CN208579028U - A kind of underground pipeline construction conduit jacking - Google Patents

A kind of underground pipeline construction conduit jacking Download PDF

Info

Publication number
CN208579028U
CN208579028U CN201820853064.XU CN201820853064U CN208579028U CN 208579028 U CN208579028 U CN 208579028U CN 201820853064 U CN201820853064 U CN 201820853064U CN 208579028 U CN208579028 U CN 208579028U
Authority
CN
China
Prior art keywords
lower case
upper housing
attachment base
mud
pipe
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.)
Expired - Fee Related
Application number
CN201820853064.XU
Other languages
Chinese (zh)
Inventor
陶毅
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nanjing Yijun Electronic Technology Co Ltd
Original Assignee
Nanjing Yijun Electronic Technology Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Nanjing Yijun Electronic Technology Co Ltd filed Critical Nanjing Yijun Electronic Technology Co Ltd
Priority to CN201820853064.XU priority Critical patent/CN208579028U/en
Application granted granted Critical
Publication of CN208579028U publication Critical patent/CN208579028U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Sewage (AREA)

Abstract

The utility model discloses a kind of underground pipeline construction conduit jackings, it is related to underground buried tube conduit jacking field, including tube body, the bottom is extended with mud extraction pipe, be characterized in that: the mud extraction pipe end is fixed with discharge device, the discharge device includes surge bunker, the surge bunker includes the upper housing being oppositely arranged, lower case, the upper housing, the cross section of lower case is domed, the upper housing, the inner wall of lower case is equipped with several buffering comb teeth, the upper housing, the opposite straight edges of lower case are equipped with sealing element, the upper housing, the side of the close mud extraction pipe of lower case is respectively equipped with half round cut, the lower case bottom is equipped with the sustained release seat released for mud, its advantage is that: have the advantages that prevent waste material from splashing.

Description

A kind of underground pipeline construction conduit jacking
Technical field
The utility model relates to underground buried tube conduit jacking field, in particular to a kind of underground pipeline construction conduit jacking.
Background technique
With the continuous development of pipe-jacking technology, the construction technology of jacking construction operation is more and more, but in work zone The soil property in domain, operating environment have certain requirement;And at present in the region of Economic contrast prosperity, often underground obstacle compares More, greatly, push pipe length is long, and required precision is relatively high, frequently results in the failure of push pipe for local soil property variation.
Now with the development of society, the requirements for pipes such as electric power, telecommunications, combustion gas, water supply and drainage are more and more, generally require Cross road, especially campus, factory, cell.And it excavates pipe trench and is laid with these pipelines and need to abolish road surface, existing pipe jacking equipment It is huge, it needs to excavate preparation hole greatly, is not suitable for using in campus, factory, cell.
Notification number is that the Chinese patent of CN206707711U is disclosed including tube body, and giant is provided in tube body, is shone Bright lamp and compressed air spray head, the cavity bottom of tube body are extended with mud extraction pipe, are provided with compressed air gold in the second cavity Belong to pipeline and high pressure water metal tubes, support plate, compressed air spray head and headlamp are fixed between the first watertight door and tube body It is fixed in support plate, the door body size on the first watertight door is less than the door body size on the second watertight door.The underground of the utility model Pipeline construction conduit jacking is strong to soil layer conformability, visible to barrier before push pipe, and it is easy to remove barriers.
The underground pipeline construction conduit jacking of above scheme can soften soil layer, sprayed water by high-pressure water pipe and carry out soil Layer softening, and extracted out cement by mud tube, because the pressure of sub-surface is larger, mud the asking there are splashes of extraction Topic, influence the staff or people crossing the road of surrounding, can not outdoor direct progress, need to establish additional maintenance device.
Utility model content
The purpose of the utility model is to provide a kind of underground pipeline construction conduit jackings, its advantage is that: having prevents waste material The advantages of splashing.
The above-mentioned technical purpose of the utility model has the technical scheme that a kind of underground pipeline construction Conduit jacking, including tube body, the bottom are extended with mud extraction pipe, and the mud extraction pipe end is fixed with aerial drainage dress Set, the discharge device includes surge bunker, and the surge bunker includes the upper housing being oppositely arranged, lower case, the upper housing, under The cross section of shell is domed, the upper housing, lower case inner wall be equipped with several buffering comb teeth, the upper housing, lower case Opposite straight edges be equipped with sealing element, the upper housing, lower case close mud extract out pipe side be respectively equipped with half round cut, The lower case bottom is equipped with the sustained release seat released for mud.
By using above-mentioned technical proposal, the soil block area more hard for some soil properties needs giant to fill the water, So that soil property is soft, then extracts pipe out by mud and extracted out, pipe is extracted out in mud by the way that upper housing, lower case are distinguished inlay card End, then upper-lower casing is connected by sealing element, to will enter surge bunker after mud is released from mud extraction pipe, and lead to Upper housing, the lower case of arch are crossed, so that being gentle confined space inside surge bunker, to slow down the fluctuation of water flow, is buffered Comb teeth does not influence the flowing of mud, and can hinder the flow velocity of mud, to slow down flow velocity, so that the speed of mud outflow Reduce with impulse force, so that mud to be slowly discharged to specified place from the sustained release seat outflow below lower case, prevents pollution week Collarette border.
Preferably, the sustained release seat includes the leak-off pipe for being connected to surge bunker, labyrinth is equipped in the leak-off pipe.
By using above-mentioned technical proposal, mud is slowed down in surge bunker, reduces certain impulse force, but release When there are still certain spouting velocity, by the camber on labyrinth, so that mud also is keeping subtracting at the last moment in outflow Speed, to further prevent injection and splash.
Preferably, the end of the leak-off pipe is equipped with supporting leg, the end of the supporting leg is equipped with sucker.
By using above-mentioned technical proposal, leak-off pipe generates movement, the supporting leg added when mud releases in order to prevent It prevents mud to be directly impinging ground, gives certain buffering, to reduce the movement of discharge device, sucker is further increased The fixation dynamics of discharge device and ground, has advanced optimized structure.
Preferably, the sealing element includes outwardly extending first attachment base of two straight flanges of upper housing, lower case two Outwardly extending second attachment base of straight flange is respectively separated equipped with several threaded connections on first attachment base, the second attachment base Hole.
By using above-mentioned technical proposal, the first attachment base and the second attachment base of extension increase upper housing, lower case Between contact area, and reinforce mutual attachment force by multiple threaded holes, structure optimized while operation readiness is convenient.
Preferably, the straight flange of first attachment base is equipped with raised line, the raised line edge with respect to the side of the second attachment base The straight flange length direction of first attachment base is arranged, and the straight flange of second attachment base is recessed with respect to the side of the first attachment base There is the recessed bar slot for raised line fitting insertion.
By using above-mentioned technical proposal, raised line and recessed bar slot increase connecing between the first attachment base and the second attachment base Contacting surface product, the design of grafting further enhances the leakproofness in buffering cabin each other, prevents internal sewage from connecting from buffering cabin Place's exudation, enhances structural stability and leakproofness.
Preferably, being removably connected with regulating part between half round cut described in two groups, the regulating part includes fitting semicircle Outer wall, the fitting mud of notch extract the inner wall outside pipe out, and the outer wall is extended with the limiting card of fitting upper housing, lower case Item.
By using above-mentioned technical proposal, when encountering the different mud of caliber and extracting pipe out, if the aerial drainage dress that replacement is whole It is larger to set infrastructure cost, applicability is weaker, of different sizes, the adjusting that can be suitble to according to pipe diameter selection for the regulating part added Part, two groups of limit strips on outer wall are bonded the two sides of half round cut respectively, are convenient for grafting, thus realize assembling, so that thus Improve applicability.
In conclusion the utility model has the following beneficial effects: by the upper housing of surge bunker, the connection of lower case, Convenient for carrying out inlay card to mud extraction pipeline outer wall, the flow velocity of mud is hindered, to slow down flow velocity, so that mud flows out Speed and impulse force reduce, thus slowly from below lower case sustained release seat outflow, mud is discharged to specified place, is prevented Pollute ambient enviroment.
Detailed description of the invention
Fig. 1 is the overall structure diagram of the present embodiment;
Fig. 2 is in the present embodiment for showing the schematic diagram of discharge device;
Fig. 3 is in the present embodiment for showing the schematic diagram of labyrinth arrangement;
Fig. 4 is in the present embodiment for showing the structural schematic diagram of the first attachment base;
Fig. 5 is in the present embodiment for showing the schematic diagram of regulating part structure.
Appended drawing reference: 1, tube body;11, mud extraction pipe;2, discharge device;21, surge bunker;22, upper housing;23, lower casing Body;231, comb teeth is buffered;25, half round cut;3, it is sustained seat;31, leak-off pipe;32, labyrinth;33, supporting leg;34, sucker;4, close Sealing;41, the first attachment base;42, the second attachment base;43, threaded connection hole;44, raised line;45, recessed bar slot;5, regulating part;51, Outer wall;52, inner wall;53, strip is limited.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
Embodiment: a kind of underground pipeline construction conduit jacking, as shown in Figure 1 and Figure 2, including tube body 1,1 bottom of tube body extend There is mud to extract pipe 11 out, mud extraction 11 end of pipe is fixed with discharge device 2, and discharge device 2 includes surge bunker 21, surge bunker 21 Including be oppositely arranged upper housing 22, lower case 23, upper housing 22, the cross section of lower case 23 are domed, upper housing 22, lower casing The inner wall of body 23 is equipped with several buffering comb teeth 231 (referring to Fig. 4), upper housing 22, lower case 23 opposite straight edges equipped with sealing element 4, upper housing 22, lower case 23 close mud extraction pipe 11 side be respectively equipped with half round cut 25,23 bottom of lower case is set There is the sustained release seat 3 released for mud.The soil block area more hard for some soil properties, needs giant to fill the water, so that native Matter is soft, then extracts pipe 11 out by mud and extracted out, extracts pipe out in mud by the way that upper housing 22, lower case 23 are distinguished inlay card 11 end, then connected upper-lower casing 23 by sealing element 4, to will enter slow after mud is released from mud extraction pipe 11 Storehouse 21 is rushed, by the upper housing 22 of arch, lower case 23, so that being gentle confined space inside surge bunker 21, to slow down The fluctuation of water flow, buffering comb teeth 231 does not influence the flowing of mud, and can hinder the flow velocity of mud, thus slow down flow velocity, So that the speed and impulse force of mud outflow reduce, to slowly be flowed out from the sustained release seat 3 of 23 lower section of lower case, mud is discharged to Specified place prevents pollution ambient enviroment.
As shown in Fig. 2, sustained release seat 3 includes the leak-off pipe 31 of connection surge bunker 21, (the reference of labyrinth 32 is equipped in leak-off pipe 31 Fig. 3).The end of leak-off pipe 31 is equipped with supporting leg 33, and the end of supporting leg 33 is equipped with sucker 34.Mud carries out in surge bunker 21 Slow down, there are still certain spouting velocities when reducing certain impulse force, but releasing, by the camber on labyrinth 32, to make It obtains mud also keeping slowing down at the last moment in outflow, leak-off pipe 31 generates movement when mud releases in order to prevent, supports Leg 33 prevents mud to be directly impinging ground, gives certain buffering, so that the movement of discharge device 2 is reduced, sucker 34 into one Step increases the fixation dynamics of discharge device 2 Yu ground.
As shown in Figure 2, Figure 4 shows, it is connect because upper housing 22 is assembling with lower case 23, there are sealing problem, sealing elements 4 Including outwardly extending first attachment base 41 of 22 two straight flanges of upper housing, outwardly extending second connection of 23 two straight flanges of lower case Seat 42 is respectively separated equipped with several threaded connection holes 43 on first attachment base 41, the second attachment base 42.The first attachment base extended 41 and second attachment base 42 increase the contact area between upper housing 22, lower case 23, and reinforce that by multiple threaded holes This attachment force.The straight flange of first attachment base 41 is equipped with raised line 44 with respect to the side of the second attachment base 42, and raised line 44 connects along first The straight flange length direction of joint chair 41 is arranged, and the straight flange of the second attachment base 42 has confession with respect to the side recess of the first attachment base 41 The recessed bar slot 45 of the fitting insertion of raised line 44.Raised line 44 and recessed bar slot 45 increase between the first attachment base 41 and the second attachment base 42 Contact area, the design of grafting further enhances the leakproofness in buffering cabin each other, prevents internal sewage from buffering cabin Junction exudation, enhances structural stability and leakproofness.
As shown in Figure 1, shown in Figure 5, when encountering the different mud of caliber and extracting pipe 11 out, if 2 knot of discharge device that replacement is whole This is larger for composition, and applicability is weaker, and regulating part 5 is removably connected between two groups of half round cut 25, and regulating part 5 includes fitting semicircle Outer wall 51, the fitting mud of notch 25 extract the inner wall 52 outside pipe 11 out, and outer wall 51 is extended with fitting upper housing 22, lower case 23 Limit strip 53.Regulating part 5 it is of different sizes, can choose suitable regulating part 5 according to pipe diameter, two groups on outer wall 51 Limit strip 53 is bonded the two sides of half round cut 25 respectively, is convenient for grafting, so that assembling is realized, so as to improve applicability.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability Field technique personnel can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but As long as all by the protection of Patent Law in the scope of the claims of the utility model.

Claims (6)

1. a kind of underground pipeline construction conduit jacking, including tube body (1), tube body (1) bottom is extended with mud extraction pipe (11), it is characterised in that: described mud extraction pipe (11) end is fixed with discharge device (2), and the discharge device (2) includes slow Rush storehouse (21), the surge bunker (21) includes the upper housing (22) being oppositely arranged, lower case (23), the upper housing (22), under The cross section of shell (23) is domed, the upper housing (22), lower case (23) inner wall be equipped with several buffering comb teeth (231), The upper housing (22), lower case (23) opposite straight edges be equipped with sealing element (4), the upper housing (22), lower case (23) Side close to mud extraction pipe (11) is respectively equipped with half round cut (25), and lower case (23) bottom is equipped with releases for mud Sustained release seat (3).
2. a kind of underground pipeline construction conduit jacking according to claim 1, it is characterised in that: sustained release seat (3) packet The leak-off pipe (31) of connection surge bunker (21) is included, is equipped with labyrinth (32) in the leak-off pipe (31).
3. a kind of underground pipeline construction conduit jacking according to claim 2, it is characterised in that: the leak-off pipe (31) End is equipped with supporting leg (33), and the end of the supporting leg (33) is equipped with sucker (34).
4. a kind of underground pipeline construction conduit jacking according to claim 1, it is characterised in that: sealing element (4) packet Include (23) two outwardly extending first attachment base (41) of (22) two straight flanges of upper housing, lower case straight flanges outwardly extending second Attachment base (42) is respectively separated equipped with several threaded connection holes (43) on first attachment base (41), the second attachment base (42).
5. a kind of underground pipeline construction conduit jacking according to claim 4, it is characterised in that: first attachment base (41) straight flange is equipped with raised line (44) with respect to the side of the second attachment base (42), and the raised line (44) is along the first attachment base (41) The straight flange of the setting of straight flange length direction, second attachment base (42) has confession with respect to the side recess of the first attachment base (41) The recessed bar slot (45) of raised line (44) fitting insertion.
6. a kind of underground pipeline construction conduit jacking according to claim 5, it is characterised in that: half round cut described in two groups (25) it is removably connected between regulating part (5), the regulating part (5) includes the outer wall (51) of fitting half round cut (25), fitting The external inner wall (52) of mud extraction pipe (11), the outer wall (51) are extended with the limit of fitting upper housing (22), lower case (23) Position strip (53).
CN201820853064.XU 2018-06-01 2018-06-01 A kind of underground pipeline construction conduit jacking Expired - Fee Related CN208579028U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820853064.XU CN208579028U (en) 2018-06-01 2018-06-01 A kind of underground pipeline construction conduit jacking

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820853064.XU CN208579028U (en) 2018-06-01 2018-06-01 A kind of underground pipeline construction conduit jacking

Publications (1)

Publication Number Publication Date
CN208579028U true CN208579028U (en) 2019-03-05

Family

ID=65506798

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820853064.XU Expired - Fee Related CN208579028U (en) 2018-06-01 2018-06-01 A kind of underground pipeline construction conduit jacking

Country Status (1)

Country Link
CN (1) CN208579028U (en)

Similar Documents

Publication Publication Date Title
CN202969415U (en) Multifunctional assembled comprehensive pipe gallery
CN205896550U (en) Two -way plugging device of pipeline
CN105697034A (en) Grouting system and grouting method used for composite lining structure backfill and grouting
CN107542107A (en) The dome type piping lane built using the pavement underground space
CN205617426U (en) Cast -in -place bottom plate of utility tunnel and prefabricated outer panel connection structure
CN106337436A (en) Rectangular concrete comprehensive pipe gallery prefabricated pipe sections and machining method
CN105781613A (en) Local dynamic dry-type waste water pump house for large-scale shield tunnel
CN205259201U (en) Device is arranged in accuse of tunnel groundwater
CN208579028U (en) A kind of underground pipeline construction conduit jacking
CN205477664U (en) Twin side heading method undercut tunnel utility tunnel
CN106759485A (en) A kind of prefabricated piping lane of two-piece unit formula and installation method
CN205400736U (en) CRD undercut tunnel utility tunnel
CN205296347U (en) Arrangement structure that utility tunnel internal drain pipe said
CN209975621U (en) Open caisson formula water hammer protective equipment
CN209457975U (en) Waterworks for firefighting in a kind of mountain highway Tunnel
CN208749398U (en) A kind of tapping equipment of coal mine overlying rock water
CN106337437A (en) Prefabricated Deformation Joint Pipe Joint and Prefabricated Composite Pipe Gallery
CN208651834U (en) A kind of pre-buried water accumulator drainage arrangement with expansion junction block
CN206784322U (en) A kind of reservoir exhaust apparatus
CN215528218U (en) Tooth formula meets prefabricated component box of water inflation sealing rod protection
CN206128117U (en) Prefabricated section of jurisdiction of rectangle concrete utility tunnel
CN205477669U (en) A slip casting system that is used for combined type lining cutting structure to backfill slip casting behind one's back
CN104264642A (en) Drainage tunnel and drainage method for ditch water treatment
CN209891255U (en) Structure for preventing underground building structure from extending and connecting part from leaking
CN212053086U (en) Return-shaped rainwater inverted siphon pipeline structure

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20190305

Termination date: 20200601