CN100494615C - Non-excavation underground pipeline tunnel wall tension propulsion machine - Google Patents
Non-excavation underground pipeline tunnel wall tension propulsion machine Download PDFInfo
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- CN100494615C CN100494615C CNB200610071243XA CN200610071243A CN100494615C CN 100494615 C CN100494615 C CN 100494615C CN B200610071243X A CNB200610071243X A CN B200610071243XA CN 200610071243 A CN200610071243 A CN 200610071243A CN 100494615 C CN100494615 C CN 100494615C
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Abstract
The invention relates to a non-digging underground pipeline hole wall swelling propeller, characterized in that: the two sides of a casing are made with slide holes, spiral soil discharge pipe is jacketed with swelling plate slide body, the swelling plate slide body is made with hole, slide block is arranged in the slide hole, support location rod of the swelling plate is inserted in the hole in the swelling plate slide body, the spiral soil discharge pipe is provided with main push arm slide, main push arm is connected with the swelling plate, a lock device is equipped between the casing and the swelling plate slide body, carrying roller box is below the spiral soil discharge pipe and holds carrying rollers inside, two sides above the carrying roller box are provided with water inlet and outlet pipes, the reducer of a machine head is connected with the spiral soil discharge pipe, a rotary shovel head is equipped between the reducer and the spiral soil discharge pipe, and the rotary shovel head and the rear end of the machine case form a soil storage room, the front of the reducer is provided with cutter, and the cutter is connected with the soil storage room, the machine head is connected with the machine case and the machine body is connected with the casing. And the invention has simple structure, small numbers of auxiliary devices, high working efficiency, low construction cost, etc.
Description
One, technical field
The present invention relates to a kind of non-excavation underground pipeline tunnel wall tension propulsion machine, belong to engineering machinery field.
Two, background technology
At present the underground pipeline project in a lot of cities of China still uses traditional excavation method construction, and a lot of new technologies are because construction cost height, technical difficulty are big, apparatus expensive and by perpendicular shelf.As the horizontal boring machine of spiral, it by support, gearbox, motor, creep into several main parts such as head, auger stem, hydraulic thrust device, anchoring means and form.
During work main frame is put into working pit, be fixed on the anchoring means of being constructed by concrete, find balance, motor drives the spiral bull stick by gearbox and rotary head is rotated in soil layer, creep into forward along with boring is constantly deepened by the cylinder pushes push rod, drilling rod is inserted on the rig by joint, and how long the construction hole has, and how long drilling rod will connect, so just can finish boring work, after boring is finished drilling rod is retreated taking-up by joint, change the reaming head again, expand the hole to needed construction aperture with same program.Its shortcoming is as follows:
(1) creeps into the length weak point, generally in 100 meters.
(2) it is little to creep into the aperture, generally at 100mm--700mm.
(3) preparation of construction workload is big, the time is long.
(4) equipment complexity, operation are cumbersome, not easy to operate.
(5) apparatus expensive, construction cost height.
Because these shortcomings, make that the competitiveness of aspects such as its economy in the non-excavation underground pipeline construction, compliance, popularization is obviously not enough.
Three, summary of the invention
The technical problem that the present invention solves is: a tractor serves several purposes, creep into that length is long, the aperture is big, and simple in structure, operation is easily gone, and construction cost is low.
Technical solution:
Form by body, shell, head, body is provided with hydraulic pump, fuel tank, switch board, the shell both sides have symmetrical skidway hole, skidway hole is provided with slideway, be set with the tightening plate gliding mass on the spiral casting pipe, have locating hole on the slide block of tightening plate gliding mass both sides, slide block places in the skidway hole, support backstay on the tightening plate is inserted in the locating hole of tightening plate gliding mass, and can freely stretch therein; Spiral casting pipe is provided with promotes mainly the arm slideway, the cylinder rod of master cylinder can be free to slide at slideway, cylinder rod on the master cylinder is equipped with promotes mainly arm, promoting mainly arm is connected with drive link on the tightening plate, between shell and the tightening plate gliding mass locker is housed, spiral casting pipe below is provided with the carrying roller case, the carrying roller case is equipped with carrying roller, both sides, carrying roller case top are equipped with water inlet pipe respectively, outlet pipe, be provided with reductor in the casing of head, reductor is connected with spiral casting pipe, between reductor and the spiral casting pipe rotary spading machine head is housed, and the cavity between rotary spading machine head and casing rear portion forms a Tu Cang, the cutting cutterhead is established in the front portion of reductor, cutting cutterhead and casing front cavity form another Tu Cang, are provided with water inlet pipe in the native storehouse at casing rear portion, outlet pipe, water inlet pipe, outlet pipe respectively with body in water inlet pipe, outlet pipe is corresponding to be connected.
Two tightening plate push action cylinders place respectively on the body of spiral casting pipe both sides, and the pull bar on the oil cylinder is connected with drive link on the tightening plate, and the tightening plate gliding mass is fixedlyed connected with the base of oil cylinder.
The cutting cutterhead can be the bucket dish, sweep dish, also can be drill bit, reaming head, rotary cutter, spray head or shovel head.
The invention effect
Technique effect: multi-functional tunnel wall tension propulsion machine has adopted brand-new tunnel wall tension technology to obtain unprecedented effect, a tractor serves several purposes, establish one's own system, having opened up a new way aspect the constructions such as the driving of non-excavation underground pipeline, laying, replacing, maintenance, maintenance, inspection, has good application value.
Economic effect: this machine is simple in structure, and supporting facility is few, high efficiency, the energy-and time-economizing, construction cost is low, and easy simple to operate, equipment manufacturing cost are lower, one-time investment is few, compares its operating expenses with similar non-excavation underground pipeline engineering and will hang down 10-30% at least.
Social effect: it is few to use the construction of this machine to take the construction plant, and noise is low, speed is fast, disguise is strong, engineering safety is good, does not destroy ground environment, does not influence traffic, the construction machinery that the normal live and work order that does not influence people is a kind of environment-friendly type.
Four, description of drawings
Fig. 1 is a structural representation of the present invention;
Fig. 2 is Fig. 1 vertical view cutaway drawing;
Fig. 3 is the another kind of structural representation of the present invention;
Fig. 4 is Fig. 3 vertical view cutaway drawing;
Fig. 5 is two kinds of type combining structures of the present invention schematic diagram;
Fig. 6 is a handpiece structure schematic diagram of the present invention.
Five, the specific embodiment
The present invention is made up of body 14, shell 19, head, body 14 is provided with hydraulic pump 6, fuel tank 7, switch board 8, shell 19 both sides have symmetrical skidway hole 17, skidway hole 17 is provided with slideway 9, be set with tightening plate gliding mass 3 on the spiral casting pipe 13, have locating hole 18 on the slide block of tightening plate gliding mass 3 both sides, slide block places in the skidway hole 17, support backstay on the tightening plate 1 is inserted in the locating hole 18 of tightening plate gliding mass 3, and can freely stretch therein; Spiral casting pipe 13 is provided with promotes mainly arm slideway 12, the cylinder rod of master cylinder 4 can be free to slide at slideway 12, be equipped with on the cylinder rod of master cylinder 4 and promote mainly arm 2, promoting mainly arm 2 is connected with drive link on the tightening plate 1, between shell 19 and the tightening plate gliding mass 3 locker 5 is housed, spiral casting pipe 13 belows are provided with the carrying roller case, carrying roller 15 is housed in the carrying roller case, both sides, carrying roller case top are equipped with water inlet pipe 10 respectively, outlet pipe 11, reductor 20 is connected with spiral casting pipe 13 in the head casing, between reductor 20 and the spiral casting pipe 13 rotary spading machine head 21 is housed, form native storehouse 22 between the cavity at rotary spading machine head 21 and casing rear portion, the front portion dress cutting cutterhead 23 of reductor 20, cutting cutterhead 23 forms native storehouse 24 with the casing front cavity, soil is provided with water inlet pipe in the storehouse 22, outlet pipe, water inlet pipe, outlet pipe respectively with body in water inlet pipe 10, outlet pipe 11 is connected.Cutting cutterhead 23 is the reaming head.
Design principle: 1 pair of hole wall of tightening plate applies tension under dynamic action, forms very big stiction between tightening plate 1 and the hole wall, comes the various reaction forces of balancing machine generation when working as the anchored force of body 14 with this stiction.Constantly move the continual work of promotion machine that makes with anchor point.
Two groups on the tightening plate 1 are supported backstay and are inserted in the locating hole 18 of tightening plate gliding mass 3 by the skidway hole on the body 14 17, and can freely stretch therein, tensioning plate gliding mass 3 can slide on slideway 9 and casting pipe 13, hydraulic pump 6 provides power for master cylinder 4 by switch board 8, promotes mainly arm 2 and is connected with tightening plate 1 by the drive link on the tightening plate 1.
When the cylinder rod of master cylinder 4 drew in, pulling force passed to tightening plate 1 by promoting mainly arm 2, and the angle of promoting mainly arm 2 constantly increases, and it is extrapolated with tightening plate 1 to form thrust, presses the hole wall, produced stiction.In this course, 14 of tightening plate gliding mass 3 and the bodies device 5 that is locked all the time is locked, can not produce slip because of drawing in of master cylinder 4.When tightening plate 1 and Dong Bi rise when dead, locker 5 releases, tightening plate 1 and tightening plate gliding mass 3 are anchored on the arm of hole in the lump, and body 14 is pushed ahead by the pulling force of master cylinder 4 and is started working, after the propelling stroke of body 14 arrives desired location, master cylinder 4 commutations, change into and pushing ahead, the body stop motion of being obstructed was promoted mainly arm 2 and moved by forward thrust this moment, and angle diminishes, retract tightening plate 1 and promote tightening plate gliding mass 3 and move forward to initial position, finished a work period, prepared to carry out the work of next cycle, so going round and beginning again has formed stepping work, it is to adopt whole corresponding sealing inserting mode that the casing of head connects with the body casing, connected by bolt, the reductor in the casing drives cutting cutterhead 23 and rotates, and the soil under the cutting is poured native storehouse 24 into, soil enters in the native storehouse 22 along the inclined-plane, rotary spading machine head 21 plays mamoty in the native storehouse 22, pours soil discharge in the spiral casting pipe 13 into, and whole working programme is all undertaken by switch board 8.
Multi-functional tunnel wall tension propulsion machine has two kinds of basic models, a kind of is unidirectional minicomputer, another kind is two-way medium-sized machine, but these two kinds of all unit operations of type, one-tenth two-shipper group job also capable of being combined is the stepping duty during unit operation, can be that stepping work is by system during the two-shipper group job, also can be continuous duty, decide according to requirement of engineering.
Directly two interlock oil cylinders 16 have been replaced and promoted mainly arm 2 and locker 5, tightening plate push action cylinder 16 places respectively on the body of spiral casting pipe 13 both sides, pull bar on the oil cylinder 16 is connected with drive link on the tightening plate 1, and tightening plate gliding mass 3 is fixedlyed connected with the base of oil cylinder 16.For sample changes the linkage system of tension, thrust into from two afterburner systems independently.
Head enclosure group of the present invention is made up of multiple different head, and when assembling different head annexes, machine will have different functions, to adapt to various job requirement.
Equipped cutting cutterhead can be dug a hole, and pipeline uranium is established, work such as building ground pile hole construction;
Equipped bucket dish is swept dish and can be carried out pipe dredging work;
Equipped drill bit can carry out the pilot hole digging work;
Equipped reaming head can carry out reaming work;
Equipped rotary cutter can carry out old pipeline original position and change construction working;
Equipped spray head or special tool(s) can carry out the inspection of pipeline, service work;
This machine is suitable for the environmental field of work:
Be suitable in the soil layer of N value 5-30, working;
Be suitable for working in the soil layer more than the aquifer;
Be suitable in the soil layer of erratic boulder, working less than 200mm;
Being suitable in the aperture is to work in 200-2000mm retaining section engineering;
Be suitable for being no more than in 200 meters non-excavation underground pipeline object of construction production and work in one action length;
Be suitable in the underground pipeline that is shaped, working;
Be suitable in the underground pipeline construction project that also straight line or bend radius are bigger, working;
Be suitable for working in the thin pipe engineering of blinding.
Claims (3)
1, non-excavation underground pipeline tunnel wall tension propulsion machine, by body (14), shell (19), head is formed, body (14) is provided with hydraulic pump (6), fuel tank (7), switch board (8), it is characterized in that: shell (19) both sides have symmetrical skidway hole (17), skidway hole (17) is provided with slideway (9), be set with tightening plate gliding mass (3) on the spiral casting pipe (13), have locating hole (18) on the slide block of tightening plate gliding mass (3) both sides, slide block places in the skidway hole (17), support backstay on the tightening plate (1) is inserted in the locating hole (18) of tightening plate gliding mass (3), and can freely stretch therein; Spiral casting pipe (13) is provided with promotes mainly arm slideway (12), the cylinder rod of master cylinder (4) can be free to slide on slideway (12), cylinder rod on the master cylinder (4) is equipped with promotes mainly arm (2), promoting mainly arm (2) is connected with drive link on the tightening plate (1), between shell (19) and the tightening plate gliding mass (3) locker (5) is housed, spiral casting pipe (13) below is provided with the carrying roller case, carrying roller (15) is housed in the carrying roller case, both sides, carrying roller case top are equipped with water inlet pipe (10) respectively, outlet pipe (11), be provided with reductor (20) in the casing of head, reductor (20) is connected with spiral casting pipe (13), between reductor (20) and the spiral casting pipe (13) rotary spading machine head (21) is housed, rotary spading machine head (21) forms Tu Cang (22) with the cavity at casing rear portion, reductor (20) front portion is provided with cutting cutterhead (23), cutting cutterhead (23) forms Tu Cang (24) with the casing front cavity, Tu Cang is provided with water inlet pipe in (22), outlet pipe, water inlet pipe, outlet pipe respectively with body (14) in water inlet pipe (10), outlet pipe (11) is corresponding to be connected.
2, non-excavation underground pipeline tunnel wall tension propulsion machine according to claim 1, it is characterized in that: two tightening plate push action cylinders (16) place respectively on the body of spiral casting pipe (13) both sides, pull bar on the oil cylinder (16) is connected with drive link on the tightening plate (1), and tightening plate gliding mass (3) is fixedlyed connected with the base of oil cylinder (16).
3, non-excavation underground pipeline tunnel wall tension propulsion machine according to claim 1 is characterized in that: cutting cutterhead (23) can be the bucket dish, sweep dish, also can be drill bit, reaming head, rotary cutter, spray head or shovel head.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB200610071243XA CN100494615C (en) | 2006-03-21 | 2006-03-21 | Non-excavation underground pipeline tunnel wall tension propulsion machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB200610071243XA CN100494615C (en) | 2006-03-21 | 2006-03-21 | Non-excavation underground pipeline tunnel wall tension propulsion machine |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1851228A CN1851228A (en) | 2006-10-25 |
| CN100494615C true CN100494615C (en) | 2009-06-03 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB200610071243XA Expired - Fee Related CN100494615C (en) | 2006-03-21 | 2006-03-21 | Non-excavation underground pipeline tunnel wall tension propulsion machine |
Country Status (1)
| Country | Link |
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| CN (1) | CN100494615C (en) |
Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102011889B (en) * | 2010-12-03 | 2012-01-18 | 郑州大学 | Holing device for short-distance underpass |
| CN102200212B (en) * | 2011-04-18 | 2013-03-20 | 高为人 | Integrated working machine for non-excavation pipeline |
| CN102619529B (en) * | 2012-03-20 | 2014-06-18 | 北京工业大学 | Spiral pull and propulsion combined self-propelled tunneling device |
| CN102619528B (en) * | 2012-03-20 | 2014-08-20 | 北京工业大学 | Soil screw traction self-traveling type tunnel piercing device and piercing method |
| CN106401455A (en) * | 2016-09-18 | 2017-02-15 | 山西省交通科学研究院 | Auxiliary robot device for engineering pipeline construction |
| CN109812226B (en) * | 2019-02-01 | 2021-06-01 | 哈尔滨工程大学 | Pipeline side wall deep hole drilling device |
| CN112593957B (en) * | 2020-12-03 | 2022-08-19 | 重庆文理学院 | Tunneling measuring machine capable of realizing remote control type TBM construction and using method |
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2006
- 2006-03-21 CN CNB200610071243XA patent/CN100494615C/en not_active Expired - Fee Related
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| Publication number | Publication date |
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| CN1851228A (en) | 2006-10-25 |
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Granted publication date: 20090603 Termination date: 20150321 |
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