, the water inlet pipe is communicated with the right end of the water outlet pipe, the water inlet pipe and the water outlet pipe supply water and discharge soil through the external conveying pipe, the fluid collection cavity is communicated with the water outlet pipe through a guide pipe, a water storage chamber is arranged in the inner wall of the upper side of the guide groove in a communicated manner, the water storage chamber is communicated with the water inlet pipe through a water guide pipe, annular pipes arranged in the drill block are arranged in the inner walls of the front, be provided with the shower nozzle on the incision, the shower nozzle with communicate through the water spray pipe between the annular pipe, through shower nozzle spun high-pressure water column can reduce soil hardness and fluid, and turn into the mixture of fluidic soil and moisture and pass through the guide slot flows in the intracavity is collected to the fluid, and by the inlet tube gets into and passes through outlet pipe exhaust flowing water is in the left end of honeycomb duct produces the high velocity of flow, and then the accessible the honeycomb duct will the fluid in the intracavity is collected to the fluid inhales in the outlet pipe and discharge.
Preferably, the pipe fitting assembly comprises a pipe main body which is the same with the support groove and the bearing inner wall in arc shape, a connecting round block which is the same with the aperture of the bayonet is fixedly arranged on the right end face of the pipe main body, an annular locking connecting groove with an outward opening is arranged on the arc inner wall of the periphery of the connecting round block, a conveying pipe which penetrates through the drill bit and is opened rightwards is arranged in the pipe main body, a bayonet with an opening leftwards and an inner diameter which is the same with the outer diameter of the connecting round block is arranged in the inner wall of the left side of the conveying pipe in a communicated manner, a gel conveying pipe is arranged in the inner wall of the lower side of the bayonet, a gel outlet is arranged in the inner wall of the right side of the bayonet, a gel storage chamber is arranged in the inner wall of the right side of the bayonet, the device comprises a gel storage chamber, a gel pushing block is slidably arranged in the gel storage chamber, the gel storage chamber on the right side of the gel pushing block is filled with gel which is subjected to oxidative coagulation, a pushing groove with a left opening is formed in the gel pushing block, a pushing block with a left end extending into a clamping opening and used for separating the upper end of a gel outlet is slidably arranged in the pushing groove, the pushing block is slidably connected with a pipeline main body, a pushing spring is fixedly connected between the end face of the right side of the pushing block and the inner wall of the right side of the pushing groove, a water pipe containing groove which penetrates through the inner wall of the lower side of the conveying pipe from left to right and has a downward opening is formed in the inner wall of the lower side of the conveying pipe, the connecting round block is used for containing the conveying pipe, and when another connecting round block is inserted into the clamping opening, the connecting round block pushes the pushing block to slide towards the right side and, when the locking connecting groove on the other connecting round block is communicated with the gel outlet, the elastic force accumulated on the pushing spring pushes the gel pushing block to slide towards the right side and extrudes the gel in the gel storage chamber into the locking connecting groove and a gap between the connecting round block and the inner wall of the bayonet through the gel conveying pipe, so as to connect the pipeline main body.
Preferably, the upper end of the gel outlet is closed by a sealing paper, which is ruptured upon application of pressure.
Preferably, the locking subassembly include annular array set up in locking in the arc inner wall of bayonet socket week pushes away the groove, the locking push away the groove with be linked together between the bayonet socket be provided with the opening, slidable is provided with the spout in the locking pushes away the inslot, the spout with fixedly connected with return spring between the locking push away the groove, the locking push away the groove and keep away from fixedly on the inner wall of bayonet socket one side be provided with the electro-magnet, the spout is close to fixedly on the terminal surface of bayonet socket one side be provided with can gliding locking fixture block in the opening, locking fixture block can insert in the locking connection groove the electro-magnet can produce the repulsion force and then promote after getting the electricity the spout orientation bayonet socket one side slides, through the locking subassembly can be with inserting in the bayonet socket connect the circle piece and lock.
Preferably, a soil divider is fixedly arranged on the right end face of the drill bit and is used for excavating soil at the right end of the drill bit.
Preferably, a support seat is fixedly connected to the lower end face of the device body through a support pillar, and the support seat and the support pillar can support the device body in a pre-dug pit.
The invention has the beneficial effects that: when using, the user only needs to dig a notch and place this device in the notch, and this device can accomplish laying underground pipeline through the mode of punching to accomplishing pipeline laying's in-process, this device sustainable soil under will excavating just carries out breakage and transports, and is simple effective, is worth recommending the use.
Drawings
For ease of illustration, the invention is described in detail by the following specific examples and figures.
FIG. 1 is a schematic view of the overall structure of an underground pipe excavation-free paving system of the present invention;
FIG. 2 is a schematic view of a portion of the underground pipe excavation-free paving system of the present invention;
FIG. 3 is an enlarged schematic view of "A" in FIG. 2;
FIG. 4 is a schematic view of a portion of the construction of an underground pipe excavation-free paving system of the present invention;
fig. 5 is a schematic structural diagram of the working chamber in a left-side view direction.
Detailed Description
The invention will now be described in detail with reference to fig. 1-5, for ease of description, the orientations described below will now be defined as follows: the up, down, left, right, and front-back directions described below correspond to the up, down, left, right, and front-back directions in the projection relationship of fig. 1 itself.
The invention relates to an underground pipeline digging-free laying system, which is further explained by combining the attached drawings of the invention:
the underground pipeline excavation-free laying system comprises a device main body 102, a working cavity 107 penetrates through the device main body 102 from left to right, a pushing seat 109 connected with the inner wall of the working cavity 107 in a sliding manner is placed in the working cavity 107, a bearing seat 117 with an outward opening is arranged in the pushing seat 109, a through hole 111 penetrating from left to right is arranged in the left inner wall of the bearing seat 117 close to the lower inner wall, a conveying pipe 116 is placed in the through hole 111, an open pipe discharging port 119 is arranged in the upper inner wall of the working cavity 107, a traction sliding groove 105 is arranged at the lower side of the pipe discharging port 119 and is communicated with the lower inner wall of the working cavity 107, a traction sliding block 108 capable of sliding in the traction sliding groove 105 is fixedly arranged on the lower end face of the pushing seat 109, and a traction rope 104 is fixedly connected to the right end face of the traction sliding block 108, the right end of the traction chute 105 is communicated with a through hole 103 with a leftward opening and positioned on the lower side of the traction chute 105, a fixed block 112 is fixedly arranged on the left end face of the device main body 102, a winding cavity 1114 is arranged in the fixed block 112, a traction motor 113 is fixedly arranged on the inner wall of the lower side of the winding cavity 1114, the upper end of the traction motor 113 is in power connection with a reel 115 capable of rotating in the winding cavity 1114, the right end of the traction rope 104 is wound on the reel 115 after bypassing the through hole 103, a supporting seat 127 is fixedly arranged on the right side of the pushing seat 109 and on the inner wall of the lower side of the working cavity 107, a supporting groove 124 with an upward opening is arranged in the supporting seat 127, the radian of the inner side wall of the supporting groove 124 is equal to that of the inner side wall of the bearing 117, and the bearing 117 and the supporting groove 124 are used for supporting a, a drilling block 128 capable of sliding in the working chamber 107 is placed on the right side of the supporting seat 127 and located in the working chamber 107, a bayonet 131 with a leftward opening is arranged in the drilling block 128, a locking assembly is arranged in an arc-shaped inner wall on the peripheral side of the bayonet 131, when the pipe fitting assembly is used, a user inserts the right end of the pipe fitting assembly into the bayonet 131 and can lock the right end of the pipe fitting assembly through the locking assembly, a drilling assembly is arranged in the inner wall on the right side of the bayonet 131, the drilling assembly can perform drilling work under the pushing force and crush excavated soil and stones, a transportation assembly is arranged in the drilling block 128, and the transportation assembly can descend the excavated soil of the drilling assembly to transport on the premise that water is used as a carrier.
Advantageously, the drilling assembly comprises drill bits 129 sleeved at the right end of the drill block 128 and rotatably connected with the drill block 128, the drill bits 129 are provided with annular arrays of knife edges 146 penetrating left and right, a cutter 153 for excavating soil is fixedly arranged on the inner wall of one side of the knife edges 146, the annular arrays of the cutters 153 arranged on the inner wall of the knife edges 146 are distributed in a single direction, the drill block 128 is provided with an extrusion cavity 147 which is opened rightwards and is in an inverted triangle shape, an inverted triangle-shaped grinding head 148 is rotatably arranged in the extrusion cavity 147, the grinding head 148 and the extrusion cavity 147 are used for crushing soil and stones through rolling between the outer wall of the grinding head 148 and the inner wall of the extrusion cavity 147, the right end face of the grinding head 148 is connected with the left end face of the drill bit 129 through a connecting block 151, and the left inner wall of the extrusion cavity 147 is provided with a guide groove 141 in a communicating manner, be provided with the rotary trough 135 of moving away to avoid possible earthquakes in the left side inner wall of guide slot 141, the rotatable being provided with in the rotary trough 135 of moving away to avoid possible earthquakes is used for stabilizing bistrique 148 reaches the shockproof turning block 138 of the vibrations that drill bit 129 took place when rotating, shockproof turning block 138 is through fixed setting the rotation driver in the rotary trough 135 left side inner wall of moving away to avoid possible earthquakes drives, shockproof turning block 138 with carry out the transmission through pivot 142 between the bistrique 148, the transportation subassembly set up in the week side arc inner wall of guide slot 141, through the rotation of drill bit 129 reaches the consequent setting of cutter 153 can extrude the soil of digging into carry out the breakage in the extrusion chamber 147.
Beneficially, the transportation assembly includes a fluid collection cavity 139 disposed in the inner wall of the lower side of the guide groove 141 and communicated with each other, a water inlet pipe 136 and a water outlet pipe 137 are disposed in the inner wall of the lower side of the bayonet 131 on the left side of the fluid collection cavity 139 and located on the inner wall of the lower side of the bayonet 131, the water inlet pipe 136 is a water inlet, the water outlet pipe 137 is a water outlet, the water inlet pipe 136 is communicated with the right end of the water outlet pipe 137, the water inlet pipe 136 and the water outlet pipe 137 supply water and discharge soil through the external conveying pipe 116, the fluid collection cavity 139 is communicated with the water outlet pipe 137 through the guide pipe 134, a water storage chamber 143 is disposed in the inner wall of the upper side of the guide groove 141 and communicated with each other, the water storage chamber 143 is communicated with the water inlet pipe 136 through the water guide pipe 132, and annular, be provided with opening towards left incision 154 in the week side arc inner wall of extrusion chamber 147, be provided with the shower nozzle on the incision 154, the shower nozzle with communicate through water spray pipe 145 between the ring pipe 144, through shower nozzle spun high pressure water column can reduce soil hardness and fluid, and the mixture that turns into fluidic soil and moisture passes through guide slot 141 flows into in the fluid collection chamber 139, and by inlet tube 136 gets into and passes through outlet pipe 137 exhaust rivers are in the left end of honeycomb duct 134 produces the high velocity of flow, and then the accessible honeycomb duct 134 will the fluid in the fluid collection chamber 139 is inhaled in the outlet pipe 137 and is discharged.
Beneficially, the pipe assembly includes a pipe body 122 having the same inner wall arc shape as the support groove 124 and the bearing seat 117, a connection round block 126 having the same aperture as the bayonet 131 is fixedly disposed on a right end face of the pipe body 122, an annular locking connection groove 179 having an outward opening is disposed on an inner wall of the arc shape on the circumferential side of the connection round block 126, a delivery pipe 123 penetrating through the drill bit 129 and having a rightward opening is disposed in the pipe body 122, a bayonet 121 having a leftward opening and having an inner diameter the same as an outer diameter of the connection round block 126 is disposed in the inner wall on the left side of the delivery pipe 123, a gel delivery pipe 156 is disposed in the inner wall on the lower side of the bayonet 121, a gel outlet 162 is disposed in communication between the gel delivery pipe 156 and the bayonet 121, a gel storage chamber 155 is disposed in the inner wall on the right side of the bayonet 121 close to the inner wall on the lower side, and the, a gel pushing block 157 is slidably arranged in the gel storage chamber 155, gel which is oxidized and solidified is filled in the gel storage chamber 155 on the right side of the gel pushing block 157, a pushing groove 159 with a leftward opening is arranged in the gel pushing block 157, a pushing block 161 with a left end extending into the bayonet 121 and blocking the upper end of the gel outlet 162 is slidably arranged in the pushing groove 159, the pushing block 161 is slidably connected with the pipeline main body 122, a pushing spring 158 is fixedly connected between the right end face of the pushing block 161 and the right inner wall of the pushing groove 159, a water pipe containing groove 125 which penetrates left and right and has a downward opening is arranged in the lower inner wall of the conveying pipe 123, the connecting circular block 126 is used for containing the conveying pipe 116, and when another connecting circular block 126 is inserted into the bayonet 121, the connecting circular block 126 pushes the pushing block 161 to slide to the right, and pushes the pushing block 161 to slide to the right side in the pushing slot 159, when the locking connection slot 179 on the other connecting round block 126 is communicated with the gel outlet 162, the elastic force accumulated on the pushing spring 158 pushes the gel pushing block 157 to slide to the right side and presses the gel in the gel storage chamber 155 into the locking connection slot 179 and the gap between the connecting round block 126 and the inner wall of the bayonet 121 through the gel delivery pipe 156, thereby connecting the pipe body 122.
Advantageously, the upper end of the gel outlet 162 is closed by a sealing paper 163, and the sealing paper 163 is ruptured when pressure is applied.
Advantageously, the locking assembly comprises an annular array of locking grooves 167 disposed in the inner arcuate wall of the peripheral side of the bayonet 131, a through hole 164 is arranged between the locking push groove 167 and the bayonet 131, a sliding groove 168 is slidably arranged in the locking push groove 167, a return spring 166 is fixedly connected between the sliding groove 168 and the locking push groove 167, an electromagnet 171 is fixedly arranged on the inner wall of the locking push groove 167 far away from the bayonet 131, the end surface of the sliding groove 168 close to one side of the bayonet 131 is fixedly provided with a locking dog 165 capable of sliding in the through hole 164, the locking dog 165 can be inserted into the locking connecting groove 179, when the electromagnet 171 is energized, a repulsive force is generated to push the sliding groove 168 to slide toward the bayonet 131, the connecting round 126 inserted into the bayonet 131 can be locked by the locking assembly.
Advantageously, a soil divider 152 is fixedly disposed on the right end surface of the drill bit 129, and the soil divider 152 is used for excavating soil at the right end of the drill bit 129.
Advantageously, a support base 101 is fixedly connected to the lower end surface of the device body 102 through a support pillar 106, and the support base 101 and the support pillar 106 can support the device body 102 in a pre-dug pit.
In the initial state, the drawing slide block 108 moves to the left to the maximum extent in the drawing chute 105, the pushing seat 109 moves to the left to the maximum extent in the working chamber 107, at this time, the drill block 128 is located at the right side of the support seat 127 and in the working chamber 107, the gel pushing block 157 moves to the left to the maximum extent in the gel storage chamber 155, and the upper end of the gel outlet 162 is blocked from the outside by the sealing paper 163.
When the device is used, a user excavates a pit on the ground in advance, places the device body 102 in the pit, places the pipe body 122 in the bearing seat 117 and the supporting groove 124, keeps the water pipe containing groove 125 oriented downward, inserts the right end of the connecting round block 126 into the bayonet 131, simultaneously, enables the electromagnet 171 to generate repulsive force and inserts the locking fixture block 165 into the locking connection groove 179, so as to connect the pipe body 122 with the drill block 128, connects the right ends of the two conveying pipes 116 with the left ends of the water inlet pipe 136 and the water outlet pipe 137 respectively, supplies high-pressure water into the water inlet pipe 136, and then starts the water pump 133, and drives the grinding head 148 to rotate through the shock absorbing rotation block 138 and the rotation shaft 142, the drill 129 is driven to rotate by the connecting block 151, meanwhile, the traction motor 113 is started, the traction rope 104 is received by the reel 115, the traction slider 108 is pulled by the traction rope 104 to slide to the right, the pipeline main body 122 and the drill block 128 placed in the seat 117 are further pushed to slide to the right, in the process, when the right end of the drill 129 is abutted to soil, soil in the hollow cavity is pushed into the extrusion cavity 147 by pushing of the pushing seat 109 and rotation of the drill 129, crushing is carried out by extrusion between the grinding head 148 and the inner wall of the extrusion cavity 147, meanwhile, water flows through the water spray conduit 145 and the spray head to spray out, and soil fluid in the extrusion cavity 147 and the guide groove 141 flows into the fluid collecting cavity 139, at this time, soil can be taken out under water flow with high pressure and flow rate, so that the pipeline main body 122 is paved, and the drill block 128 can be taken down by powering off the electromagnet 171 after the drill block 128 breaks the ground;
when the laying distance is long and splicing of a plurality of pipeline main bodies 122 is needed to be completed, when the left end of the previous pipeline main body 122 moves to the position of the supporting groove 124, the traction motor 113 is powered off, at the moment, a user pushes the pushing seat 109 to slide to the left and pulls the traction rope 104 out of the reel 115, at the moment, the user places the next pipeline main body 122 into the bearing 117 through the pipe placing opening 119 and inserts the next connecting circular block 126 into the previous bayonet 121, at the moment, the pushing block 161 and the gel pushing block 157 can be pushed by squeezing to squeeze the oxidized and solidified gel into the pushing block 161, the locking connecting groove 179 and a gap between the bayonet 121 and the connecting circular block 126 so as to connect the two pipeline main bodies 122, at the moment, the traction motor 113 is started again, and the drill block 128 can be pushed continuously to drill, and laying the pipeline main body 122;
after the laying is completed, the delivery pipe 116 can be pulled out from the gap between the soil and the water pipe containing groove 125 by disconnecting the delivery pipe 116 from the water inlet pipe 136 and the water outlet pipe 137.
The invention has the beneficial effects that: when using, the user only needs to dig a notch and place this device in the notch, and this device can accomplish laying underground pipeline through the mode of punching to accomplishing pipeline laying's in-process, this device sustainable soil under will excavating just carries out breakage and transports, and is simple effective, is worth recommending the use.
In the above manner, a person skilled in the art can make various changes depending on the operation mode within the scope of the present invention.
Claims (8)
1. An underground pipeline digging-free laying system comprises a device main body, wherein a working cavity is arranged in the device main body in a left-right penetrating mode, a pushing seat which is connected with the inner wall of the working cavity in a sliding mode is placed in the working cavity, a bearing seat with an outward opening is arranged in the pushing seat, a through hole which is communicated with the left side inner wall and the right side inner wall is formed in the bearing seat and is close to the lower side inner wall, a conveying pipe is placed in the through hole, an open pipe discharging opening is formed in the upper side inner wall of the working cavity, a traction sliding groove is arranged on the lower side of the pipe discharging opening and is positioned in the lower side inner wall of the working cavity in a communicated mode, a traction sliding block which can slide in the traction sliding groove is fixedly arranged on the lower side end face of the pushing seat, a traction rope is fixedly connected to the right side end face of the traction sliding block, the device comprises a device body, a fixed block is fixedly arranged on the left end face of the device body, a winding cavity is arranged in the fixed block, a traction motor is fixedly arranged in the inner wall of the lower side of the winding cavity, the upper end of the traction motor is in power connection with a reel which can rotate in the winding cavity, the right end of a traction rope is wound on the reel after passing through a wire hole, a supporting seat is fixedly arranged on the right side of a pushing seat and positioned on the inner wall of the lower side of a working cavity, a supporting groove with an upward opening is arranged in the supporting seat, the radian of the inner side wall of the supporting groove is equal to that of the inner side wall of the bearing seat, the bearing seat and the supporting groove are used for supporting a pipe fitting assembly to be added, a drill block which can slide in the working cavity is placed on the right side of the supporting seat, the locking assembly is arranged in the arc-shaped inner wall of the periphery of the bayonet, when the locking assembly is used, a user inserts the right end of the pipe fitting assembly into the bayonet and can lock the right end of the pipe fitting assembly through the locking assembly, the drilling assembly is arranged in the inner wall of the right side of the bayonet and can perform drilling work under the pushing of pushing force, excavated soil and stones are crushed, the transportation assembly is arranged in the drill block and can descend the excavated soil of the drilling assembly to be conveyed on the premise that water is used as a carrier.
2. The underground pipe excavation-free paving system of claim 1, wherein: the drilling assembly comprises a drill bit which is sleeved at the right end of the drill block and is rotationally connected with the drill block, a knife edge is arranged in the drill bit in a left-right penetrating mode, a cutter for excavating soil is fixedly arranged on the inner wall of one side of the knife edge, the cutters arranged on the inner wall of the knife edge in an annular array are in one-way distribution, an extrusion cavity with an opening facing the right and being in an inverted triangle shape is arranged in the drill block, an inverted triangle-shaped grinding head is rotatably arranged in the extrusion cavity, the grinding head and the extrusion cavity are used for crushing soil and stones through rolling between the outer wall of the grinding head and the inner wall of the extrusion cavity, the right end face of the grinding head is connected with the left end face of the drill bit through a connecting block, a guide groove is arranged in the inner wall of the left side of the extrusion cavity in a communicating mode, and a, the rotatable commentaries on classics piece of moving away to avoid possible earthquakes that is provided with in the rotary trough of moving away to avoid possible earthquakes and is used for stabilizing the bistrique reaches the vibrations that the drill bit takes place when rotating, the commentaries on classics piece of moving away to avoid possible earthquakes is in through fixed setting the rotation driver in the rotary trough left side inner wall of moving away to avoid possible earthquakes drives, the commentaries on classics piece of moving away to avoid possible earthquakes with carry out the transmission through the pivot.
3. The underground pipe excavation-free paving system of claim 1, wherein: the transportation assembly comprises a fluid collection cavity communicated with each other and arranged in the inner wall of the lower side of the guide groove, a water inlet pipe and a water outlet pipe are arranged in the left side of the fluid collection cavity and positioned in the inner wall of the lower side of the bayonet, the water inlet pipe is a water inlet, the water outlet pipe is a water outlet, the water inlet pipe is communicated with the right end of the water outlet pipe, the water inlet pipe and the water outlet pipe supply water and discharge soil through the external conveying pipe, the fluid collection cavity is communicated with the water outlet pipe through a guide pipe, a water storage chamber is communicated with the inner wall of the upper side of the guide groove in a communicated manner, the water storage chamber is communicated with the water inlet pipe through a water guide pipe, annular pipes arranged in the drill block in an annular manner are arranged in the inner walls of the front side and the rear side, the incision is provided with a spray head, the spray head is communicated with the annular pipe through a water spray guide pipe, and the hardness and the fluid of the soil can be reduced through a high-pressure water column sprayed by the spray head.
4. The underground pipe excavation-free paving system of claim 1, wherein: the pipe fitting assembly comprises a pipe main body which is the same with the support groove and the bearing inner wall in arc shape, a connecting round block which is the same with the aperture of the bayonet is fixedly arranged on the right end face of the pipe main body, an annular locking connecting groove with an outward opening is arranged on the arc inner wall of the peripheral side of the connecting round block, a conveying pipe which penetrates through the drill bit and is provided with a right opening is arranged in the pipe main body, a bayonet which is provided with an opening leftwards and has an inner diameter the same with the outer diameter of the connecting round block is communicated in the inner wall of the left side of the conveying pipe, a gel conveying pipe is arranged in the inner wall of the lower side of the bayonet, a gel outlet is communicated between the gel conveying pipe and the bayonet, a gel storage chamber is arranged in the inner wall of the right side of the bayonet close to the inner wall of the lower side, gel ejector pad right side the gel that is full of the solidification of oxidation in the gel apotheca, be provided with the opening in the gel ejector pad and push away the groove to the left, it extends into to push away inslot slidable be provided with the left end the bayonet socket in and will the top ejector pad that the upper end of gel export cuts off, the top ejector pad with sliding connection between the pipeline main part, the right side terminal surface of top ejector pad with fixedly connected with pushes away the top between the right side inner wall in groove pushes away and pushes away the spring, is located run through and the decurrent water pipe that is provided with of opening about in the downside inner wall of conveyer pipe holds the groove, it is used for holding to connect the circle piece the conveyer pipe.
5. The underground pipe excavation-free paving system of claim 4, wherein: the upper end of the gel outlet is sealed by sealing paper, and the sealing paper can be broken after being pressed.
6. The underground pipe excavation-free paving system of claim 1, wherein: the locking subassembly include annular array set up in locking in the arc inner wall of bayonet socket week pushes away the groove, the locking push away the groove with be linked together between the bayonet socket be provided with the opening, slidable is provided with the spout in the locking pushes away the inslot, the spout with fixedly connected with return spring between the locking push away the groove, the locking push away the groove and keep away from the fixed electro-magnet that is provided with on the inner wall of bayonet socket one side, the spout is close to fixed being provided with on the terminal surface of bayonet socket one side can gliding locking fixture block in the opening, locking fixture block can insert in the locking spread groove the electro-magnet can produce the repulsion force and then promote after getting electricity the spout orientation bayonet socket one side slides.
7. The underground pipe excavation-free paving system of claim 1, wherein: and a soil separator is fixedly arranged on the end surface of the right side of the drill bit.
8. The underground pipe excavation-free paving system of claim 1, wherein: the supporting seat is fixedly connected to the end face of the lower side of the device main body through the supporting column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010245805.8A CN111322456A (en) | 2020-03-31 | 2020-03-31 | Underground pipeline digging-free laying system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010245805.8A CN111322456A (en) | 2020-03-31 | 2020-03-31 | Underground pipeline digging-free laying system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111322456A true CN111322456A (en) | 2020-06-23 |
Family
ID=71166006
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010245805.8A Withdrawn CN111322456A (en) | 2020-03-31 | 2020-03-31 | Underground pipeline digging-free laying system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN111322456A (en) |
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| CN104358927A (en) * | 2014-10-30 | 2015-02-18 | 国强建设集团有限公司 | Push pipe construction method and push pipe device |
| CN207945397U (en) * | 2018-03-07 | 2018-10-09 | 三河市万祥管业有限公司 | A kind of pvc pipe |
| CN109373080A (en) * | 2018-11-06 | 2019-02-22 | 四川东方聚源科技有限公司 | A kind of solar energy solderless connector |
| CN208966342U (en) * | 2018-10-30 | 2019-06-11 | 中国建筑第四工程局有限公司 | A kind of propulsion device of slurry-water balance type push-bench |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2460824Y (en) * | 2000-11-10 | 2001-11-21 | 镇江煤矿专用设备厂 | Mud water balance push bench |
| CN2611712Y (en) * | 2003-03-24 | 2004-04-14 | 余彬泉 | Multi-edge crushed slurry push bench |
| JP2006233726A (en) * | 2005-02-21 | 2006-09-07 | Kanbai Ko | Mud soil pressure construction method and mud soil pressure controller for auger type small aperture pipe jacking machine |
| CN102032393A (en) * | 2010-11-10 | 2011-04-27 | 博大建设有限公司 | Small-bore long distance curved pipe jacking method |
| JP2014129664A (en) * | 2012-12-28 | 2014-07-10 | Okumura Corp | Method for installing caisson structure |
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