CN208579028U - A kind of underground pipeline construction conduit jacking - Google Patents
A kind of underground pipeline construction conduit jacking Download PDFInfo
- 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
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- China
- Prior art keywords
- lower case
- upper housing
- attachment base
- mud
- pipe
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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
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).
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) |
-
2018
- 2018-06-01 CN CN201820853064.XU patent/CN208579028U/en not_active Expired - Fee Related
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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 |