CN112962665B - Pipe gallery connecting structure and construction method thereof - Google Patents
Pipe gallery connecting structure and construction method thereof Download PDFInfo
- Publication number
- CN112962665B CN112962665B CN202110168792.3A CN202110168792A CN112962665B CN 112962665 B CN112962665 B CN 112962665B CN 202110168792 A CN202110168792 A CN 202110168792A CN 112962665 B CN112962665 B CN 112962665B
- Authority
- CN
- China
- Prior art keywords
- filling
- block
- waterproof
- fixing
- lifting
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/10—Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/16—Arrangement or construction of joints in foundation structures
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Chemical & Material Sciences (AREA)
- Oil, Petroleum & Natural Gas (AREA)
- Sewage (AREA)
- Revetment (AREA)
Abstract
The utility model relates to a piping lane connection structure and construction method thereof, piping lane connection structure includes corridor section, base, company's board, spud pile and closely knit spare, even the board inlays to be established on the base, one even the board corresponds the setting with two spud piles at least, spud pile fixed connection is on even the board and upwards stretches out the base, one even the board corresponds the setting with two corridor sections, it is provided with the fixed slot to run through on the link bottom plate of corridor section, the spud pile top inserts in the fixed slot, form between the vertical perisporium of fixed slot cell wall and spud pile and fill the chamber, closely knit spare is filled in filling the chamber. This application is realized good waterproof performance between the corridor section and is simultaneously, still makes firm the connection between the corridor section.
Description
Technical Field
The application relates to the field of pipe galleries, in particular to a pipe gallery connecting structure and a construction method thereof.
Background
A pipe gallery, namely a corridor of pipelines, is a main place for intensively laying large-scale equipment pipelines; the pipe gallery is widely applied to chemical industry and related factories, the pipe gallery is usually arranged along the device or outside the factory building, is generally arranged in the air and supported by a support, and a few pipe galleries are also arranged underground; the pipe gallery is generally divided into one section of gallery section, and then the gallery section is sequentially connected end to form the pipe gallery.
Application number is CN 202020521185.1's chinese patent, discloses a municipal administration utility tunnel's waterproof construction, involves the municipal administration piping lane field, including first piping lane and second piping lane, one side that first piping lane and second piping lane are close to each other is fixed mounting respectively has first piping lane connecting piece and second piping lane connecting piece, is connected with the sealed outer loop of rubber and the sealed inner ring of rubber between first piping lane connecting piece and the second piping lane connecting piece.
With respect to the related art in the above, the inventors consider; the piping lane is in the connection process, and in addition to satisfying waterproof performance, the joint strength of piping lane connection side is also very important.
Disclosure of Invention
In order to realize good waterproof performance between the corridor section, make firm the connection between the corridor section, this application provides a piping lane connection structure and construction method.
In a first aspect, the present application provides a piping lane connection structure, which adopts the following technical scheme:
the utility model provides a piping lane connection structure, includes corridor section, base, even board, spud pile and closely knit, even the board inlays to be established on the base, one even the board corresponds the setting with two spud piles at least, spud pile fixed connection is even on the board and upwards stretches out the base, one even the board corresponds the setting with two corridor sections, it is provided with the fixed slot to run through on the link bottom plate of corridor section, during the spud pile top inserted the fixed slot, form between the vertical perisporium of fixed slot cell wall and spud pile and fill the chamber, closely knit packs in filling the chamber.
Through taking above-mentioned technical scheme, the base is as supporting the base member, for the corridor section provides the base member of sitting, and the link plate then is in the same place two corridor sections pre-connection, then the space of solid between with fixed slot and spud pile fills to can realize the sealed firm connection between spud pile and the fixed slot cell wall, thereby use spud pile and link plate as the medium, can be in the same place two corridor sections firmly sealing connection.
Optionally, the compact piece includes a waterproof filler, a compaction layer and a filling layer, the waterproof filler is laid on the upper surface of the bottom plate on the connecting side of the two gallery sections, the side wall of the waterproof filler opposite to the filling cavity is inserted into the filling cavity along the shape of the wall of the filling cavity, the filling layer is filled between the waterproof filler and the wall of the filling cavity, and the compaction layer is filled in the position of the filling cavity on the upper surface of the waterproof filler.
Through adopting above-mentioned technical scheme, the filling layer can carry out the shutoff with filling the sealed between chamber cell wall and the waterproof shim, with the waterproof shim adhesion on filling the chamber cell wall simultaneously, then the compaction layer is filled in the filling chamber in waterproof shim top, can firmly inlay the waterproof shim and establish in filling the chamber, thereby waterproof shim can fully cover the gap between filling chamber cell wall and the spud pile, play good water-proof effects, waterproof shim, the further connection between two corridor sections can be realized to filling layer and compaction layer simultaneously.
Optionally, a shaping pressing plate is inserted into the wall of the filling cavity, the shaping pressing plate extends along the vertical groove wall of the filling cavity, the waterproof gasket is located between the positioning pressing plate and the groove wall of the filling cavity, and the compaction layer is located on one side of the positioning pressing plate, which is far away from the waterproof gasket.
Through adopting above-mentioned technical scheme, the design clamp plate can further promote waterproof shim to extend along the cell wall of filling the chamber, can make the filling layer fill up the gap between filling chamber cell wall and the waterproof shim better, improves water-proof effects.
In a second aspect, the application provides a construction method for a pipe gallery connection structure, which adopts the following technical scheme:
a construction method of a pipe gallery connecting structure comprises the following steps:
s1: piling up the base by using concrete, and embedding the connecting plate in the base so that the fixing pile extends out of the base;
s2: after the base is solidified, moving the gallery sections to the connecting plate, enabling the fixing piles to penetrate through the fixing grooves, and aligning the connecting ends of the two gallery sections;
s3: filling filler is added between the fixing groove and the fixing pile, before the filling filler is solidified, a waterproof filling sheet is laid on the upper surface of the bottom plate on the connecting side of the two gallery sections, and a sizing pressing plate is placed in the fixing groove by using a compacting device, so that the waterproof filling sheet is pressed into the fixing groove by the sizing pressing plate, and meanwhile, the waterproof filling sheet extends along the wall of the fixing groove;
s4: and adding the compacted filler into the fixing groove, filling the compacted filler into one side of the shaping pressing plate, which is far away from the waterproof filling sheet, and forming a filling layer and a compacted layer after the filled filler and the compacted filler are solidified.
Through taking above-mentioned technical scheme, put into the fixed slot with filling filler, lay waterproof shim in two corridor sections after, utilize closely knit device to hit and beat the design clamp plate, make the waterproof shim of design clamp plate extrusion, not only can make filling filler fully flow to fill the gap between chamber and the waterproof shim, make waterproof shim can extend along filling chamber cell wall moreover, fill the compaction filler and form the compact bed after, can make waterproof shim, compact bed and filling bed fully fill up the gap between spud pile and the filling chamber cell wall.
Optionally, closely knit device includes frame, travelling wheel, lifting seat, locating piece and tamping block, the travelling wheel rotates and sets up in the frame bottom, still be provided with in the frame and be used for restricting the rolling brake spare of travelling wheel, the lifting seat slides along vertical direction and sets up in the frame, be provided with the lifting component that the drive lifting seat slided in the frame, the locating piece sets up in the lifting seat bottom, the locating piece is located the fixed slot both sides, the bottom of locating piece is rotated and is provided with the rotor, the tamping block slides along vertical direction and sets up in the lifting seat bottom, the tamping block is relative with the fixed slot, be provided with the subassembly of ordering about that the drive tamping block slided on the lifting seat.
By adopting the technical scheme, the lifting piece enables the positioning block to drive the rotary roller to press the waterproof gasket in advance, so that the random movement of the waterproof gasket can be reduced when the shaping pressing plate is placed; order about the subassembly and drive the tamping block and slide along setting up the reciprocal of direction, can make the tamping block constantly hit and beat the design clamp plate to make the design clamp plate support waterproof shim to paste and fill the chamber cell wall extension gradually, and, because it is waterproof shim that the roller pushes down in this application, consequently certain removal that the removal can take place for waterproof shim, thereby can constantly supply waterproof shim to filling in the chamber, make waterproof shim have enough area to extend along filling the chamber wall.
Optionally, the actuating assembly includes an eccentric turntable, a push-pull rod, a regulating block and a regulating part, an actuating chamber is arranged in the lifting seat, the eccentric turntable is rotatably arranged on the wall of the actuating chamber, a third driving device for driving the eccentric turntable to rotate is arranged on the lifting seat, the regulating block is arranged on the side wall of the eccentric turntable in a sliding manner along the radial direction of the eccentric turntable, the regulating part is arranged on the eccentric turntable and used for driving the regulating block to slide, one end of the push-pull rod is hinged to the regulating block, and the other end of the push-pull rod is hinged to the tamping block.
By adopting the technical scheme, the eccentric turntable drives the push-pull rod to eccentrically rotate, so that the push-pull rod drives the tamping block to basically reciprocate, and the shaping pressing plate can be smoothly beaten; meanwhile, the adjusting piece can drive the adjusting block to move to a position far away from the circle center of the eccentric turntable along the eccentric turntable, so that the lowest point of the movement of the tamping block driven by the push-pull rod gradually becomes lower, and the tamping block smoothly pushes the shaping pressing plate downwards into the filling cavity.
Optionally, the adjusting part comprises an adjusting screw and a linkage block, an adjusting chute is formed in the eccentric turntable, the linkage block is arranged on the wall of the adjusting chute in a sliding mode, the adjusting screw is arranged on the wall of the adjusting chute in a rotating mode, a first driving device for driving the adjusting screw to rotate is arranged on the eccentric turntable, the linkage block is in threaded connection with the adjusting screw, and the linkage block is fixedly connected with the adjusting block.
Through adopting above-mentioned technical scheme, the linkage piece receives the spacing of regulating block, and the linkage piece can only slide along eccentric carousel's radial to when adjusting screw rotated, take place the screw thread rotation between adjusting screw and the linkage piece, thereby the linkage piece can rely on the screw thread of self to feed and drive the regulating block and remove.
Optionally, the lifting piece includes lifting screw, elevator and guide bar, lifting screw rotates and sets up in the frame, the guide bar sets up in the frame, the lift seat slides along vertical direction and sets up on the guide bar, elevator and lifting screw threaded connection, be provided with the second drive arrangement that drive lifting screw slided in the frame, lift seat and elevator fixed connection.
Through adopting above-mentioned technical scheme, under the guide effect of guide bar, the lift seat can only slide along vertical direction to when the lifting screw rod rotates, take place the screw thread rotation between elevator and the bible screw rod, the elevator can drive the lift seat and slide along vertical direction.
Optionally, the brake spare includes that the brake supports the piece and feeds the ring, the frame bottom is provided with the landing leg, the travelling wheel rotates and sets up in the landing leg bottom, feed ring threaded connection on the landing leg, the brake supports the piece setting and is feeding the ring bottom, the brake supports the piece and is located travelling wheel week side.
Through adopting above-mentioned technical scheme, feed the ring and screw thread rotation on the landing leg, can drive the brake and support the piece and slide on vertical direction to utilize the frictional force between brake and support the piece and the ground, can play the brake effect.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the two gallery sections are pre-connected together by the connecting plates and the fixing piles, and then the space between the fixing grooves and the fixing piles is filled by the dense parts, so that the two gallery sections can be firmly and hermetically connected together by taking the fixing piles and the connecting plates as media;
2. according to the waterproof filler, the compaction layer and the filling layer are utilized, and the waterproof filler is embedded in the fixing groove, so that firm connection between the gallery sections is realized, and the waterproof filler covers all gaps between the bottom plates of the two gallery sections, so that the joint of the bottom plates of the two gallery sections has a good waterproof effect;
3. the application provides a closely knit device can fill in the packing chamber that spud pile and fixed slot cell wall formed with waterproof shim.
Drawings
Fig. 1 is a cross-sectional view of a tube lane connection in an embodiment of the present application.
Fig. 2 is an enlarged view at a in fig. 1.
FIG. 3 is a schematic view of the structure of the compacting apparatus in the embodiment of the present application.
FIG. 4 is a top view of a compacting apparatus according to an embodiment of the present application.
Fig. 5 is a sectional view taken along line B-B of fig. 4.
FIG. 6 is a schematic diagram of an actuating assembly according to the present application.
Fig. 7 is an enlarged view at C in fig. 3.
Fig. 8 is a partial sectional view for embodying the construction process in the embodiment of the present application.
Fig. 9 is a sectional view for embodying the construction process in the embodiment of the present application.
Fig. 10 is an enlarged view at D in fig. 9.
Description of reference numerals: 1. a corridor section; 11. a base; 12. fixing grooves; 13. filling the cavity; 2. connecting plates; 21. fixing the pile; 3. compacting the piece; 31. waterproof filling pieces; 32. compacting the layer; 33. a filling layer; 34. shaping and pressing the plate; 4. compacting the device; 41. a frame; 411. a horizontal top frame; 412. a vertical side frame; 42. a traveling wheel; 43. a lifting seat; 431. an actuating chamber; 432. a guide chute; 433. a yielding chute; 434. a slide plate; 435. a third driving device; 44. positioning blocks; 441. rotating the roller; 45. tamping blocks; 46. a support leg; 5. a braking member; 51. a brake resisting block; 52. a feed ring; 6. an actuating assembly; 61. an eccentric turntable; 611. adjusting the sliding chute; 62. a push-pull rod; 63. an adjusting block; 64. an adjustment member; 641. adjusting the screw rod; 642. a linkage block; 643. a first driving device; 7. a lifting member; 71. a lifting screw; 72. a lifting block; 73. a guide bar; 74. a second driving device.
Detailed Description
The present application is described in further detail below with reference to figures 1-10.
The embodiment of the application discloses piping lane connection structure.
As shown in fig. 1 and 2, a pipe gallery connecting structure comprises a gallery section 1, a base 11, connecting plates 2, fixing piles 21 and a compact part 3, wherein the base 11 is a concrete pile formed by stacking concrete, the connecting plates 2 are embedded in the base 11, one connecting plate 2 is at least arranged corresponding to two fixing piles 21, the number of the fixing piles 21 is two, the two fixing piles 21 are fixedly connected to the connecting plate 2 and extend upwards out of the base 11, the two fixing piles 21 are opposite to each other along the connecting direction of a pipe gallery, and the connecting plate 2 is arranged corresponding to the two gallery sections 1; run through on the link bottom plate of corridor section 1 and be provided with fixed slot 12, during the fixed slot 12 was inserted on the 21 top of spud pile, the 21 top of spud pile in this embodiment flushed with the bottom plate upper surface of corridor section 1, formed between the vertical perisporium of fixed slot 12 cell wall and spud pile 21 and filled chamber 13, closely knit 3 is filled in filling chamber 13. The density member 3 thus fixes the anchor studs 21 in the fixing grooves 12 and at the same time a sealing connection between the fixing grooves 12 and the anchor studs 21 is achieved, so that the bottom plates of the two porch sections 1 can be sealingly and firmly connected together by means of the tie plate 2.
As shown in fig. 1 and 2, the compact 3 comprises a waterproof gasket 31, a compacted layer 32 and a filling layer 33, wherein the waterproof gasket 31 is a waterproof coiled material, the waterproof gasket 31 in the embodiment is laid on the upper surface of the bottom plate on the connecting side of the two gallery sections 1, the side wall of the waterproof gasket 31 opposite to the filling cavity 13 is inserted in the filling cavity 13 along the shape of the groove wall of the filling cavity 13, and meanwhile, one end of the waterproof gasket 31 close to the vertical side wall of the gallery section 1 extends upwards along the vertical side wall of the gallery section 1; the filling layer 33 is filled between the waterproof filling sheet 31 and the wall of the filling cavity 13; and a shaping pressing plate 34 is inserted on the wall of the filling cavity 13, the shaping pressing plate 34 is rectangular frame-shaped, the shaping pressing plate 34 presses the waterproof gasket 31 along the shape of the fixing pile 21 and the groove wall of the fixing groove 12, and the compacted layer 32 is filled on one side of the filling cavity 13, which is positioned on the shaping pressing plate 34 and is far away from the waterproof gasket.
Thereby design clamp plate 34 impels waterproof shim 31 to pass through filling layer 33 adhesion on spud pile 21 lateral wall and fixed slot 12 cell wall, and the compaction layer 32 compresses tightly waterproof shim 31 in filling chamber 13 simultaneously, and then spud pile 21 and fixed slot 12 cell wall are linked together, and waterproof shim 31 is dead with the relevant gap seal of corridor section 1 bottom plate connection side moreover, can obtain good waterproof sealing effect.
The embodiment of the application also discloses a compacting device.
As shown in fig. 3 and 4, the compacting device 4 includes a frame 41, traveling wheels 42, a lifting seat 43, a positioning block 44 and a tamping block 45, the frame 41 includes a horizontal top frame 411 and two vertical side frames 412 integrally connected to an end wall of the horizontal top frame 411, the traveling wheels 42 are rotatably disposed at bottom ends of the vertical side frames 412, each vertical side frame 412 has two traveling wheels 42, and the vertical side frames 412 are further provided with brakes 5 for limiting the traveling wheels 42 from rolling. The lifting seat 43 is arranged on the lower surface of the horizontal top frame 411 in a sliding manner along the vertical direction, the lifting member 7 for driving the lifting seat 43 to slide is arranged on the horizontal top frame 411, the positioning blocks 44 are arranged at the bottom end of the lifting seat 43, three positioning blocks 44 are arranged on the lower surface of the lifting seat 43 in the embodiment, and the bottom end of each positioning block 44 is rotatably provided with a rotating roller 441; tamping block 45 slides along vertical direction and sets up in lift seat 43 bottom, and tamping block 45 has two, and every tamping block 45 is located between two adjacent locating pieces 44, is provided with the subassembly 6 of driving that drives that tamping block 45 slided on the lift seat 43, and closely knit device 4 is arranged in inserting the packing chamber 13 with design clamp plate 34.
After putting into the packing chamber 13 with design clamp plate 34 tentatively, in the work of closely knit device 4, at first remove frame 41 to the connection side of two corridor sections 1 through travelling wheel 42, make tamping block 45 relative with design clamp plate 34, then start lifting unit 7, make lift seat 43 move down, locating piece 44 drives and changes roller 441 and push down the waterproof shim 31 of corridor section 1 bottom plate upper surface, then start and order about subassembly 6, make tamping block 45 constantly hit and beat design clamp plate 34, make design clamp plate 34 support waterproof shim 31 insert corresponding packing chamber 13 can.
As shown in fig. 5, the lifting member 7 includes a lifting screw 71, a lifting block 72 and a guide rod 73, the lifting screw 71 is rotatably disposed on a horizontal top frame 411, a second driving device 74 for driving the lifting screw 71 to rotate is mounted on the upper surface of the horizontal top frame 411, and the second driving device 74 in this embodiment is a driving motor; an actuation cavity 431 is arranged in the lifting seat 43, an abdicating sliding groove 433 is arranged on the upper surface of the lifting seat 43, the bottom end of the lifting screw rod 71 extends into the actuation cavity 431 through the abdicating sliding groove 433, and the peripheral wall of the lifting screw rod 71 is in threaded connection with the groove wall of the abdicating sliding groove 433; the upper surface of the lifting seat 43 is also provided with a guide sliding chute 432 in a penetrating way, the top end of the guide rod 73 is fixedly connected to the lower surface of the horizontal top frame 411, the guide rod 73 extends into the driving cavity 431 through the guide sliding chute 432, and the guide rod 73 and the groove wall of the guide sliding chute 432 slide in the vertical direction; the lifting block 72 is in threaded connection with the lifting screw 71, and the upper surface of the lifting seat 43 is fixedly connected with the lifting block 72. The second driving device 74 is thus activated to rotate the lifting screw 71, and the lifting block 72 drives the lifting base 43 to lift by virtue of the threaded connection with the lifting screw 71 under the guiding action of the guiding rod 73.
As shown in fig. 5 and 6, the actuating assembly 6 includes an eccentric rotary disk 61, a push-pull rod 62, an adjusting block 63 and an adjusting member 64, the eccentric rotary disk 61 corresponds to the tamping block 45 one by one and is rotatably disposed on a wall of the actuating cavity 431, a third driving device 435 is further mounted on the wall of the actuating cavity 431, the third driving device 435 in this embodiment is a driving motor, a driving end of the third driving device 435 is fixedly connected to a center of the eccentric rotary disk 61, the adjusting block 63 is slidably disposed on a side wall of the eccentric rotary disk 61 away from the third driving device 435 along a radial direction of the eccentric rotary disk 61, the adjusting member 64 is disposed on the eccentric rotary disk 61 and is used for driving the adjusting block 63 to slidably move, one end of the push-pull rod 62 is hinged to the adjusting block 63, and the other end of the push-pull rod 62 extends out of a lower surface of the lifting seat 43 and is hinged to the tamping block 45. Starting the third driving device 435, the eccentric turntable 61 drives the push-pull rod 62 to eccentrically move, so that the push-pull rod 62 can drive the tamping blocks 45 to reciprocate; at the same time, the adjusting piece 64 moves the adjusting block 63 in a direction away from the center of the eccentric rotary disk 61, so that the lowest moving point of the tamping block 45 is gradually downward, and the shaping platen 34 can be inserted into the filling cavity 13.
As shown in fig. 6, the adjusting member 64 includes an adjusting screw 641 and a linkage block 642, an adjusting sliding groove 611 is formed in a side wall of the eccentric rotary disk 61 away from the third driving device 435, the linkage block 642 is slidably disposed on a groove wall of the adjusting sliding groove 611 along a radial direction of the eccentric rotary disk 61, the adjusting screw 641 is rotatably disposed on the groove wall of the adjusting sliding groove 611, the adjusting screw 641 is in threaded connection with the linkage block 642, a first driving device 643 for driving the adjusting screw 641 to rotate is disposed on the eccentric rotary disk 61, and the first driving device 643 is a driving motor. When the first driving device 643 is started, the adjusting screw 641 rotates, the linkage block 642 and the adjusting screw 641 perform screw feeding, and the linkage block 642 drives the adjusting block 63 to slide.
As shown in fig. 7, the brake member 5 in this embodiment of the present invention includes a brake block 51 and a feed ring 52, the bottom end of the vertical side frame 412 is provided with a supporting leg 46, the traveling wheel 42 is rotatably disposed at the bottom end of the supporting leg 46, the feed ring 52 is screwed on the supporting leg 46, the brake block 51 is disposed at the bottom end of the feed ring 52, and the brake block 51 is located on the periphery side of the traveling wheel 42. When the frame 41 is moved, the brake resisting block 51 is far away from the upper surface of the bottom plate of the corridor section 1, and when the frame 41 needs to be fixed, the feeding ring 52 is rotated, so that the brake resisting block 51 is only propped against the upper surface of the bottom plate of the corridor section 1.
The embodiment of the application also discloses a construction method of the pipe gallery connecting structure, which comprises the following steps:
as shown in fig. 8 and 9, the foundation 11 is piled up with concrete, and the tie sheet 2 is buried in the foundation 11 so that the fixing piles 21 protrude out of the foundation 11.
After the base 11 is set, the porch section 1 is hoisted to the link plate 2 so that the fixing piles 21 pass through the fixing grooves 12, both ends are seated on the base 11, and the coupling ends of the two porch sections 1 are aligned, as shown in fig. 9 and 10.
Filling filler is added between the fixing groove 12 and the fixing pile 21, the filling filler in the embodiment is concrete slurry, and then the waterproof filler 31 is paved on the upper surface of the bottom plate on the connecting side of the two gallery sections 1 before the filling filler is solidified.
Then, the frame 41 of the compacting device 4 is moved to the connecting side of the two gallery sections 1, so that the tamping block 45 is opposite to the shaping pressing plate 34, the brake abutting block 51 abuts against the gallery sections 1, then the second driving device 74 is started, the lifting seat 43 moves downwards, the positioning block 44 drives the rotating roller 441 to press the waterproof filling piece 31 on the upper surface of the bottom plate of the gallery section 1, then the first driving device 643 and the third driving device 435 are started, so that the tamping block 45 continuously strikes the shaping pressing plate 34, and the shaping pressing plate 34 abuts against the waterproof filling piece 31 and is inserted into the corresponding filling cavity 13. Meanwhile, reserving a part of waterproof gasket 31, so that the waterproof gasket 31 is upward along a distance along the vertical inner side wall of the corridor section 1;
and adding a compacted filler which is concrete slurry into the fixing groove 12, so that the compacted filler is filled on one side of the shaping pressing plate 34 far away from the waterproof filling sheet 31, and after the compacted filler and the filled filler are solidified, a filling layer 33 and a compacted layer 32 can be formed.
Finally, the side plates and the top plate of the corridor section 1 can be prevented from water through the installation of a water stop.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (6)
1. A piping lane connection structure which characterized in that: the novel filling device comprises corridor sections (1), a base (11), a connecting plate (2), fixing piles (21) and dense pieces (3), wherein the connecting plate (2) is embedded on the base (11), the connecting plate (2) is at least arranged corresponding to the two fixing piles (21), the fixing piles (21) are fixedly connected to the connecting plate (2) and extend upwards out of the base (11), the connecting plate (2) is arranged corresponding to the two corridor sections (1), a fixing groove (12) is arranged on a connecting end bottom plate of the corridor sections (1) in a penetrating mode, the top ends of the fixing piles (21) are inserted into the fixing groove (12), a filling cavity (13) is formed between the groove wall of the fixing groove (12) and the vertical peripheral wall of the fixing pile (21), and the dense pieces (3) are filled in the filling cavity (13);
the packing piece (3) comprises a waterproof gasket (31), a compaction layer (32) and a filling layer (33), the waterproof gasket (31) is laid on the upper surface of the bottom plate on the connecting side of the two gallery sections (1), the side wall of the waterproof gasket (31) opposite to the filling cavity (13) is inserted in the filling cavity (13) along the shape of the groove wall of the filling cavity (13), the filling layer (33) is filled between the waterproof gasket (31) and the cavity wall of the filling cavity (13), and the compaction layer (32) is filled at the position, located on the upper surface of the waterproof gasket (31), of the filling cavity (13);
a shaping pressure plate (34) is inserted into the cavity wall of the filling cavity (13), the shaping pressure plate (34) extends along the vertical groove wall shape of the filling cavity (13), the waterproof gasket (31) is positioned between the positioning pressure plate and the groove wall of the filling cavity (13), and the compaction layer (32) is positioned on one side of the positioning pressure plate, which is far away from the waterproof gasket (31);
the construction method of the pipe gallery connecting structure comprises the following steps:
s1: piling up the base (11) by using concrete, and burying the connecting plate (2) in the base (11) so that the fixing pile (21) extends out of the base (11);
s2: after the base (11) is solidified, moving the gallery sections (1) to the connecting plate (2) to enable the fixing piles (21) to penetrate through the fixing grooves (12), and aligning the connecting ends of the two gallery sections (1);
s3: filling filler is added between the fixing groove (12) and the fixing pile (21), before the filling filler is solidified, the waterproof filling sheet (31) is laid on the upper surface of the bottom plate on the connecting side of the two gallery sections (1), the sizing pressing plate (34) is placed into the fixing groove (12) by using the compacting device (4), so that the waterproof filling sheet (31) is pressed into the fixing groove (12) by the sizing pressing plate (34), and meanwhile, the waterproof filling sheet (31) extends along the groove wall of the fixing groove (12);
s4: adding a compaction filler into the fixing groove (12), filling the compaction filler into one side of the shaping pressing plate (34) far away from the waterproof filling sheet (31), and forming a filling layer (33) and a compaction layer (32) after the filling filler and the compaction filler are solidified;
the compacting device (4) comprises a frame (41), a travelling wheel (42), a lifting seat (43), a positioning block (44) and a tamping block (45), the travelling wheel (42) is rotatably arranged at the bottom end of the frame (41), the frame (41) is also provided with a brake piece (5) for limiting the travelling wheel (42) to roll, the lifting seat (43) is arranged on the frame (41) in a sliding way along the vertical direction, the frame (41) is provided with a lifting piece (7) for driving the lifting seat (43) to slide, the positioning blocks (44) are arranged at the bottom end of the lifting seat (43), the positioning blocks (44) are positioned at two sides of the fixing groove (12), the bottom end of the positioning block (44) is rotatably provided with a rotating roller (441), the tamping block (45) is arranged at the bottom end of the lifting seat (43) in a sliding manner along the vertical direction, the tamping block (45) is opposite to the fixing groove (12), and an actuating assembly (6) for driving the tamping block (45) to slide is arranged on the lifting seat (43).
2. A method of constructing a pipe gallery connection structure as claimed in claim 1, wherein: the method comprises the following steps:
s1: piling up the base (11) by using concrete, and burying the connecting plate (2) in the base (11) so that the fixing pile (21) extends out of the base (11);
s2: after the base (11) is solidified, moving the gallery sections (1) to the connecting plate (2) to enable the fixing piles (21) to penetrate through the fixing grooves (12), and aligning the connecting ends of the two gallery sections (1);
s3: filling filler is added between the fixing groove (12) and the fixing pile (21), before the filling filler is solidified, the waterproof filling sheet (31) is laid on the upper surface of the bottom plate on the connecting side of the two gallery sections (1), the sizing pressing plate (34) is placed into the fixing groove (12) by using the compacting device (4), so that the waterproof filling sheet (31) is pressed into the fixing groove (12) by the sizing pressing plate (34), and meanwhile, the waterproof filling sheet (31) extends along the groove wall of the fixing groove (12);
s4: and adding a compaction filler into the fixing groove (12), so that the compaction filler is filled in one side of the shaping pressing plate (34) far away from the waterproof filling sheet (31), and forming a filling layer (33) and a compaction layer (32) after the filling filler and the compaction filler are solidified.
3. A method of constructing a pipe gallery connection structure as claimed in claim 2, wherein: the driving assembly (6) comprises an eccentric turntable (61), a push-pull rod (62), an adjusting block (63) and an adjusting piece (64), a driving cavity (431) is arranged in the lifting seat (43), the eccentric turntable (61) is rotatably arranged on the wall of the driving cavity (431), a third driving device (435) for driving the eccentric turntable (61) to rotate is arranged on the lifting seat (43), the adjusting block (63) is arranged on the side wall of the eccentric turntable (61) in a sliding mode along the radial direction of the eccentric turntable (61), the adjusting piece (64) is arranged on the eccentric turntable (61) and used for driving the adjusting block (63) to slide, one end of the push-pull rod (62) is hinged to the adjusting block (63), and the other end of the push-pull rod (62) is hinged to the tamping block (45).
4. A method of constructing a pipe gallery connection structure as claimed in claim 3, wherein: the adjusting piece (64) comprises an adjusting screw rod (641) and a linkage block (642), an adjusting sliding groove (611) is formed in the eccentric turntable (61), the linkage block (642) is arranged on the groove wall of the adjusting sliding groove (611) in a sliding mode, the adjusting screw rod (641) is arranged on the groove wall of the adjusting sliding groove (611) in a rotating mode, a first driving device (643) for driving the adjusting screw rod (641) to rotate is arranged on the eccentric turntable (61), the linkage block (642) is in threaded connection with the adjusting screw rod (641), and the linkage block (642) is fixedly connected with the adjusting block (63).
5. A method of constructing a pipe gallery connection structure as claimed in claim 2, wherein: the lifting piece (7) comprises a lifting screw (71), a lifting block (72) and a guide rod (73), the lifting screw (71) is rotatably arranged on the rack (41), the guide rod (73) is arranged on the rack (41), the lifting seat (43) is slidably arranged on the guide rod (73) along the vertical direction, the lifting block (72) is in threaded connection with the lifting screw (71), a second driving device (74) for driving the lifting screw (71) to slide is arranged on the rack (41), and the lifting seat (43) is fixedly connected with the lifting block (72).
6. A method of constructing a pipe gallery connection structure as claimed in claim 2, wherein: brake spare (5) support piece (51) and feed ring (52) including the brake, frame (41) bottom is provided with landing leg (46), driving wheel (42) are rotated and are set up in landing leg (46) bottom, feed ring (52) threaded connection on landing leg (46), the brake supports piece (51) and sets up in feeding ring (52) bottom, the brake supports piece (51) and is located driving wheel (42) week side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110168792.3A CN112962665B (en) | 2021-02-07 | 2021-02-07 | Pipe gallery connecting structure and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110168792.3A CN112962665B (en) | 2021-02-07 | 2021-02-07 | Pipe gallery connecting structure and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN112962665A CN112962665A (en) | 2021-06-15 |
| CN112962665B true CN112962665B (en) | 2021-12-17 |
Family
ID=76275139
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110168792.3A Active CN112962665B (en) | 2021-02-07 | 2021-02-07 | Pipe gallery connecting structure and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112962665B (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1170094A (en) * | 1965-11-18 | 1969-11-12 | Gilbert Alix | Underground Gallery Made From Prefabricated Elements to Accommodate Vital Services such as Pipelines, Sewers, Cables and the like |
| CN205776342U (en) * | 2016-02-05 | 2016-12-07 | 青岛润国生态科技发展有限公司 | A kind of prefabricated pipe gallery tube coupling attachment structure |
| CN109083194A (en) * | 2018-09-06 | 2018-12-25 | 东北大学 | A kind of precast concrete pipe gallery junction extruding type close-up method |
| CN109853623A (en) * | 2019-03-05 | 2019-06-07 | 陕西添力实业有限公司 | Spliced waterproof piping lane and its foundation structure |
| CN109881705A (en) * | 2019-03-08 | 2019-06-14 | 东北大学 | A kind of prefabricated assembled concrete pipe gallery consolidates water-tight device and method |
| CN209194549U (en) * | 2018-10-24 | 2019-08-02 | 南京河川建设工程有限公司 | A kind of hydraulic pipeline trench backfill device |
-
2021
- 2021-02-07 CN CN202110168792.3A patent/CN112962665B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1170094A (en) * | 1965-11-18 | 1969-11-12 | Gilbert Alix | Underground Gallery Made From Prefabricated Elements to Accommodate Vital Services such as Pipelines, Sewers, Cables and the like |
| CN205776342U (en) * | 2016-02-05 | 2016-12-07 | 青岛润国生态科技发展有限公司 | A kind of prefabricated pipe gallery tube coupling attachment structure |
| CN109083194A (en) * | 2018-09-06 | 2018-12-25 | 东北大学 | A kind of precast concrete pipe gallery junction extruding type close-up method |
| CN209194549U (en) * | 2018-10-24 | 2019-08-02 | 南京河川建设工程有限公司 | A kind of hydraulic pipeline trench backfill device |
| CN109853623A (en) * | 2019-03-05 | 2019-06-07 | 陕西添力实业有限公司 | Spliced waterproof piping lane and its foundation structure |
| CN109881705A (en) * | 2019-03-08 | 2019-06-14 | 东北大学 | A kind of prefabricated assembled concrete pipe gallery consolidates water-tight device and method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN112962665A (en) | 2021-06-15 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109811750B (en) | Foundation rammer compactor convenient to adjustment route of marcing | |
| CN111321764B (en) | Underground continuous wall joint water stopping process and device thereof | |
| CN112962665B (en) | Pipe gallery connecting structure and construction method thereof | |
| CN112095389A (en) | Permeable pavement construction process | |
| CN113482054A (en) | Active press-in type vertical shaft construction system and method suitable for soft soil area | |
| JP3918461B2 (en) | Construction method for underwater foundation | |
| CN219157338U (en) | Road bed silt solidification seals filling device | |
| CN105317065B (en) | Synchronous slotting paving modeling all-in-one machine | |
| CN115012389A (en) | Tamping unit is backfilled to narrow pipeline slot | |
| CN205907669U (en) | Building composite foundation | |
| CN112962576B (en) | Deep foundation treatment method | |
| CN1073665C (en) | Arch structure constructing method | |
| CN113512988A (en) | Construction method for river course revetment | |
| CN217758694U (en) | A tamping unit for room is built and is backfilled construction | |
| CN212427237U (en) | Seepage-proofing lap joint structure for garbage filling mound field reservoir bottom and reservoir slope | |
| CN115559404B (en) | Construction equipment for flexible drainage system of high-fill slope engineering catwalk | |
| CN215057399U (en) | TBM originating guide platform structure | |
| CN219261134U (en) | Overlap joint extrusion nature prevention of seepage joint structure | |
| CN216892450U (en) | Vertical delayer supporting structure for backfilling foundation trench blind ditch of constructional engineering | |
| CN211079791U (en) | Be applied to device that wets that prevents of collapsible loess road bed | |
| CN207228092U (en) | Pipeline, which installs back, under roadbed fills out rammer compacter | |
| CN218235130U (en) | Construction structure for enhancing stability of ballast track in tunnel and providing walking platform | |
| CN218952241U (en) | Flexible soil retaining structure for overhanging part in fertilizer slot backfill | |
| CN220335909U (en) | Grouting device for construction of prestressed concrete piles | |
| CN114991080B (en) | Ecological slope protection structure and construction method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |