WO2019076055A1 - Interjack station-based box culvert jacking system having jacking frame assembly - Google Patents

Interjack station-based box culvert jacking system having jacking frame assembly Download PDF

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Publication number
WO2019076055A1
WO2019076055A1 PCT/CN2018/088424 CN2018088424W WO2019076055A1 WO 2019076055 A1 WO2019076055 A1 WO 2019076055A1 CN 2018088424 W CN2018088424 W CN 2018088424W WO 2019076055 A1 WO2019076055 A1 WO 2019076055A1
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WO
WIPO (PCT)
Prior art keywords
box culvert
pushing
section
box
push
Prior art date
Application number
PCT/CN2018/088424
Other languages
French (fr)
Chinese (zh)
Inventor
虞培忠
潘树杰
何军
王志涛
谢迅猷
蒋朕刚
边岩
Original Assignee
中国建筑工程(香港)有限公司
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 中国建筑工程(香港)有限公司 filed Critical 中国建筑工程(香港)有限公司
Publication of WO2019076055A1 publication Critical patent/WO2019076055A1/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F5/00Draining the sub-base, i.e. subgrade or ground-work, e.g. embankment of roads or of the ballastway of railways or draining-off road surface or ballastway drainage by trenches, culverts, or conduits or other specially adapted means
    • E01F5/005Culverts ; Head-structures for culverts, or for drainage-conduit outlets in slopes
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04Lining with building materials
    • E21D11/08Lining with building materials with preformed concrete slabs
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/005Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries by forcing prefabricated elements through the ground, e.g. by pushing lining from an access pit

Definitions

  • the present invention relates to the field of box culvert jacking tunnel propulsion technology, and in particular to a box culvert relay jacking system with a pusher frame assembly.
  • the prior art large-section box culvert top push method generally adopts a single-section box culvert to complete the pre-fabrication once and complete the top-pushing through the tunnel, which has at least the following defects:
  • the existing large section box culvert top push method is prefabricated once, that is, the complete single box culvert is completed by one time according to the length of the tunnel to be traversed, and the required space for the prefabricated space of the box culvert needs to be provided, therefore, Unable to meet the requirements of narrow construction sites;
  • the existing large-section box culvert pushing method completes the tunnel crossing once, and the size and weight of a complete box culvert completed by one prefabrication are large, so the mechanical equipment required by the jacking is provided.
  • the top thrust is large and the mechanical equipment used is relatively large.
  • the main purpose of the present application is to provide a box culvert relay jacking system with a pusher frame assembly, which aims to solve the problem that the box culvert pushing method cannot meet the requirements of a narrow construction site, and the mechanical equipment used is relatively large.
  • a box culvert relay jacking system with a pusher frame assembly is configured to push a box culvert top into a tunnel, including a working platform disposed adjacent to the tunnel entrance, and located on the working platform. At least two sections of the box culvert, the direction in which the box culvert is pushed into the tunnel is defined as a first direction, and the box culverts arranged in the second direction opposite to the first direction are respectively defined as a first section of the box culvert, ...
  • the first section of the box culvert and the second section of the box culvert are prefabricated first on the working platform, and the first section of the box culvert and the second section of the box culvert are both along the first
  • the third section of the box is prefabricated at the initial position of the second section of the box culvert, and after the first section of the box culvert to the n-1th section of the box culvert is advanced in the first direction, the nth section of the box culvert Prefabricating at an initial position of the second section of the box culvert, the box culvert relay pushing system further comprising at least one pushing device arranged to push the box culvert in front of the tunnel entrance, set to be second to first
  • the at least one tension device of the n-section box culvert being pulled in the first direction and configured to be partially or fully
  • At least one thrust device that is driven in the first direction by the box culvert entering the tunnel entrance, the tension device is connected between two adjacent
  • the working platform of the box culvert relay top pushing system with the push-pull frame assembly is arranged adjacent to the tunnel entrance, the box culvert is located on the working platform, the pushing device is arranged on the working platform and resists a box culvert, and the tension device is connected Between two adjacent box culverts, the thrust device is disposed between two adjacent box culverts, wherein the pushing device is arranged to push the box culvert to move in the first direction on the working platform; the tension device is set as a previous box The adhesion between the culvert and the pushing device connected to the box culvert is supported, and a section of the box culvert advances along the first direction after pulling; the thrust device is set to have the adhesion of the box culvert and the pushing device connected to the box culvert Support, push the front section of the box culvert in the first direction.
  • the box culvert relay pushing system with the pusher frame assembly of the present application pulls the prefabricated second to nth box culverts from the prefabricated area thereof to the pushing region of the pushing device by providing a set of independent tensioning devices, thereby The situation that the pushing region of the pushing device extends to the rear end of the prefabricated region of the second to nth box culverts is avoided, thereby shortening the length of the pushing region of the pushing device, reducing the equipment handling distance and construction work. And, compared with the traditional box culvert pushing method, the construction technology of one prefabrication and one top pushing is adopted.
  • the box culvert relay top pushing system with the pusher frame assembly is prefabricated and divided by the segment box culvert respectively.
  • the construction technology of the section box culvert advances in turn, the thrust provided by the required mechanical equipment is greatly reduced, the setting of mechanical equipment miniaturization is realized, and the technical requirements of the equipment are lowered, and the stability of the equipment is improved;
  • the working platform is recessed with at least one pushing groove
  • the box culvert relay pushing system further comprises at least one guiding cable assembly disposed on the opposite end walls of the pushing groove in the first direction
  • the pushing device comprises sleeved on At least one first jack of the cable assembly, and a pusher frame assembly connected between the first jack and the corresponding box culvert, the opposite side walls of the pushing groove are provided by the top pushing groove
  • the pushing direction of a jack plays a guiding role, avoiding the problem that the pushing device deviates from the preset pushing line during the pushing of the box culvert; the cable assembly is disposed in the pushing groove, and the cable assembly is avoided.
  • the obstruction effect on the movement of the box culvert minimizes the influence of the cable assembly on the movement of the box culvert; in addition, by placing the pusher frame assembly between the first jack and the corresponding box culvert During the pushing process of the pushing device, the locking force provided by the first jack is locked to the cable assembly, and the driving force provided by the first jack to the pushing frame assembly is applied to the box culvert. , push the box culvert forward.
  • the pusher frame assembly is partially received in the push-pull slot, and the portion of the push-pull frame assembly received in the push-pull slot is provided with at least one guide cable through hole, the cable assembly passes through the guide cable through hole, and the push-pull frame assembly is mounted.
  • the pusher frame assembly exposes a portion of the push-pull groove that is resisted or connected to the box culvert, and the guide cable through hole is disposed to pass through the guide cable assembly, and the push-pull frame assembly is mounted on the guide cable assembly, which is convenient for the push-pull assembly Installation and disassembly.
  • the box culvert relay jacking system with the pusher frame assembly of the present application may be set up in a box culvert construction with a large cross section and an oversized section, and the box shed which is advancedly supported and pushed into the box in the tunnel.
  • the culvert supports the soil at the top of the excavated tunnel, which can effectively control the settlement within the construction scope and meet the construction requirements for strictly controlling the ground subsidence.
  • conventional underground excavation is adopted. The risk of collapse of the construction hole is large, and a large amount of temporary support is required. Therefore, the box culvert relay push system of the present application greatly simplifies the support work while ensuring the construction quality and the safety of the tunnel, and saves the existing work.
  • the time and cost of installing tunnel spray anchor support and temporary steel structure support works.
  • the sectional box culvert pushing technology adopted by the box culvert relay jacking system of the present application greatly reduces the impact on the operation of the existing ground facilities.
  • the box culvert relay pushing system of the present application prefabricates the reinforced concrete structure such as the working platform and the box culvert before and during the excavation process, and does not need to start the structural construction after the tunnel excavation is completed, shortening
  • the overall construction period has outstanding economic benefits.
  • the box culvert relay pushing system of the present application adopts three different effects power driving equipments, such as a pushing device, a tension device and a thrust device, to realize pre-fabrication and pushing of the segment in a narrow space, and the technology can be appropriately set. For more diverse construction sites and a wider range of geological conditions, it has greater promotional value.
  • FIG. 1 is a schematic structural view of a perspective view of an embodiment of a box culvert relay jacking system with a push-pull frame assembly according to the present application;
  • Figure 2 is a partial enlarged view of a portion A in Figure 1;
  • FIG. 3 is a schematic structural view of a view of a box culvert in an embodiment of a box culvert relay jacking system with a pusher frame assembly according to the present application;
  • FIG. 4 is a schematic structural view of another perspective view of the box culvert shown in FIG. 3;
  • Figure 5 is a partial cross-sectional view of the box culvert relay jacking system shown in Figure 1;
  • FIG. 6 is a schematic structural view of another perspective view of the box culvert relay jacking system shown in FIG. 1;
  • Figure 7 is a partial enlarged view of B in Figure 6;
  • FIG. 8 is a schematic structural view of still another perspective of the box culvert relay jacking system shown in FIG. 1;
  • Figure 9 is a partial enlarged view of a portion C in Figure 8.
  • FIG. 10 is a partial assembly structural diagram of an embodiment of a box culvert relay jacking system with a push-pull frame assembly according to the present application;
  • Figure 11 is a partial enlarged view of the portion D in Figure 10;
  • Figure 12 is a schematic structural view of the pusher frame assembly shown in Figure 11;
  • FIG. 13 is a schematic structural view of a first jack in an embodiment of a box culvert relay jacking system with a push-pull frame assembly according to the present application;
  • FIG. 14 is a schematic structural view of a second jack connected to a connecting block in an embodiment of a box culvert relay jacking system with a push-pull frame assembly according to the present application;
  • FIG. 15 is a schematic structural view of a working platform in a starting well in a top view of the box culvert relay jacking system shown in FIG. 1;
  • Figure 16 is a first step of the working process of the box culvert relay jacking system with the push-pull frame assembly of the present application;
  • Figure 17 is a second step of the working process of the box culvert relay jacking system with the pusher frame assembly of the present application;
  • Figure 18 is a third step of the working process of the box culvert relay jacking system with the push-pull frame assembly of the present application;
  • Figure 19 is a fourth step of the working process of the box culvert relay jacking system with the push-pull frame assembly of the present application.
  • Figure 20 is a fifth step of the working process of the box culvert relay jacking system with the push-pull frame assembly of the present application;
  • 21 is a sixth step of the working process of the box culvert relay jacking system with the push-pull frame assembly of the present application;
  • Figure 22 is a seventh step of the working process of the box culvert relay jacking system with the push-pull frame assembly of the present application;
  • Figure 23 is a working process step 8 of the box culvert relay jacking system with the push-pull frame assembly of the present application;
  • Figure 24 is a step IX of the working process of the box culvert relay jacking system with the push-pull frame assembly of the present application;
  • Figure 25 is a step 10 of the working process of the box culvert relay jacking system with the pusher frame assembly of the present application;
  • Figure 26 is a step 11 of the working process of the box culvert relay jacking system with the pusher frame assembly of the present application.
  • first”, “second”, and the like in the present application are set for the purpose of description only, and are not to be construed as indicating or implying their relative importance or implicitly indicating the number of technical features indicated.
  • features defining “first” and “second” may include at least one of the features, either explicitly or implicitly.
  • the technical solutions between the various embodiments may be combined with each other, but must be based on the realization of those skilled in the art, and when the combination of the technical solutions is contradictory or impossible to implement, it should be considered that the combination of the technical solutions does not exist. Nor is it within the scope of protection required by this application.
  • fixed may be a fixed connection, or may be a detachable connection, or may be integrated; It may be a mechanical connection or an electrical connection; it may be directly connected or indirectly connected through an intermediate medium, and may be an internal connection of two elements or an interaction relationship of two elements unless explicitly defined otherwise.
  • fix may be a fixed connection, or may be a detachable connection, or may be integrated; It may be a mechanical connection or an electrical connection; it may be directly connected or indirectly connected through an intermediate medium, and may be an internal connection of two elements or an interaction relationship of two elements unless explicitly defined otherwise.
  • specific meanings of the above terms in the present application can be understood on a case-by-case basis.
  • the present application proposes a box culvert relay jacking system 100 having a pusher frame assembly 32.
  • a box culvert relay jacking system 100 having a pusher frame assembly 32 is configured to push the box culvert 20 into the tunnel 200, including adjacent to the tunnel entrance 210.
  • the first section of box culvert 201 and the second section of box culvert 202 are prefabricated first on the working platform 10, the first section of box culvert After the 201 and the second section of the box culvert 202 are both advanced in the first direction, the third section of the box culvert 203 is prefabricated at the initial position of the second section of the box culvert 202, to the first section of the box culvert 201 to the n-1th section of the box culvert After the 20th advances in the first direction, the nth section of the box culvert 20 is prefabricated at the initial position of the second section of the box culvert 202, and the box culvert relay jacking system 100 further includes a box culvert arranged to push the front of the tunnel entrance 210.
  • At least one pushing device 30 of 20 at least one pulling device arranged to pull the second to nth segment of the box culvert 20 in the first direction 40 and at least one thrust device 50 arranged to push the box culvert 20 partially or completely into the tunnel entrance 210 in the first direction, the tension device 40 is connected between two adjacent box culverts 20, and the thrust device 50 is disposed at two Between the adjacent box culverts 20; the working platform 10 is recessed with at least one pushing groove 11 , and the box culvert relay pushing system 100 further comprises at least one opposite end wall disposed in the first direction on the pushing groove 11
  • the pushing device 30 includes at least one first jack 31 sleeved on the cable assembly 121, and a pusher frame assembly connected between the first jack 31 and the corresponding box culvert 20 32, the push-pull frame assembly 32 is partially received in the push-pull slot 11 , and the portion of the push-pull frame assembly 32 received in the push-pull slot 11 is provided with at least
  • the body of the box culvert 20 is a reinforced concrete structure.
  • the number of segments of the box culvert 20 of the present embodiment is six, and the box culvert relay pushing system 100 with the pusher frame assembly 32 of the present embodiment pushes the box in the first direction.
  • the culvert 20 is: the first section of the box culvert 201, the second section of the box culvert 202, the third section of the box culvert 203, the fourth section of the box culvert 204, the fifth section of the box culvert 205, and the sixth section of the box culvert 206.
  • both sides of the ground facility 350 are excavated with a departure well 310 and an arrival well 320.
  • the existing ground facility 350 may be an existing ground facility such as a road or a railway, and is not particularly limited herein.
  • the working platform 10 of the box culvert relay jacking system 100 of the present application is a reinforced concrete floor plate that is placed on site at a preset position in the starting well 310, and each section of the box culvert 20 in the jacking construction is in the starting well 310. Precast in the cast-in-place reinforced concrete.
  • the steel pipe pile 340 is installed as a support for the starting shaft 310 and the side wall of the reaching well 320 to ensure the safety of the equipment and personnel at the construction site, and to ensure the normal operation of the jacking construction.
  • a pipe shed 330 is preliminarily provided above the tunnel 200 excavation.
  • the pipe shed 330 is a row of steel pipes that are driven into the outer edge of the contour line of the tunnel before the tunnel 200 is excavated. Because the pipe shed 330 plays the role of beam arching and reinforcement in the stratum, it can effectively share the load generated by the surrounding rock of the vault and reduce the load on the stratum in front of the excavation face, thus effectively restraining the deformation of the surrounding rock and greatly reducing the deformation.
  • the risk of the dome sinking and the excavation surface being unstable, therefore, the arrangement of the pipe shed 330 may provide an advanced support for the excavation of the weak formation in the opening section of the tunnel 200.
  • the working platform 10 of the box culvert relay jacking system 100 is disposed adjacent to the tunnel entrance 210, the box culvert 20 is located on the working platform 10, and the pushing device 30 is disposed on the working platform 10 and resists a box culvert 20, pulling force
  • the device 40 is connected between two adjacent box culverts 20, and the thrust device 50 is disposed between two adjacent box culverts 20, and the pushing device 30 is arranged to push the box culvert 20 on the working platform 10 in the first direction.
  • the moving, tensioning device 40 is arranged to support the adhesion of the previous section of the box culvert 20 and the pushing device 30 connected to the box culvert 20, and after the pulling, a section of the box culvert 20 advances in the first direction; the thrusting device 50 is set as a later box
  • the adhesion of the culvert 20 to the pushing device 30 connected to the box culvert 20 is supported, and the front section of the box culvert 20 is advanced in the first direction; specifically,
  • the control pushing device 30 stops moving after the working platform 10 pushes the first section of the box culvert 201 to move to the end of the working platform 10 near the tunnel entrance 210, and the first section of the box culvert 201 enters the tunnel entrance. 210;
  • the control tension device 40 is supported by the adhesion provided by the first section of the box culvert 201 and the pushing device 30, and the second section of the box culvert 202 is moved in the first direction to the working platform 10 near the second section of the box culvert 202. a working position is vacated in the tail of one direction;
  • the pushing device 30 is moved to the working position, and the pushing device 30 is controlled to push the second segment of the box culvert 202 to move in the first direction to the tail of the first segment of the box culvert 201 away from the tunnel inlet 210; In the process, in the first prefabricated area of the second section of the box culvert 202, the prefabrication of the third section of the box culvert 203;
  • the thrust device 30 is installed at a preset position between the first section of the box culvert 201 and the second section of the box culvert 202, and is supported by the adhesion provided by the second section of the box culvert 202 and the pushing device 30 to push the first section.
  • the box culvert 201 moves in the first direction within the tunnel 200;
  • control pushing device 30 pushes the second section of the box culvert 202 to advance in the first direction, the second section of the box culvert 202 partially or completely enters the tunnel entrance 210;
  • control tension device 40 is supported by the adhesion provided by the first section of the box culvert 201 and the pushing device 30, and the second section of the box culvert 202 is moved in the first direction to the working platform 10 near the second section.
  • the working position can be set to accommodate and install the pushing device 30, etc., wherein the pulling device 40 pulls the second section of the box culvert 202 to move to the working platform
  • the removal of the pushing device 30 is reserved between the first section of the box culvert 201 and the second section of the box culvert 202.
  • the space of the space, and the length of the rear pushing groove 11 of the box culvert 202 at the working position portion can accommodate the pushing device 30.
  • the area where the working position is located may further include a prefabricated area provided to prefabricate the second stage box culvert 202.
  • the space (all or part of), or the space for accommodating and installing other devices, or the space for construction of other processes, etc., the specific space and area of the work space are not specifically limited herein;
  • Device 30 in the working position The second section of the box culvert 202 moves in a first direction to the tail of the first section of the box culvert 201 away from the tunnel entrance 210.
  • the working position may be located at the initial position of the first section of the box culvert 201 or the initial section of the second section of the box culvert 202
  • the rear end of the original prefabricated area of the box culvert 20 shortens the length of the pushing area of the pushing device 30, reducing the equipment handling distance and the amount of construction work.
  • each two adjacent box culverts 20 are reinforced and sealed by a casting process or the like, and the box culvert 20 passes through the tunnel 200. Specifically, when all the box culverts 20 are pushed to the final position, the cast-in-place reinforced concrete is used and grouted to form a unit. Therefore, in the connection position of the box culvert 20, a connection position, including a steel joint, a grouting pipe, etc., is reserved, and will not be repeated here.
  • the prefabrication of the next section of the box culvert 20 is continued.
  • the time for prefabricating a section of box culvert 20 and the time for pushing a section of box culvert 20 are all controlled for the same length of time. To ensure such progress, the excavation and jacking work should be continued, so that the site, machinery and workers get the most Efficient use meets the requirements of a narrow construction site and greatly shortens the construction period.
  • the excavation of the tunnel 200 is gradually boring along the underside of the advancement support shed 330, and the tunneling speed of the tunnel 200 matches the advancement speed of the tank culvert 20. That is, the excavation of the tunnel 200 stratum should strictly control the excavation speed and the excavation position, and the length of the unprotected section between the front end of the box culvert 20 and the excavation surface of the tunnel 200 must not exceed a certain value.
  • the certain value is determined by the specific application. The excavation site is determined.
  • the box culvert relay jacking system 100 having the pusher frame assembly 32 of the present application pulls the prefabricated second to nth section of the box culvert 20 from its prefabricated area to the pushing device 30 by providing a set of independent tensioning devices 40.
  • the box culvert relay pushing system 100 of the present application is prefabricated by the segment box culvert 20 respectively.
  • the construction technology of the stepped box culvert 20 is sequentially advanced, and the thrust provided by the required mechanical equipment is greatly reduced, the setting of mechanical equipment miniaturization is realized, and the technical requirements of the equipment are lowered, and the stability of the equipment is improved.
  • the working platform 10 is recessed with at least one pushing groove 11 , and the box culvert relay pushing system 100 .
  • the cable assembly 121 further includes at least one first jack 31 disposed on the opposite end walls of the pusher slot 11 in the first direction
  • the connecting device 30 includes at least one first jack 31 sleeved on the cable assembly 121, and is connected to The pushing frame assembly 32 between the first jack 31 and the corresponding box culvert 20; specifically, the region of the working platform 10 where the pushing groove 11 is located forms a pushing region 16 for ensuring the pushing device 30
  • the first jack 31 is sleeved on the cable assembly 121, and by providing the pushing groove 11, the opposite side walls of the pushing groove guide the propulsion direction of the first jack 31.
  • the cable assembly 121 is disposed in the pushing groove 11 to avoid the movement of the cable assembly 121 to the box culvert 20
  • the obstruction effect in the process minimizes the influence of the cable assembly 121 on the movement of the box culvert 20;
  • the frame assembly 32 is disposed between the first jack 31 and the corresponding box culvert 20, and the locking force provided by the first jack 31 is locked by the first cable jack 31 during the pushing process of the pushing device 30.
  • the urging force provided to the pusher frame assembly 32 by the first jack 31 is applied to the box culvert 20 to advance the box culvert 20.
  • the cable assembly 121 can at least play the role of: pushing the guiding device 30, avoiding the obstruction of the cable assembly 121 during the movement of the box culvert 20, and minimizing the cable assembly.
  • the pusher frame assembly 32 is partially received in the push-pull slot 11 , and the portion of the push-pull frame assembly 32 received in the push-pull slot 11 is provided with at least one guide wire through hole 321 , and the cable guide assembly 121 passes through the guide wire through hole 321 .
  • the pusher frame assembly 32 is mounted, and the pusher frame assembly 32 exposes a portion of the pusher groove 11 that is abutted or connected to the box culvert 20.
  • the guide wire through hole 321 is disposed to pass through the wire guide assembly 121, and the pusher frame assembly 32 is mounted on the wire guide assembly 121 to facilitate the mounting and dismounting of the pusher frame assembly 32, optionally, as shown in FIG.
  • the guide via 321 is of a "gate" shape, that is, the bottom end of the guide via 321 is of an open design with a downward opening, and the mounting of the pusher frame assembly 32 is quicker and easier.
  • the box culvert relay jacking system 100 with the pusher frame assembly 32 of the present application may be configured to be used for jacking construction of a large section and an oversized section of the box culvert, using the tube shed 330 of the advanced support and pushing into the tunnel 200.
  • the box culvert 20 supports the soil at the top of the excavated tunnel 200, which can effectively control the settlement within the construction scope and meet the construction requirements for strictly controlling the ground subsidence.
  • loose and weak geological conditions such as reclamation
  • conventional The construction method of the underground excavation method has a large risk of collapsing and requires a large amount of temporary support.
  • the box culvert relay push system 100 of the present application greatly simplifies the support work while ensuring the construction quality and the safety of the tunnel 200, and saves Among the existing undercut methods, the time and cost of installing tunnel spray anchor support and temporary steel structure support works.
  • the sectional box culvert pushing technology adopted by the box culvert relay jacking system 100 of the present application greatly reduces the impact on the operation of the existing ground facility 350.
  • the box culvert relay pushing system 100 of the present application performs prefabrication work of the reinforced concrete structure such as the working platform 10 and the box culvert 20 before excavation and excavation, without starting after the excavation of the tunnel 200 is completed.
  • box culvert relay pushing system 100 of the present application adopts three different effects power driving equipments, such as the pushing device 30, the tension device 40 and the thrust device 50, to realize pre-fabrication and pushing of the segment in a narrow space.
  • the technology can be set to a more diverse construction site and a wider range of geological conditions, so it has a greater promotion value.
  • the number of the pushing devices 30 is two, and the two pushing devices 30 are spaced apart against the tail of the box culvert 20 in the first direction, and the driving output by the two pushing devices 30 is controlled.
  • the force causes the process of pushing the box culvert 20 in the first direction to proceed steadily, avoiding the problem that the box culvert 20 pushes the line to deviate; or the number of the pushing device 30 is three, and the three pushing devices 30 are spaced apart.
  • the process of advancing the box culvert 20 in the first direction is performed steadily, avoiding the box culvert 20 propulsion line
  • the three thrusting devices 30 are provided to increase the total thrust of the thrusting device 30 while ensuring the balance of the thrust, and the pushing process is smoother and faster.
  • the number of the pushing devices 30 may be increased or decreased, and is not particularly limited herein.
  • the number of the tension devices 40 may also be two or three, and two or three tension devices 40 are connected between two adjacent box culverts 20 by controlling the two or three.
  • the tension force outputted by the tension device 40 respectively ensures that the process of pulling the box culvert 20 in the first direction is steadily performed while ensuring that the tension device 40 provides sufficient pulling force, thereby avoiding the problem that the box culvert 20 is pulled away from the line, of course.
  • the number of the tension devices 40 may be increased or decreased, and is not particularly limited herein.
  • the number of the thrust devices 50 may be plural.
  • the plurality of thrust devices 50 are disposed between two adjacent box culverts 20, and the tensions respectively output by the plurality of thrust devices 50 are controlled.
  • the thrust device 50 is provided with sufficient thrust, the process of advancing the box culvert 20 in the first direction in the tunnel 200 is performed steadily, thereby avoiding the problem of deviation of the propulsion line of the box culvert 20, of course, in specific applications, the thrust
  • the number of the devices 50 may also be increased or decreased, and is not particularly limited herein.
  • each box culvert 20 in the embodiment is provided with at least one push block structure 22 and a box culvert.
  • the relay jacking system 100 further includes at least one connection assembly 70 that connects the push block structure 22 and the pusher frame assembly 32.
  • One end of the connection assembly 70 is fixed or abutted against the surface of the push block structure 22 away from the pusher frame assembly 32, and
  • One end of the pushing block structure 22 and the pusher frame assembly 32 exposing the portion of the pushing groove 11 in sequence is fixed or abutted against the surface of the pusher frame assembly 32 away from the push block structure 22.
  • the box culvert 20 is the main road surface carrier after the construction in the tunnel 200 is completed, it is limited by the structural arrangement of the box culvert 20 itself, in order to better provide a mounting position for the installation of the pushing device 30, and Stabilization of the thrusting device 30 provides a connection to the box culvert 20 that connects the thrusting device 30 to the push block structure 22.
  • the connecting component 70 fixed or resisted to the surface of the push block structure 22 away from the push-pull frame assembly 32, the other end sequentially penetrates the push block structure 22 and the push-pull frame assembly 32 to expose the portion of the push-pull slot 11 Fixed or resisted to the surface of the pusher frame assembly 32 away from the push block structure 22, the portion of the pusher frame assembly 32 that is exposed to the pusher slot 11 by the connection assembly 70 is firmly connected to the push block structure 22, and the pusher frame assembly is improved. The reliability of the connection of 32 ensures the stable advancement of the thrusting device 30.
  • the portion of the push-pull frame assembly 32 that exposes the push-pull slot 11 is provided with at least one connecting via 322, and one end of the connecting component 70 is fixed or resisted.
  • a push block structure 22 is away from the surface of the pusher frame assembly 32, and the other end sequentially penetrates the push block structure 22 and the connection via 322 to fix or abut against the peripheral edge of the hole wall connecting the through hole 322 away from the end of the push block structure 22.
  • the connecting via hole 322 is formed through the portion of the push-pull frame assembly 32 that exposes the pushing groove 11.
  • the connecting through hole 322 is disposed to pass through the connecting component 70, facilitating the mounting and dismounting of the connecting component 70, and improving the connection.
  • the connecting via 322 is in the form of an inverted "gate" shape, that is, the upper end of the connecting via 322 is an open design with an upward opening, which facilitates the passage of the connecting component 70, and is connected.
  • the assembly of the assembly 70 and the pusher frame assembly 32 is quicker and easier.
  • the connecting component 70 includes at least one mounting pad 72 that abuts against the periphery of the hole wall of the connecting hole 322 away from the end of the pushing block structure 22 , and At least two spaced apart connecting members 71, one end of each connecting member 71 abuts against the surface of the push block structure 22 away from the push-pull frame assembly 32, and the other end sequentially penetrates the push block structure 22, the connecting via 322 and the mounting pad 72, And resisting the mounting pad 72 away from the surface of the pusher frame assembly 32.
  • the mounting and dismounting of the connecting member 71 is facilitated to improve the efficiency of attaching and detaching the pusher frame assembly 32.
  • the mounting pad 72 By providing the mounting pad 72, at least the following advantages are obtained: 1.
  • the mounting pad 72 is increased.
  • the contact area of the connecting member (here, the connecting member 71) such as a bolt or a nut with the mounting surface (here, the surface of the pusher frame assembly 32) is prevented, and the mounting surface (here, the surface of the pusher frame assembly 32) is prevented.
  • the mounting pad 72 has a certain elasticity. During the process of tightening and fixing the connecting member 71, the mounting pad 72 is elastically deformed, and the elastic deformation can prevent the connecting member 71 from loosening.
  • connection reliability of the connecting member 71 is improved.
  • the connecting member 71 is a structure such as a screw, a bolt or a connecting post, and is not particularly limited herein; as shown in FIG. 5 and FIG. 11 , the mounting pad 72 has a structure of “work” shape, which is anti-wear and anti-proof. The effect of the pine is better, of course, in the specific application, the mounting pad 72 can also adopt other various shapes according to the actual use situation, and is not particularly limited herein.
  • each box culvert 20 has a passage 23, and the push block structure 22 is disposed on the bottom wall of the passage 23; specifically, the push block structure 22 is set as a temporary reinforced concrete structure, In order to ensure the strength of the push block structure 22, after the use of the push block structure 22 is completed, the push block structure 22 can be removed; the push block structure 22 is disposed on the bottom wall of the channel 23, facilitating the push block structure 22 and the pushing device 30.
  • the mounting connection at the same time, facilitates the pouring formation of the push block structure 22 and facilitates the removal of the push block structure 22.
  • At least one force receiving protrusion 24 is protruded from the end of each box culvert 20 near the pushing device 30 , and the pushing device 30 is pressed against the force receiving boss. twenty four.
  • the force receiving boss 24 functions to mainly receive the thrust from the pushing device 30, and the force receiving boss 24 protrudes from the end of the box culvert 20 to provide a setting for the pushing device 30 to abut.
  • the contact surface is affected and the structural design is reasonable and effective. More specifically, as shown in FIG.
  • the heights of the push block structure 22, the force receiving boss 24, and the wire guide assembly 121 are sequentially decreased, so that the force receiving boss 24 mainly receives the thrust from the thrust device 30, and
  • the push block structure 22 is disposed to be fixedly coupled to the pushing device 30, and balances the force applied by the pushing device 30 on the portion of the wire guide assembly 121.
  • the thickness of the portion of the pusher frame assembly 32 accommodated in the thrust groove 11 in the first direction is smaller than the portion of the pusher frame assembly 32 connected to the push block structure 22.
  • the thickness of the pusher frame assembly 32 received at one end of the pusher slot 11 to the end of the push block structure 22 is gradually reduced to ensure the strength of the pusher frame assembly 32 and In the case of rigidity, by reducing the thickness of the one end of the pusher frame assembly connected to the push block structure 22, the material is saved and the weight of the pusher frame assembly 32 is reduced.
  • the box culvert relay pushing system 100 of the present embodiment further includes at least one moving mechanism 60 movably disposed on the pushing groove 11 , the first The jack 31 is mounted on the moving mechanism 60.
  • the provided moving mechanism 60 can also serve to support the pushing device 30, and reduce the influence of the gravity of the pushing device 30 on the cable assembly 121.
  • the first jack 31 is arranged to be mounted on the moving mechanism 60, which facilitates the movement of the first jack 31 on the stroke thereof during the pushing process of the pushing device 30, or moves the pushing device 30 to the next segment.
  • the moving mechanism 60 can also serve as a supporting support for the pushing device 30, and the first jack 31 is reduced.
  • the pusher frame assembly 32 is detachably coupled to the first jack 31, and the first jack 31 can be locked to the guide cable assembly 121 or moved relative to the guide cable assembly 121.
  • the pusher frame assembly 32 is disassembled, and the first jack sleeved on the wire guide assembly 121 is moved in the second direction. 31.
  • the first jack 31 is moved to the tail of the lower section of the box culvert 20, and the pusher frame assembly 32 is mounted to the guide cable assembly 121 and connected or resisted to the first jack 31 and the next section of the box culvert. Between the tails of the 20, the pushing device 30 prepares for the pushing step of the next section of the box culvert 20.
  • the moving mechanism 60 of the present embodiment includes a carrying platform 61 on which the first jack 31 is mounted, and at least one roller 62 disposed on the bottom wall of the pushing groove 11 .
  • the roller 62 is rotatably coupled to the carrier 61.
  • the provided loading platform 61 is configured to carry the first jack 31, reduce the influence of the gravity of the first jack 31 on the cable assembly 121, and the provided roller 62 is rotatably connected to the loading platform 61.
  • the movement of the moving mechanism 60 is realized by the rolling of the roller 62, the movement is convenient and fast, the required moving thrust is small, the structure is simple, and the design is reasonable and practical.
  • the roller 62 has a rotating shaft 621 .
  • the two ends of the rotating shaft 621 are rotatably connected to the carrying platform 61 , that is, the roller 62 is rotatably connected to the carrying platform 61 via the rotating shaft 621 , and the structure is simple and practical. .
  • the working platform 10 is further provided with a prefabricated area 15 which is disposed adjacent to one end of the pushing groove 11 away from the tunnel inlet 210, or the prefabricated area 15 is located in the pushing groove. 11 is away from one end of the tunnel entrance 210.
  • the prefabricated zone 15 is provided as a prefabricated site for the second to nth sections of the box culvert 20. That is, the first section of the box culvert 201 of the present embodiment performs prefabrication of the box culvert 20 in the pushing region 16, and the remaining sections of the box culvert 20 are prefabricated in the prefabricated area 15 which is rearward in the first direction.
  • the length of the box culvert 20 of each section is determined according to factors such as the actual total length of the tunnel 200 to be traversed, the size of the jacking field, and the thrust of the thrusting device. For example, when the total length of the tunnel 200 is about 70 m, the length of the site in the starting well 310 that can be set for the prefabrication of the box culvert 20 and the jacking process of the box culvert 20 is about 50 m.
  • each box culvert 20 should not be too long, an average of about 15m.
  • the first section of the box culvert 201 is prefabricated in the pushing area 16, and the remaining sections of the box culvert 20 are prefabricated in the prefabricated area 15, and the subsequent sections of the box culvert 20 are pulled to the pushing area 16 by the tensioning device 40, so the length of the pushing area 16 is about 30m, no need to extend to the end of the prefabricated area 15. More specifically, a certain range of space is maintained between the pushing region 16 and the prefabricated zone 15 to ensure normal operation of other working procedures, such as displacement of the pusher frame assembly 32, excavation of soil, and prefabricated materials. Lifting and so on.
  • the cable assembly 121 of the present embodiment includes a plurality of guide wires (not shown), and the plurality of guide wires are arranged side by side with each other, and the plurality of guide wires are adjacent to each other and are approximately cylindrical, that is, the circumference of the cable assembly 121
  • the guide wire is a steel strand
  • the guide cable assembly 121 is formed by twisting a plurality of steel strands.
  • the first jack 31 has a first clamping portion 311 adjacent to the pusher frame assembly 32 and a second clamping disposed opposite the first clamping portion 311.
  • the first clamping portion 311 and the second clamping portion 312 are sleeved on a cable assembly 121.
  • the first clamping portion 311 is gripped or loosened on the cable assembly 121, and the second clamping portion 312 is gripped. Tightened or loosened to the guide assembly 121.
  • the first clamping portion 311 and the second clamping portion 312 can both "hold" the cable assembly 121 by self-grip, or loosen to the cable assembly 121; when pushed, the second clamping The portion 312 is gripped by the cable assembly 121 to provide a locking force, the first clamping portion 311 is loosened to the cable assembly 121, and the first jack 31 is provided to the pusher frame assembly 32 by a pushing force.
  • the assembly 32 pushes the box culvert 20 to advance in the first direction, thereby realizing the advancement of the box culvert 20; after the first jack 31 is pushed up, the first clamping portion 311 is gripped by the guide cable assembly 121 to provide a locking force.
  • the second clamping portion 312 is loosened to the cable assembly 121 to return the piston of the first jack 31 for preparation for the next jacking operation.
  • the second clamping portion 312 is coupled to the piston of the first jack 31 and lifts as the piston moves. After the piston reaches the farthest end of the stroke, the first clamping portion 311 is tightened, the second clamping portion 312 is relaxed, and the piston is returned to the next cycle.
  • the dotted line frame as shown in FIGS. 16 to 26 is the position of the steel pipe pile at the edge of the starting well 310.
  • the dotted line frame (that is, the inside of the starting well 310) is set as the working platform 10 prefabricated and the box culvert 20 is Push the venue.
  • the first section of the box culvert 201 and the second section box are prefabricated before the pushing area 16 and the prefabricating area 15 of the working platform 10, respectively.
  • the thrust of the pushing device 30 is controlled to push the first section of the box culvert 201 from its original prefabricated position into the figure.
  • the pushing device 30 of the second step As shown in FIG. 18, in the third step of the working process of the box culvert relay jacking system 100 of the present application, after the pushing of the pushing device 30 of the second step is finished, the pushing device 30 remains resisted to the first section of the box culvert 201.
  • the two ends of the tension device 40 are installed between the first section of the box culvert 201 and the second section of the box culvert 202, and then supported by the adhesion provided by the first section of the box culvert 201 and the pushing device 30. Controlling the tension device 40 to pull the second section of the box culvert 202 from the prefabricated area 15 to the pushing area 16;
  • step 4 of the working process of the box culvert relay jacking system 100 part or all of the pushing device 30 is disassembled, and the pushing device 30 is moved and mounted to the second box culvert 202.
  • the tail portion is prepared for the pushing of the second section of the box culvert 201 by the pushing device 30;
  • the thrust of the pushing device 30 is controlled to push the second box culvert 202 to the second box culvert 202.
  • the first part is connected with the tail of the first section of the box culvert 201; during the second stage of the box culvert 202, the third section of the box culvert 203 is prefabricated at the prefabricated area 15 where the second section of the box culvert 202 was originally located;
  • the thrust device 50 is installed at a reserved slot between the first section of the box culvert 201 and the second section of the box culvert 202.
  • the control thrust device 50 pushes the second section.
  • the box culvert 202 advances in the first direction, and then the control pushing device 30 pushes the second section of the box culvert 202 to advance in the first direction, such that the cycle is repeated one to many times until the first section of the box culvert 201 and the second section of the box culvert 202 moves to The position shown in the figure;
  • the first section of the box culvert 201, the second section of the box culvert 202, and the third The section box culvert 203 and the fourth section box culvert 204 have completely entered the tunnel 200; wherein the second section of the box culvert 202 is supported by the thrust device 50 between the first section of the box culvert 201 and the second section of the box culvert 202 Promoting the first section of the box culvert 201 to advance in the first direction; similarly, using the thrust device 50 between the second section of the box culvert 202 and the third section of the box culvert 203, the third section of the box culvert 203 is used as a support to promote the The second section of the box culvert 202 is advanced in the first direction. In addition, the third section of the box culvert 203 and the fourth section of the box culvert 204 are propelled in the
  • the pushing device 30 pushes the fifth section of the box culvert 205, and the fifth section of the box culvert 205 enters the tunnel 200;
  • the two ends of the tension device 40 are installed between the fifth section box culvert 205 and the sixth section box culvert 206, and then The adhesion of the fifth section of the box culvert 205 and the pushing device 30 is supported, and the sixth section of the box culvert 206 is pulled from the prefabricated area 15 to the pushing area 16 by controlling the tensioning device 40;
  • step IX of the working process of the box culvert relay jacking system 100 part or all of the pushing device 30 is disassembled, and the pushing device 30 is moved and mounted to the sixth box culvert 206.
  • the tail portion is prepared for pushing the sixth section of the box culvert 206 by the pushing device 30;
  • the thrust of the pushing device 30 is controlled to push the sixth section of the box culvert 206 to the sixth section of the box culvert 206.
  • the first portion is connected to the tail of the fifth section of the box culvert 205;
  • the thrust device 50 is installed in a reserved slot between the fifth section of the box culvert 205 and the sixth section of the box culvert 206. Firstly, by controlling the thrust device 50 to support the adhesion of the second to sixth sections of the box culvert 206 and the pushing device 30, the first section of the box culvert 201 is pushed forward by a predetermined distance in the first direction, and again, by controlling the thrust The device 50 is supported by the adhesion of the third to sixth sections of the box culvert 206 and the pushing device 30 to push the second section of the box culvert 202 to advance a predetermined distance in the first direction; likewise, until the thrusting device 50 is in the sixth section
  • the adhesion of the culvert 206 and the pushing device 30 is a support, pushing the fifth section of the box culvert 205 to advance a predetermined distance in the first direction, and then controlling the pushing device 30 to push the sixth section of
  • each box culvert 20 of the present embodiment is provided with at least one connecting block 21, and one end of the tension device 40 is connected to the connecting block 21 of a box culvert 20. The other end is connected to the connection block 21 of another box culvert 20 adjacent thereto.
  • at least one connecting block 21 is disposed on each of the box culverts 20, and the two ends of the tensioning device 40 are respectively connected to the connecting blocks 21 of the two adjacent box culverts 20, and the connections of the two adjacent box culverts 20 are respectively connected.
  • the block 21 is arranged to provide a supporting point and a pulling point for the pulling process of the tension device 40; more specifically, the front section of the box culvert 20 arranged in the first direction is a supporting point, and the pulling device 40 applies
  • the rear section of the box culvert 20 is such that the rear section of the box culvert 20 is displaced relative to the front section of the box culvert 20, that is, the rear section of the box culvert 20 is advanced in the first direction and enters the pushing unit 16 as the pushing device 30. The push work is getting ready.
  • the connecting block 21 can be disposed on the inner wall of the box culvert 20, optionally, as shown in FIG. 2, the connecting block 21 is disposed on the bottom wall of the inside of the box culvert 20, and the connecting block 21 is set as a temporary reinforced concrete structure, The strength of the connection block 21 is ensured; after the use of the connection block 21 is completed, the connection block 21 can be removed.
  • the tension device 40 of the present embodiment includes at least one tension cable assembly 41 and at least one tension device 42.
  • One end of the tension cable assembly 41 is connected to the connection block 21 of a box culvert 20, and the other end is movably penetrated adjacent thereto.
  • the connection block 21 of the other box culvert 20 is connected to a tensioner 42.
  • the front section of the box culvert 20 of the box culvert 20 where the tensioner 42 is located is a supporting point, the tensioner 42 is abutted against the corresponding connecting block 21, and one end of the tension cable assembly 41 connected thereto is pulled, so that the connecting block 21 is opposite.
  • the tension cable assembly 41 is displaced, that is, the corresponding box culvert 20 of the connecting block 21 is advanced in the first direction and enters the pushing region 16 to prepare for the pushing operation of the pushing device 30.
  • the tensioner 42 includes a second jack 421 having a third clamping portion 4211 and a portion adjacent to the connecting block 21 corresponding thereto.
  • the third clamping portion 4212, the third clamping portion 4211 and the fourth clamping portion 4212 of the three clamping portions 4211 are respectively sleeved on a tension cable assembly 41, and the third clamping portion 4211 is gripped or loosened.
  • the tension cable assembly 41, the fourth clamping portion 4212 is gripped or loosened by the tension cable assembly 41.
  • the tension cable assembly 41 of the present embodiment includes a plurality of tension cables (not shown), and the plurality of tension cables are arranged side by side, and the plurality of tension cables are adjacent to each other and are approximately cylindrical, that is, the circumference of the tension cable assembly 41. A plurality of tension cables are enclosed to form a ring.
  • the tension cable is a steel wire.
  • the wire and tension cable assembly 41 is formed by twisting a plurality of steel strands with each other.
  • the third clamping portion 4211 and the fourth clamping portion 4212 can both "hold” the tension cable assembly 41 by self-grip, or loosen the tension cable assembly 41; during the pulling process of the box culvert 20, The fourth clamping portion 4212 is gripped by the tension cable assembly 41 to provide a locking force, the third clamping portion 4211 is loosened to the tension cable assembly 41, and the second jack 421 is provided to the corresponding connecting block 21 with a driving force.
  • the box culvert 20 advances in the first direction; after the second jack 421 pulls the rear section of the box culvert 20, the third clamping portion 4211 is gripped by the tension cable assembly 41 to provide a locking force, and the fourth clamping portion 4212 The tension cable assembly 41 is loosened to return the piston of the second jack 421 to prepare for the next pulling operation.
  • the fourth clamping portion 4212 is coupled to the piston of the second jack 421 and lifts as the piston moves. After the piston reaches the farthest end of the stroke, the third clamping portion 4211 is tightened, the fourth clamping portion 4212 is relaxed, and the piston is returned to prepare for the next cycle.
  • the tension device 40 can be detached, and wait for the next pull-in process of the box culvert 20 to start installation and use.
  • the length of the cable assembly 121 in the first direction is greater than the second to the nth box culvert 20 in the present embodiment.
  • the length in one direction.
  • the first section of the box culvert 201 is prefabricated in the jacking zone 16, so that the first section of the box culvert 201 can be pushed up in the first direction only by the pushing device 30. Therefore, when the first section of the box culvert 201 is prefabricated
  • the prefabricated position of the first section of the box culvert 201 may be partially located above the cable assembly 121, and the remaining part is located at one end of the working platform 10 near the tunnel entrance 210.
  • the length of the first section of the box culvert 201 in the first direction may be Greater than the length of the cable assembly 121 in the first direction. It can be understood that the length of the first length of the box culvert 201 in the first direction can also be less than or equal to the length of the cable assembly 121 in the first direction.
  • any one of the second to nth sections of the box culvert 20 needs to pass through the prefabrication process, the pulling process of the tension device 40, and the pushing process of the pushing device 30, in the second to nth box
  • the pushing device 30 needs to be moved and installed at the tail end of the box culvert 20, and Limiting the pushing device 30 and the cable assembly 121, the length of any of the second through n-th box culverts 20 in the first direction is less than the length of the cable assembly 121 in the first direction.
  • the thrust device 50 includes at least one third jack (not shown), the third jack is located between two adjacent box culverts 20, and the third Both ends of the jack are respectively abutted or connected to two adjacent box culverts 20.
  • the header and the tail of each box culvert 20 in the first direction are respectively provided with matching reserved slots (not shown) to be arranged to move to the front of the rear section of the box culvert 20 When a tail portion of the box culvert 20 is at least one third jack is installed in the reserved slot; when all the propulsion steps of the box culvert 20 are completed and the connection of the box culvert 20 is started, the reserved slot is Place the seal at the place.
  • the reaction force provided by the rear box culvert 20 and the pushing device 30 is used as the supporting force, and the front portion of the box culvert 20 is advanced by the third jack.
  • both ends of the third jack are resisted between two adjacent box culverts 20; or one end of the third jack is resisted by one of the two adjacent box culverts 20
  • the other end is connected to the other of the two; or, the two ends of the third jack are connected between the two adjacent box culverts 20, of course, the specific application can be set according to the actual situation. There is no particular limitation here.
  • the working platform 10 of the embodiment is provided with a lubricating layer, and by providing a lubricating layer, the frictional resistance between the box culvert 20 and the ground when the box culvert 20 moves is reduced to reduce the top thrust or pulling force of the power mechanical device, and the power Mechanical equipment can be miniaturized.
  • the lubricating layer is composed of snow oil and thin wood board.
  • the lubricating layer may also adopt other materials having lubricating properties, which are not particularly limited herein.
  • the site of the work platform 10 is cleaned, and then the snow oil is uniformly applied in the prefabricated area of the prefabricated box culvert 20, and the thin oil is covered on the snow oil to reduce The frictional resistance between the box culvert 20 and the ground of the work platform 10 when the box culvert 20 moves.
  • the first jack 31, the second jack 421, and the third jack are all hydraulic jacks; specifically, the first jack 31, the second jack 421, and the third jack
  • the resulting hydraulic system is controlled by electronic technology. More optionally, the number of the first jack 31, the second jack 421, and the third jack may be one or more. Optionally, the number of the first jack 31, the second jack 421, and the third jack are multiple, and the hydraulic pump of each first jack 31 is controlled in time by electronic technology control.
  • the load is used to keep the corresponding displacement of the tank culvert 20 synchronized, and the stroke of each piston can be recorded in real time; or, by using electronic technology control, the load of the hydraulic pump of each second jack 421 can be controlled in time to maintain the corresponding
  • the 20-cylinder displacement of the box culvert can be recorded in real time, or the stroke of each piston can be recorded in real time; or, by using electronic technology control, the load of the hydraulic pump of each third jack can be controlled in time to maintain the displacement of the corresponding tank culvert 20 Synchronized and the stroke of each piston can be recorded in real time.

Abstract

An interjack station-based box culvert jacking system (100) having a jacking frame assembly (32). The interjack station-based box culvert jacking system (100) is provided to jack box culverts (20) into a tunnel (200), and comprises an operating platform (10) provided adjacent to a tunnel entrance (210) and at least two box culverts (20) located on the operating platform (10). The interjack station-based box culvert jacking system (100) further comprises at least one jacking apparatus (30) provided to jack the box culverts (20) located in front of the tunnel entrance (210), at least one pulling force apparatus (40) provided to pull second to nth box culverts (20) along a first direction, and at least one pushing force apparatus (50) provided to push the box culverts (20) that have partially or completely entered the tunnel entrance (210). The pulling force apparatus (40) is connected between two adjacent box culverts (20). The pushing force apparatus (50) is provided between two adjacent box culverts (20). Each of the box culverts (20) is provided with a thrust block structure (22). The jacking apparatus (30) is provided on the operating platform (10) and connected to the thrust block structure (22) of one box culvert (20).

Description

具有顶推架组件的箱涵中继顶推系统  Box culvert relay jacking system with pusher frame assembly
技术领域Technical field
本申请涉及箱涵顶推隧道推进技术领域,特别涉及一种具有顶推架组件的箱涵中继顶推系统。The present invention relates to the field of box culvert jacking tunnel propulsion technology, and in particular to a box culvert relay jacking system with a pusher frame assembly.
背景技术Background technique
现有技术的大截面箱涵顶推法通常采用的是单节箱涵一次完成预制、一次完成顶推穿越隧道,其至少具有以下缺陷:The prior art large-section box culvert top push method generally adopts a single-section box culvert to complete the pre-fabrication once and complete the top-pushing through the tunnel, which has at least the following defects:
其一,现有的大截面箱涵顶推法一次预制,即,根据待穿越的隧道的长度一次性预制完成完整的单节箱涵,需要提供的箱涵预制场地空间要求较大,故,无法满足狭窄施工场地的要求;First, the existing large section box culvert top push method is prefabricated once, that is, the complete single box culvert is completed by one time according to the length of the tunnel to be traversed, and the required space for the prefabricated space of the box culvert needs to be provided, therefore, Unable to meet the requirements of narrow construction sites;
其二,现有的大截面箱涵顶推法一次顶推即完成隧道穿越,一次预制完成的一节完整箱涵的尺寸、重量等均较大,故,顶推所要求的机械设备提供的顶推力较大,使用的机械设备均较为大型。Secondly, the existing large-section box culvert pushing method completes the tunnel crossing once, and the size and weight of a complete box culvert completed by one prefabrication are large, so the mechanical equipment required by the jacking is provided. The top thrust is large and the mechanical equipment used is relatively large.
发明内容Summary of the invention
本申请的主要目的是提供一种具有顶推架组件的箱涵中继顶推系统,旨在解决箱涵顶推法无法满足狭窄施工场地的要求,以及使用的机械设备均较为大型的问题。The main purpose of the present application is to provide a box culvert relay jacking system with a pusher frame assembly, which aims to solve the problem that the box culvert pushing method cannot meet the requirements of a narrow construction site, and the mechanical equipment used is relatively large.
为实现上述目的,本申请提出的具有顶推架组件的箱涵中继顶推系统,设置为将箱涵顶推进隧道,包括与隧道入口相邻设置的工作平台、位于所述工作平台上的至少两段箱涵,定义所述箱涵顶推进入隧道的方向为第一方向,定义沿所述第一方向相反的第二方向依次排列的箱涵分别为第一段箱涵、...及第n段箱涵,n≥2,所述第一段箱涵和第二段箱涵最先于所述工作平台上间隔预制,第一段箱涵和第二段箱涵均沿第一方向前进之后,第三段箱涵于所述第二段箱涵的最初位置进行预制,至第一段箱涵到第n-1段箱涵均沿第一方向前进之后,第n段箱涵于所述第二段箱涵的最初位置进行预制,所述箱涵中继顶推系统还包括设置为顶推位于隧道入口前的箱涵的至少一顶推装置、设置为将第二至第n段箱涵沿第一方向拉动的至少一拉力装置及设置为将已部分或者全部进入隧道入口的箱涵沿第一方向推动的至少一推力装置,所述拉力装置连接于二相邻的箱涵之间,所述推力装置设置于二相邻的箱涵之间;所述工作平台凹设有至少一顶推槽,所述箱涵中继顶推系统还包括至少一沿第一方向设于所述顶推槽的相对两端壁的导索组件;所述顶推装置包括套设于所述导索组件的至少一第一千斤顶、及连接于所述第一千斤顶和与其对应的箱涵之间的顶推架组件,所述顶推架组件部分容纳于所述顶推槽,所述顶推架组件容纳于所述顶推槽的部分开设有至少一导索过孔,所述导索组件穿过所述导索过孔,并搭载所述顶推架组件,所述顶推架组件显露出所述顶推槽的部分抵持或连接于所述箱涵。In order to achieve the above object, a box culvert relay jacking system with a pusher frame assembly according to the present application is configured to push a box culvert top into a tunnel, including a working platform disposed adjacent to the tunnel entrance, and located on the working platform. At least two sections of the box culvert, the direction in which the box culvert is pushed into the tunnel is defined as a first direction, and the box culverts arranged in the second direction opposite to the first direction are respectively defined as a first section of the box culvert, ... And the nth box culvert, n≥2, the first section of the box culvert and the second section of the box culvert are prefabricated first on the working platform, and the first section of the box culvert and the second section of the box culvert are both along the first After the direction advances, the third section of the box is prefabricated at the initial position of the second section of the box culvert, and after the first section of the box culvert to the n-1th section of the box culvert is advanced in the first direction, the nth section of the box culvert Prefabricating at an initial position of the second section of the box culvert, the box culvert relay pushing system further comprising at least one pushing device arranged to push the box culvert in front of the tunnel entrance, set to be second to first The at least one tension device of the n-section box culvert being pulled in the first direction and configured to be partially or fully At least one thrust device that is driven in the first direction by the box culvert entering the tunnel entrance, the tension device is connected between two adjacent box culverts, and the thrust device is disposed between two adjacent box culverts; The platform recess is provided with at least one pushing groove, and the box culvert relay pushing system further comprises at least one cable assembly disposed on the opposite end walls of the pushing groove in the first direction; the pushing device comprises At least one first jack disposed on the cable assembly, and a pusher frame assembly coupled between the first jack and a corresponding box culvert, the pusher frame assembly being partially received The pushing groove, the portion of the pushing frame assembly accommodated in the pushing groove is provided with at least one cable passing hole, the cable assembly passes through the wire guiding hole, and the pushing is carried A frame assembly that exposes a portion of the push-pull groove that is resisted or attached to the box culvert.
本申请具有顶推架组件的箱涵中继顶推系统中工作平台与隧道入口相邻设置,箱涵位于工作平台上,顶推装置设于工作平台且抵持于一箱涵,拉力装置连接于二相邻的箱涵之间,推力装置设置于二相邻的箱涵之间,其中,顶推装置设置为推动箱涵于工作平台上沿第一方向移动;拉力装置设置为以前一段箱涵与连接于该箱涵的顶推装置的附着力为支撑,拉动后一段箱涵沿第一方向前进;推力装置,设置为以后一段箱涵与连接于箱涵的顶推装置的附着力为支撑,推动前一段箱涵沿第一方向前进。本申请具有顶推架组件的箱涵中继顶推系统通过设置一套独立的拉力装置,将预制的第二至第n段箱涵从其预制区域拉至顶推装置的顶推区域,从而避免了顶推装置的顶推区域一直延伸到第二至第n段箱涵的预制区域的后端的情形,从而缩短了顶推装置的顶推区域的长度,减少了设备搬运距离和施工的工程量;并且,相较于传统的箱涵顶推法采用一次预制、一次完成顶推的施工技术,本申请具有顶推架组件的箱涵中继顶推系统采用分段箱涵分别预制、分段箱涵依次推进的施工技术,其所需的机械设备提供的推力得到了较大程度的降低,实现了机械设备小型化的设置,且降低设备技术要求、提升设备稳定性;The working platform of the box culvert relay top pushing system with the push-pull frame assembly is arranged adjacent to the tunnel entrance, the box culvert is located on the working platform, the pushing device is arranged on the working platform and resists a box culvert, and the tension device is connected Between two adjacent box culverts, the thrust device is disposed between two adjacent box culverts, wherein the pushing device is arranged to push the box culvert to move in the first direction on the working platform; the tension device is set as a previous box The adhesion between the culvert and the pushing device connected to the box culvert is supported, and a section of the box culvert advances along the first direction after pulling; the thrust device is set to have the adhesion of the box culvert and the pushing device connected to the box culvert Support, push the front section of the box culvert in the first direction. The box culvert relay pushing system with the pusher frame assembly of the present application pulls the prefabricated second to nth box culverts from the prefabricated area thereof to the pushing region of the pushing device by providing a set of independent tensioning devices, thereby The situation that the pushing region of the pushing device extends to the rear end of the prefabricated region of the second to nth box culverts is avoided, thereby shortening the length of the pushing region of the pushing device, reducing the equipment handling distance and construction work. And, compared with the traditional box culvert pushing method, the construction technology of one prefabrication and one top pushing is adopted. The box culvert relay top pushing system with the pusher frame assembly is prefabricated and divided by the segment box culvert respectively. The construction technology of the section box culvert advances in turn, the thrust provided by the required mechanical equipment is greatly reduced, the setting of mechanical equipment miniaturization is realized, and the technical requirements of the equipment are lowered, and the stability of the equipment is improved;
此外,工作平台凹设有至少一顶推槽,箱涵中继顶推系统还包括至少一沿第一方向设于顶推槽的相对两端壁的导索组件,顶推装置包括套设于导索组件的至少一第一千斤顶、及连接于第一千斤顶和与其对应的箱涵之间的顶推架组件,通过设置顶推槽,顶推槽的相对两侧壁对第一千斤顶的推进方向起到导向的作用,避免了顶推装置在顶推箱涵过程中出现偏离预设顶推线路的问题;导索组件设置于顶推槽内,避免了导索组件对箱涵移动过程中的阻碍作用,最大程度的降低了导索组件对箱涵移动过程中的影响;另外,通过将顶推架组件设置于第一千斤顶和与其对应的箱涵之间,顶推装置顶推过程中,以第一千斤顶锁紧于导索组件所提供的锁紧力为支撑,利用第一千斤顶所提供给顶推架组件的推动力施加于箱涵,将箱涵向前推进。以及,顶推架组件部分容纳于顶推槽,顶推架组件容纳于顶推槽的部分开设有至少一导索过孔,导索组件穿过导索过孔,并搭载顶推架组件,顶推架组件显露出顶推槽的部分抵持或连接于箱涵,导索过孔设置为穿过导索组件,将该顶推架组件搭载于导索组件,方便于顶推架组件的安装及拆卸。In addition, the working platform is recessed with at least one pushing groove, and the box culvert relay pushing system further comprises at least one guiding cable assembly disposed on the opposite end walls of the pushing groove in the first direction, and the pushing device comprises sleeved on At least one first jack of the cable assembly, and a pusher frame assembly connected between the first jack and the corresponding box culvert, the opposite side walls of the pushing groove are provided by the top pushing groove The pushing direction of a jack plays a guiding role, avoiding the problem that the pushing device deviates from the preset pushing line during the pushing of the box culvert; the cable assembly is disposed in the pushing groove, and the cable assembly is avoided. The obstruction effect on the movement of the box culvert minimizes the influence of the cable assembly on the movement of the box culvert; in addition, by placing the pusher frame assembly between the first jack and the corresponding box culvert During the pushing process of the pushing device, the locking force provided by the first jack is locked to the cable assembly, and the driving force provided by the first jack to the pushing frame assembly is applied to the box culvert. , push the box culvert forward. The pusher frame assembly is partially received in the push-pull slot, and the portion of the push-pull frame assembly received in the push-pull slot is provided with at least one guide cable through hole, the cable assembly passes through the guide cable through hole, and the push-pull frame assembly is mounted. The pusher frame assembly exposes a portion of the push-pull groove that is resisted or connected to the box culvert, and the guide cable through hole is disposed to pass through the guide cable assembly, and the push-pull frame assembly is mounted on the guide cable assembly, which is convenient for the push-pull assembly Installation and disassembly.
具体地,本申请具有顶推架组件的箱涵中继顶推系统可应设置为大截面、超大截面的箱涵顶推施工中,利用超前支护的管棚、顶推进入隧道内的箱涵来支撑已开挖隧道顶部的土体,可以有效的控制施工范围内的沉降,满足了严格控制地面沉降的施工要求,尤其地,对于填海区等松散软弱地质条件下,采用常规的暗挖法施工洞体坍塌风险大,需要大量的临时支护,因此,本申请的箱涵中继顶推系统在保证施工质量和隧道安全的同时,极大地简化了支护工作,节省了现有的暗挖法当中,安装隧道喷锚支护和临时钢结构支撑工程的时间及费用。以及,对于下穿既有基础设施的隧道工程,本申请箱涵中继顶推系统采用的分段箱涵顶推技术极大地降低了对既有地面设施运行的影响。另外,本申请箱涵中继顶推系统,于开挖前及开挖过程中即进行工作平台、箱涵等钢筋混凝土结构的预制工作,而不需要在隧道挖掘完成之后再开始结构施工,缩短了整体的工期,具有突出的经济效益。以及,本申请箱涵中继顶推系统,采用顶推装置、拉力装置及推力装置三种不同效果的动力机械设备,实现了在狭小空间内分节段预制及顶推,该技术能够适设置为更加多样的施工场地以及更加广泛的地质条件,故,具有较大的推广价值。Specifically, the box culvert relay jacking system with the pusher frame assembly of the present application may be set up in a box culvert construction with a large cross section and an oversized section, and the box shed which is advancedly supported and pushed into the box in the tunnel. The culvert supports the soil at the top of the excavated tunnel, which can effectively control the settlement within the construction scope and meet the construction requirements for strictly controlling the ground subsidence. In particular, for the loose and weak geological conditions such as reclamation, conventional underground excavation is adopted. The risk of collapse of the construction hole is large, and a large amount of temporary support is required. Therefore, the box culvert relay push system of the present application greatly simplifies the support work while ensuring the construction quality and the safety of the tunnel, and saves the existing work. In the dark excavation method, the time and cost of installing tunnel spray anchor support and temporary steel structure support works. And, for tunnel engineering under the existing infrastructure, the sectional box culvert pushing technology adopted by the box culvert relay jacking system of the present application greatly reduces the impact on the operation of the existing ground facilities. In addition, the box culvert relay pushing system of the present application prefabricates the reinforced concrete structure such as the working platform and the box culvert before and during the excavation process, and does not need to start the structural construction after the tunnel excavation is completed, shortening The overall construction period has outstanding economic benefits. And, the box culvert relay pushing system of the present application adopts three different effects power driving equipments, such as a pushing device, a tension device and a thrust device, to realize pre-fabrication and pushing of the segment in a narrow space, and the technology can be appropriately set. For more diverse construction sites and a wider range of geological conditions, it has greater promotional value.
附图说明DRAWINGS
为了更清楚地说明本申请实施例或现有技术中的技术方案,下面将对实施例或现有技术描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本申请的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图示出的结构获得其他的附图。In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings to be used in the embodiments or the prior art description will be briefly described below. Obviously, the drawings in the following description are only It is a certain embodiment of the present application, and other drawings can be obtained according to the structures shown in the drawings without any creative work for those skilled in the art.
图1为本申请具有顶推架组件的箱涵中继顶推系统一实施例的一视角的结构示意图;1 is a schematic structural view of a perspective view of an embodiment of a box culvert relay jacking system with a push-pull frame assembly according to the present application;
图2为图1中A处的局部放大图;Figure 2 is a partial enlarged view of a portion A in Figure 1;
图3为本申请具有顶推架组件的箱涵中继顶推系统一实施例中箱涵的一视角的结构示意图;3 is a schematic structural view of a view of a box culvert in an embodiment of a box culvert relay jacking system with a pusher frame assembly according to the present application;
图4为图3所示的箱涵的另一视角的结构示意图;4 is a schematic structural view of another perspective view of the box culvert shown in FIG. 3;
图5为图1所示的箱涵中继顶推系统的局部剖视图;Figure 5 is a partial cross-sectional view of the box culvert relay jacking system shown in Figure 1;
图6为图1所示的箱涵中继顶推系统的另一视角的结构示意图;6 is a schematic structural view of another perspective view of the box culvert relay jacking system shown in FIG. 1;
图7为图6中B处的局部放大图;Figure 7 is a partial enlarged view of B in Figure 6;
图8为图1所示的箱涵中继顶推系统的又一视角的结构示意图;8 is a schematic structural view of still another perspective of the box culvert relay jacking system shown in FIG. 1;
图9为图8中C处的局部放大图;Figure 9 is a partial enlarged view of a portion C in Figure 8;
图10为本申请具有顶推架组件的箱涵中继顶推系统一实施例中的部分组装结构示意图;10 is a partial assembly structural diagram of an embodiment of a box culvert relay jacking system with a push-pull frame assembly according to the present application;
图11为图10中D处的局部放大图;Figure 11 is a partial enlarged view of the portion D in Figure 10;
图12为图11中所示的顶推架组件的结构示意图;Figure 12 is a schematic structural view of the pusher frame assembly shown in Figure 11;
图13为本申请具有顶推架组件的箱涵中继顶推系统一实施例中第一千斤顶的结构示意图;13 is a schematic structural view of a first jack in an embodiment of a box culvert relay jacking system with a push-pull frame assembly according to the present application;
图14为本申请具有顶推架组件的箱涵中继顶推系统一实施例中第二千斤顶与一连接块连接的结构示意图;14 is a schematic structural view of a second jack connected to a connecting block in an embodiment of a box culvert relay jacking system with a push-pull frame assembly according to the present application;
图15为图1所示的箱涵中继顶推系统的俯视图中的出发井内工作平台的结构示意图;15 is a schematic structural view of a working platform in a starting well in a top view of the box culvert relay jacking system shown in FIG. 1;
图16为本申请具有顶推架组件的箱涵中继顶推系统工作过程的步骤一;Figure 16 is a first step of the working process of the box culvert relay jacking system with the push-pull frame assembly of the present application;
图17为本申请具有顶推架组件的箱涵中继顶推系统的工作过程步骤二;Figure 17 is a second step of the working process of the box culvert relay jacking system with the pusher frame assembly of the present application;
图18为本申请具有顶推架组件的箱涵中继顶推系统的工作过程步骤三;Figure 18 is a third step of the working process of the box culvert relay jacking system with the push-pull frame assembly of the present application;
图19为本申请具有顶推架组件的箱涵中继顶推系统的工作过程步骤四;Figure 19 is a fourth step of the working process of the box culvert relay jacking system with the push-pull frame assembly of the present application;
图20为本申请具有顶推架组件的箱涵中继顶推系统的工作过程步骤五;Figure 20 is a fifth step of the working process of the box culvert relay jacking system with the push-pull frame assembly of the present application;
图21为本申请具有顶推架组件的箱涵中继顶推系统的工作过程步骤六;21 is a sixth step of the working process of the box culvert relay jacking system with the push-pull frame assembly of the present application;
图22为本申请具有顶推架组件的箱涵中继顶推系统的工作过程步骤七;Figure 22 is a seventh step of the working process of the box culvert relay jacking system with the push-pull frame assembly of the present application;
图23为本申请具有顶推架组件的箱涵中继顶推系统的工作过程步骤八;Figure 23 is a working process step 8 of the box culvert relay jacking system with the push-pull frame assembly of the present application;
图24为本申请具有顶推架组件的箱涵中继顶推系统的工作过程步骤九;Figure 24 is a step IX of the working process of the box culvert relay jacking system with the push-pull frame assembly of the present application;
图25为本申请具有顶推架组件的箱涵中继顶推系统的工作过程步骤十;Figure 25 is a step 10 of the working process of the box culvert relay jacking system with the pusher frame assembly of the present application;
图26为本申请具有顶推架组件的箱涵中继顶推系统工作过程步骤十一。Figure 26 is a step 11 of the working process of the box culvert relay jacking system with the pusher frame assembly of the present application.
附图标号说明:Description of the reference numerals:
标号Label 名称name 标号 Label 名称name
100100 箱涵中继顶推系统Box culvert relay push system 322322 连接过孔Connection via
1010 工作平台Work platform 4040 拉力装置Tension device
1111 顶推槽Push groove 4141 拉力索组件Pull cable assembly
121121 导索组件Guide assembly 4242 拉力器Puller
1515 预制区Prefabricated area 421421 第二千斤顶Second jack
1616 顶推区Pushing area 42114211 第三夹紧部Third clamping part
2020 箱涵Box culvert 42124212 第四夹紧部Fourth clamping part
21twenty one 连接块Connector 5050 推力装置Thrust device
22twenty two 推块结构Push block structure 6060 移动机构Mobile agency
23twenty three 通道aisle 6161 承载台Carrying platform
24twenty four 受力凸台Forced boss 6262 滚轮Wheel
201201 第一段箱涵The first section of box culvert 621621 转轴Rotating shaft
202202 第二段箱涵The second section of box culvert 200200 隧道tunnel
203203 第三段箱涵The third section of box culvert 210210 隧道入口Tunnel entrance
204204 第四段箱涵The fourth section of box culvert 220220 隧道出口Tunnel exit
205205 第五段箱涵The fifth section of the box culvert 310310 出发井Starting well
206206 第六段箱涵The sixth section of box culvert 320320 到达井Arrival well
3030 顶推装置Jacking device 330330 管棚Pipe shed
3131 第一千斤顶First jack 340340 钢管桩Steel pipe pile
311311 第一夹紧部First clamping part 350350 既有地面设施Existing ground facilities
312312 第二夹紧部Second clamping part 7070 连接组件Connection component
3232 顶推架组件Pusher frame assembly 7171 连接件Connector
321321 导索过孔Guide hole 7272 安装垫Mounting mat
本申请目的的实现、功能特点及优点将结合实施例,参照附图做进一步说明。The implementation, functional features and advantages of the present application will be further described with reference to the accompanying drawings.
具体实施方式Detailed ways
下面将结合本申请实施例中的附图,对本申请实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本申请的一部分实施例,而不是全部的实施例。基于本申请中的实施例,本领域普通技术人员在没有作出创造性劳动前提下所获得的所有其他实施例,都属于本申请保护的范围。The technical solutions in the embodiments of the present application are clearly and completely described in the following with reference to the drawings in the embodiments of the present application. It is obvious that the described embodiments are only a part of the embodiments of the present application, and not all of the embodiments. All other embodiments obtained by a person of ordinary skill in the art based on the embodiments of the present application without departing from the inventive scope are the scope of the present application.
需要说明,本申请实施例中所有方向性指示(诸如上、下、左、右、前、后……)仅设置为解释在某一特定姿态(如附图所示)下各部件之间的相对位置关系、运动情况等,如果该特定姿态发生改变时,则该方向性指示也相应地随之改变。It should be noted that all directional indications (such as up, down, left, right, front, back, ...) in the embodiments of the present application are only set to explain between components in a certain posture (as shown in the drawing). Relative positional relationship, motion situation, etc., if the specific posture changes, the directional indication also changes accordingly.
另外,在本申请中涉及“第一”、“第二”等的描述仅设置为描述目的,而不能理解为指示或暗示其相对重要性或者隐含指明所指示的技术特征的数量。由此,限定有“第一”、“第二”的特征可以明示或者隐含地包括至少一个该特征。另外,各个实施例之间的技术方案可以相互结合,但是必须是以本领域普通技术人员能够实现为基础,当技术方案的结合出现相互矛盾或无法实现时应当认为这种技术方案的结合不存在,也不在本申请要求的保护范围之内。In addition, the descriptions of "first", "second", and the like in the present application are set for the purpose of description only, and are not to be construed as indicating or implying their relative importance or implicitly indicating the number of technical features indicated. Thus, features defining "first" and "second" may include at least one of the features, either explicitly or implicitly. In addition, the technical solutions between the various embodiments may be combined with each other, but must be based on the realization of those skilled in the art, and when the combination of the technical solutions is contradictory or impossible to implement, it should be considered that the combination of the technical solutions does not exist. Nor is it within the scope of protection required by this application.
在本申请中,除非另有明确的规定和限定,术语“连接”、“固定”等应做广义理解,例如,“固定”可以是固定连接,也可以是可拆卸连接,或成一体;可以是机械连接,也可以是电连接;可以是直接相连,也可以通过中间媒介间接相连,可以是两个元件内部的连通或两个元件的相互作用关系,除非另有明确的限定。对于本领域的普通技术人员而言,可以根据具体情况理解上述术语在本申请中的具体含义。In the present application, the terms "connected", "fixed" and the like should be understood broadly, unless otherwise explicitly stated and defined. For example, "fixed" may be a fixed connection, or may be a detachable connection, or may be integrated; It may be a mechanical connection or an electrical connection; it may be directly connected or indirectly connected through an intermediate medium, and may be an internal connection of two elements or an interaction relationship of two elements unless explicitly defined otherwise. For those skilled in the art, the specific meanings of the above terms in the present application can be understood on a case-by-case basis.
本申请提出一种具有顶推架组件32的箱涵中继顶推系统100。The present application proposes a box culvert relay jacking system 100 having a pusher frame assembly 32.
参照图1至图26,本申请一实施例提出的具有顶推架组件32的箱涵中继顶推系统100,设置为将箱涵20顶推进隧道200,包括与隧道入口210相邻设置的工作平台10、位于工作平台10上方的至少两段箱涵20,定义箱涵20顶推进入隧道200的方向为第一方向,定义沿第一方向相反的第二方向依次排列的箱涵20分别为第一段箱涵201、...及第n段箱涵,n≥2,第一段箱涵201和第二段箱涵202最先于工作平台10上间隔预制,第一段箱涵201和第二段箱涵202均沿第一方向前进之后,第三段箱涵203于第二段箱涵202的最初位置进行预制,至第一段箱涵201到第n-1段箱涵20均沿第一方向前进之后,第n段箱涵20于第二段箱涵202的最初位置进行预制,箱涵中继顶推系统100还包括设置为顶推位于隧道入口210前的箱涵20的至少一顶推装置30、设置为将第二至第n段箱涵20沿第一方向拉动的至少一拉力装置40及设置为将已部分或者全部进入隧道入口210的箱涵20沿第一方向推动的至少一推力装置50,拉力装置40连接于二相邻的箱涵20之间,推力装置50设置于二相邻的箱涵20之间;工作平台10凹设有至少一顶推槽11,箱涵中继顶推系统100还包括至少一沿第一方向设于顶推槽11的相对两端壁的导索组件121;顶推装置30包括套设于导索组件121的至少一第一千斤顶31、及连接于第一千斤顶31和与其对应的箱涵20之间的顶推架组件32,顶推架组件32部分容纳于顶推槽11,顶推架组件32容纳于顶推槽11的部分开设有至少一导索过孔321,导索组件121穿过导索过孔321,并搭载顶推架组件32,顶推架组件32显露出顶推槽11的部分抵持或连接于箱涵20。Referring to FIG. 1 to FIG. 26, a box culvert relay jacking system 100 having a pusher frame assembly 32 according to an embodiment of the present application is configured to push the box culvert 20 into the tunnel 200, including adjacent to the tunnel entrance 210. The working platform 10, at least two sections of the box culvert 20 located above the working platform 10, defines a direction in which the box culvert 20 pushes into the tunnel 200 as a first direction, and defines a box culvert 20 respectively arranged in a second direction opposite to the first direction. For the first section of box culvert 201, ... and the nth section of box culvert, n ≥ 2, the first section of box culvert 201 and the second section of box culvert 202 are prefabricated first on the working platform 10, the first section of box culvert After the 201 and the second section of the box culvert 202 are both advanced in the first direction, the third section of the box culvert 203 is prefabricated at the initial position of the second section of the box culvert 202, to the first section of the box culvert 201 to the n-1th section of the box culvert After the 20th advances in the first direction, the nth section of the box culvert 20 is prefabricated at the initial position of the second section of the box culvert 202, and the box culvert relay jacking system 100 further includes a box culvert arranged to push the front of the tunnel entrance 210. At least one pushing device 30 of 20, at least one pulling device arranged to pull the second to nth segment of the box culvert 20 in the first direction 40 and at least one thrust device 50 arranged to push the box culvert 20 partially or completely into the tunnel entrance 210 in the first direction, the tension device 40 is connected between two adjacent box culverts 20, and the thrust device 50 is disposed at two Between the adjacent box culverts 20; the working platform 10 is recessed with at least one pushing groove 11 , and the box culvert relay pushing system 100 further comprises at least one opposite end wall disposed in the first direction on the pushing groove 11 The cable guide assembly 121; the pushing device 30 includes at least one first jack 31 sleeved on the cable assembly 121, and a pusher frame assembly connected between the first jack 31 and the corresponding box culvert 20 32, the push-pull frame assembly 32 is partially received in the push-pull slot 11 , and the portion of the push-pull frame assembly 32 received in the push-pull slot 11 is provided with at least one guide cable through hole 321 , and the cable guide assembly 121 passes through the guide cable through hole 321 . The pusher frame assembly 32 is mounted, and the pusher frame assembly 32 exposes a portion of the pusher groove 11 that is abutted or connected to the box culvert 20.
具体地,箱涵20的主体为钢筋混凝土结构。如图1至图26所示,本实施例的箱涵20的段数为六段,本实施例的具有顶推架组件32的箱涵中继顶推系统100沿第一方向依次顶推的箱涵20分别为:第一段箱涵201、第二段箱涵202、第三段箱涵203、第四段箱涵204、第五段箱涵205、第六段箱涵206。Specifically, the body of the box culvert 20 is a reinforced concrete structure. As shown in FIG. 1 to FIG. 26, the number of segments of the box culvert 20 of the present embodiment is six, and the box culvert relay pushing system 100 with the pusher frame assembly 32 of the present embodiment pushes the box in the first direction. The culvert 20 is: the first section of the box culvert 201, the second section of the box culvert 202, the third section of the box culvert 203, the fourth section of the box culvert 204, the fifth section of the box culvert 205, and the sixth section of the box culvert 206.
更为具体地,为了方便箱涵20顶推隧道200的施工,在既有地面设施350的下穿区域两侧需要做临时竖井、相应的场地平整工作以及地层加固工作;如图1至图9所示,既有地面设施350的两侧分别开挖有出发井310和到达井320,隧道200开挖时,从出发井310的隧道入口210处逐渐掘进,至隧道200穿越完成后从隧道出口220掘出于到达井320,其中,既有地面设施350可为公路、铁路等等既有的地面设施,在此不做特殊限定。本申请的箱涵中继顶推系统100的工作平台10为在出发井310内预设位置现场浇筑的钢筋混凝土底板,以及,顶推施工中的各段箱涵20,均在出发井310内中采用现浇钢筋混凝土进行预制。More specifically, in order to facilitate the construction of the box culvert 20 push tunnel 200, temporary shafts, corresponding site leveling work and stratum reinforcement work are required on both sides of the underlying area of the existing ground facility 350; as shown in Figs. As shown, both sides of the ground facility 350 are excavated with a departure well 310 and an arrival well 320. When the tunnel 200 is excavated, it is gradually excavated from the tunnel entrance 210 of the departure well 310, and exits from the tunnel after the tunnel 200 is completed. The excavation is carried out to the well 320. The existing ground facility 350 may be an existing ground facility such as a road or a railway, and is not particularly limited herein. The working platform 10 of the box culvert relay jacking system 100 of the present application is a reinforced concrete floor plate that is placed on site at a preset position in the starting well 310, and each section of the box culvert 20 in the jacking construction is in the starting well 310. Precast in the cast-in-place reinforced concrete.
如图1至图9所示,出发井310和到达井320的侧壁均安装有钢管桩340作为支护,以保证施工场地的设备及人员的安全,确保顶推施工的正常进行。As shown in FIG. 1 to FIG. 9, the steel pipe pile 340 is installed as a support for the starting shaft 310 and the side wall of the reaching well 320 to ensure the safety of the equipment and personnel at the construction site, and to ensure the normal operation of the jacking construction.
如图7和图9所示,隧道200开挖的上方预设有管棚330。其中,管棚330是在隧道200开挖前沿隧道开挖轮廓线外缘,按一定的间距水平打入的一排钢管。由于管棚330在地层中起到梁拱效应及加固效应,可有效地分担拱顶围岩产生的荷载,减少开挖面前方地层所承受的荷载,从而有效地约束围岩的变形,大大降低拱顶下沉及开挖面失稳的风险,因此,管棚330的设置可为在隧道200的洞口段软弱地层开挖提供一种超前支护。As shown in FIGS. 7 and 9, a pipe shed 330 is preliminarily provided above the tunnel 200 excavation. The pipe shed 330 is a row of steel pipes that are driven into the outer edge of the contour line of the tunnel before the tunnel 200 is excavated. Because the pipe shed 330 plays the role of beam arching and reinforcement in the stratum, it can effectively share the load generated by the surrounding rock of the vault and reduce the load on the stratum in front of the excavation face, thus effectively restraining the deformation of the surrounding rock and greatly reducing the deformation. The risk of the dome sinking and the excavation surface being unstable, therefore, the arrangement of the pipe shed 330 may provide an advanced support for the excavation of the weak formation in the opening section of the tunnel 200.
本申请箱涵中继顶推系统100中工作平台10与隧道入口210相邻设置,箱涵20位于工作平台10上,顶推装置30设于工作平台10且抵持于一箱涵20,拉力装置40连接于二相邻的箱涵20之间,推力装置50设置于二相邻的箱涵20之间,设置的顶推装置30设置为推动箱涵20于工作平台10上沿第一方向移动,拉力装置40设置为以前一段箱涵20与连接于箱涵20的顶推装置30的附着力为支撑,拉动后一段箱涵20沿第一方向前进;推力装置50,设置为以后一段箱涵20与连接于该箱涵20的顶推装置30的附着力为支撑,推动前一段箱涵20沿第一方向前进;具体地,The working platform 10 of the box culvert relay jacking system 100 is disposed adjacent to the tunnel entrance 210, the box culvert 20 is located on the working platform 10, and the pushing device 30 is disposed on the working platform 10 and resists a box culvert 20, pulling force The device 40 is connected between two adjacent box culverts 20, and the thrust device 50 is disposed between two adjacent box culverts 20, and the pushing device 30 is arranged to push the box culvert 20 on the working platform 10 in the first direction. The moving, tensioning device 40 is arranged to support the adhesion of the previous section of the box culvert 20 and the pushing device 30 connected to the box culvert 20, and after the pulling, a section of the box culvert 20 advances in the first direction; the thrusting device 50 is set as a later box The adhesion of the culvert 20 to the pushing device 30 connected to the box culvert 20 is supported, and the front section of the box culvert 20 is advanced in the first direction; specifically,
先于工作平台10上预制第一段箱涵201和第二段箱涵202;Pre-fabricating the first section of the box culvert 201 and the second section of the box culvert 202 prior to the work platform 10;
控制顶推装置30于工作平台10推动第一段箱涵201沿第一方向移动至所述工作平台10靠近隧道入口210的一端后停止移动,该第一段箱涵201部分或全部进入隧道入口210;The control pushing device 30 stops moving after the working platform 10 pushes the first section of the box culvert 201 to move to the end of the working platform 10 near the tunnel entrance 210, and the first section of the box culvert 201 enters the tunnel entrance. 210;
控制拉力装置40以第一段箱涵201和顶推装置30提供的附着力为支撑,拉动第二段箱涵202沿第一方向移动,至工作平台10上靠近第二段箱涵202沿第一方向的尾部腾出一工作位;The control tension device 40 is supported by the adhesion provided by the first section of the box culvert 201 and the pushing device 30, and the second section of the box culvert 202 is moved in the first direction to the working platform 10 near the second section of the box culvert 202. a working position is vacated in the tail of one direction;
将顶推装置30移动至工作位,并控制顶推装置30推动第二段箱涵202沿第一方向移动至第一段箱涵201远离隧道入口210的尾部;在第二段箱涵202推进过程中,于第二段箱涵202的最初预制区域,开始预制第三段箱涵203;The pushing device 30 is moved to the working position, and the pushing device 30 is controlled to push the second segment of the box culvert 202 to move in the first direction to the tail of the first segment of the box culvert 201 away from the tunnel inlet 210; In the process, in the first prefabricated area of the second section of the box culvert 202, the prefabrication of the third section of the box culvert 203;
将推力装置30安装于第一段箱涵201和第二段箱涵202之间的预设位,并以第二段箱涵202和顶推装置30提供的附着力为支撑,推动第一段箱涵201于隧道200内沿第一方向移动;The thrust device 30 is installed at a preset position between the first section of the box culvert 201 and the second section of the box culvert 202, and is supported by the adhesion provided by the second section of the box culvert 202 and the pushing device 30 to push the first section. The box culvert 201 moves in the first direction within the tunnel 200;
再次,控制顶推装置30推动第二段箱涵202沿第一方向前进,该第二段箱涵202部分或全部进入隧道入口210;Again, the control pushing device 30 pushes the second section of the box culvert 202 to advance in the first direction, the second section of the box culvert 202 partially or completely enters the tunnel entrance 210;
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重复以上步骤,直至第n段箱涵20沿第一方向移动至第n-1段箱涵20的尾部,并达到最终位置。The above steps are repeated until the nth section of the box culvert 20 moves in the first direction to the tail of the n-1th section of the box culvert 20 and reaches the final position.
需要说明的,“控制拉力装置40以第一段箱涵201和顶推装置30提供的附着力为支撑,拉动第二段箱涵202沿第一方向移动,至工作平台10上靠近第二段箱涵202沿第一方向的尾部腾出一工作位”步骤中,工作位可设置为容置和安装顶推装置30等,其中,拉力装置40拉动第二段箱涵202移动,至工作平台10上靠近第二段箱涵202沿第一方向的尾部腾出一工作位后,第一段箱涵201和第二段箱涵202之间需预留有供顶推装置30的拆除移位等的空间,且箱涵202后方顶推槽11位于工作位部分的长度可容置顶推装置30,当然了,工作位所在的区域还可包括有设置为预制第二段箱涵202的预制区域的空间(的全部或者一部分)、或者容置和安装其他装置的空间、或者设置为其他工序的施工的空间等等,关于该工作位的具体空间、面积的大小在此不作特殊限定;顶推装置30于该工作位推动第二段箱涵202沿第一方向移动至第一段箱涵201远离隧道入口210的尾部,该工作位可位于第一段箱涵201的最初位置、或者第二段箱涵202的最初位置、或者第一段箱涵201的最初位置和第二段箱涵202的最初位置之间的区域。也即,第二段箱涵202的最初位置远离隧道入口210的一侧所在的区域无需预留一工作区域,故,避免了顶推装置30的顶推区域一直延伸到第二至第n段箱涵20最初的预制区域的后端的情形,从而缩短了顶推装置30的顶推区域的长度,减少了设备搬运距离和施工的工程量。It should be noted that "the control tension device 40 is supported by the adhesion provided by the first section of the box culvert 201 and the pushing device 30, and the second section of the box culvert 202 is moved in the first direction to the working platform 10 near the second section. In the step of the box culvert 202 vacating a working position in the tail of the first direction, the working position can be set to accommodate and install the pushing device 30, etc., wherein the pulling device 40 pulls the second section of the box culvert 202 to move to the working platform After a working position is vacated near the tail of the second section of the box culvert 202 in the first direction, the removal of the pushing device 30 is reserved between the first section of the box culvert 201 and the second section of the box culvert 202. The space of the space, and the length of the rear pushing groove 11 of the box culvert 202 at the working position portion can accommodate the pushing device 30. Of course, the area where the working position is located may further include a prefabricated area provided to prefabricate the second stage box culvert 202. The space (all or part of), or the space for accommodating and installing other devices, or the space for construction of other processes, etc., the specific space and area of the work space are not specifically limited herein; Device 30 in the working position The second section of the box culvert 202 moves in a first direction to the tail of the first section of the box culvert 201 away from the tunnel entrance 210. The working position may be located at the initial position of the first section of the box culvert 201 or the initial section of the second section of the box culvert 202 The position, or the area between the initial position of the first section of the box culvert 201 and the initial position of the second section of the box culvert 202. That is, the area where the initial position of the second section of the box culvert 202 is far from the side of the tunnel entrance 210 does not need to reserve a working area, so that the pushing area of the pushing device 30 is prevented from extending to the second to nth stages. The rear end of the original prefabricated area of the box culvert 20 shortens the length of the pushing area of the pushing device 30, reducing the equipment handling distance and the amount of construction work.
最终,每二相邻的箱涵20之间通过浇筑等等施工工序加固密封,完成箱涵20穿越隧道200。具体地,当所有的箱涵20均顶推至最终位置的时候,采用现浇钢筋混凝土并灌浆的方式连接成整体。故,在箱涵20的衔接位置需预留有接驳位,包括钢筋接头、灌浆管等,在此不再一一赘述。Finally, each two adjacent box culverts 20 are reinforced and sealed by a casting process or the like, and the box culvert 20 passes through the tunnel 200. Specifically, when all the box culverts 20 are pushed to the final position, the cast-in-place reinforced concrete is used and grouted to form a unit. Therefore, in the connection position of the box culvert 20, a connection position, including a steel joint, a grouting pipe, etc., is reserved, and will not be repeated here.
在前一段箱涵20的顶推过程中,继续进行下一段箱涵20的预制。预制一段箱涵20的时间和顶推一段箱涵20的时间均控制在相同的时长,为保证这样的进度,开挖及顶推工作要持续进行,这样,使得场地、机械设备和工人得到最高效的利用,满足了狭窄施工现场的要求,也大大缩短了工期。During the jacking process of the previous section of the box culvert 20, the prefabrication of the next section of the box culvert 20 is continued. The time for prefabricating a section of box culvert 20 and the time for pushing a section of box culvert 20 are all controlled for the same length of time. To ensure such progress, the excavation and jacking work should be continued, so that the site, machinery and workers get the most Efficient use meets the requirements of a narrow construction site and greatly shortens the construction period.
此外,隧道200的开挖沿着超前支护管棚330下方逐步掘进,且隧道200的掘进速度与箱涵20的推进速度相匹配。即,隧道200地层的开挖要严格控制掘进速度和开挖位置,箱涵20前端和隧道200的开挖面之间的无保护段长度不得超过一定值,当然了,该一定值由具体应用中的开挖场地所决定。In addition, the excavation of the tunnel 200 is gradually boring along the underside of the advancement support shed 330, and the tunneling speed of the tunnel 200 matches the advancement speed of the tank culvert 20. That is, the excavation of the tunnel 200 stratum should strictly control the excavation speed and the excavation position, and the length of the unprotected section between the front end of the box culvert 20 and the excavation surface of the tunnel 200 must not exceed a certain value. Of course, the certain value is determined by the specific application. The excavation site is determined.
在具体的工程施工过程中,往往会遇到施工场地狭窄,出发井310和达到井320的竖井开挖困难等状况。本申请具有顶推架组件32的箱涵中继顶推系统100通过设置一套独立的拉力装置40,将预制的第二至第n段箱涵20从其预制区域拉至顶推装置30的顶推区域,从而避免了顶推装置30的顶推区域一直延伸到第二至第n段箱涵20的预制区域的情况,从而缩短了顶推装置30的顶推区域的长度,减少了设备搬运距离和施工的工程量;并且,相较于传统的箱涵顶推法采用一次预制、一次完成顶推的施工技术,本申请箱涵中继顶推系统100采用分段箱涵20分别预制、分段箱涵20依次推进的施工技术,其所需的机械设备提供的推力得到了较大程度的降低,实现了机械设备小型化的设置,且降低设备技术要求、提升设备稳定性。In the specific construction process, the construction site is often narrow, and the start well 310 and the shaft that reaches the well 320 are difficult to excavate. The box culvert relay jacking system 100 having the pusher frame assembly 32 of the present application pulls the prefabricated second to nth section of the box culvert 20 from its prefabricated area to the pushing device 30 by providing a set of independent tensioning devices 40. Pushing the area, thereby avoiding the situation that the pushing region of the pushing device 30 extends to the prefabricated area of the second to nth sections of the box culvert 20, thereby shortening the length of the pushing area of the pushing device 30, reducing the equipment The carrying distance and the amount of construction work; and, compared with the traditional box culvert top pushing method, the construction technology of one prefabrication and one push pushing is used. The box culvert relay pushing system 100 of the present application is prefabricated by the segment box culvert 20 respectively. The construction technology of the stepped box culvert 20 is sequentially advanced, and the thrust provided by the required mechanical equipment is greatly reduced, the setting of mechanical equipment miniaturization is realized, and the technical requirements of the equipment are lowered, and the stability of the equipment is improved.
此外,一并参照图1、图2、图5、图10至图12、及图15至图26所示,工作平台10凹设有至少一顶推槽11,箱涵中继顶推系统100还包括至少一沿第一方向设于顶推槽11的相对两端壁的导索组件121,顶推装置30包括套设于导索组件121的至少一第一千斤顶31、及连接于第一千斤顶31和与其对应的箱涵20之间的顶推架组件32;具体地,工作平台10的顶推槽11所在的区域范围形成一顶推区16,为了保证顶推装置30提供稳定的推动力,第一千斤顶31套设于该导索组件121,通过设置顶推槽11,顶推槽的相对两侧壁对第一千斤顶31的推进方向起到导向的作用,避免了顶推装置30在顶推箱涵20过程中出现偏离预设顶推线路的问题;导索组件121设置于顶推槽11内,避免了导索组件121对箱涵20移动过程中的阻碍作用,最大程度的降低了导索组件121对箱涵20移动过程中的影响;另外,通过将顶推架组件32设置于第一千斤顶31和与其对应的箱涵20之间,顶推装置30顶推过程中,以第一千斤顶31锁紧于导索组件121所提供的锁紧力为支撑,利用第一千斤顶31所提供给顶推架组件32的推动力施加于箱涵20,将箱涵20向前推进。此处,导索组件121至少可起到的作用有:对顶推装置30的顶推导向,避免了导索组件121对箱涵20移动过程中的阻碍作用,最大程度的降低了导索组件121对箱涵20移动过程中的影响;相比传统的箱涵顶推施工中设置的反力墙等结构,本申请箱涵中继顶推系统100中导索组件121通过隐藏收容于顶推槽11内,更加高效地利用狭窄施工场地的空间等等。In addition, referring to FIG. 1 , FIG. 2 , FIG. 5 , FIG. 10 to FIG. 12 , and FIG. 15 to FIG. 26 , the working platform 10 is recessed with at least one pushing groove 11 , and the box culvert relay pushing system 100 . The cable assembly 121 further includes at least one first jack 31 disposed on the opposite end walls of the pusher slot 11 in the first direction, and the connecting device 30 includes at least one first jack 31 sleeved on the cable assembly 121, and is connected to The pushing frame assembly 32 between the first jack 31 and the corresponding box culvert 20; specifically, the region of the working platform 10 where the pushing groove 11 is located forms a pushing region 16 for ensuring the pushing device 30 Providing a stable driving force, the first jack 31 is sleeved on the cable assembly 121, and by providing the pushing groove 11, the opposite side walls of the pushing groove guide the propulsion direction of the first jack 31. The problem that the pushing device 30 deviates from the preset pushing line during the pushing of the box culvert 20 is avoided; the cable assembly 121 is disposed in the pushing groove 11 to avoid the movement of the cable assembly 121 to the box culvert 20 The obstruction effect in the process minimizes the influence of the cable assembly 121 on the movement of the box culvert 20; The frame assembly 32 is disposed between the first jack 31 and the corresponding box culvert 20, and the locking force provided by the first jack 31 is locked by the first cable jack 31 during the pushing process of the pushing device 30. For support, the urging force provided to the pusher frame assembly 32 by the first jack 31 is applied to the box culvert 20 to advance the box culvert 20. Here, the cable assembly 121 can at least play the role of: pushing the guiding device 30, avoiding the obstruction of the cable assembly 121 during the movement of the box culvert 20, and minimizing the cable assembly. The influence of 121 on the movement process of the box culvert 20; compared with the structure of the reaction wall and the like set in the traditional box culvert pushing construction, the cable guide assembly 121 of the box culvert relay pushing system 100 of the present application is hidden and contained in the pushing In the tank 11, the space of a narrow construction site and the like are utilized more efficiently.
以及,顶推架组件32部分容纳于顶推槽11,顶推架组件32容纳于顶推槽11的部分开设有至少一导索过孔321,导索组件121穿过导索过孔321,并搭载顶推架组件32,顶推架组件32显露出顶推槽11的部分抵持或连接于箱涵20。具体地,导索过孔321设置为穿过导索组件121,将该顶推架组件32搭载于导索组件121,方便于顶推架组件32的安装及拆卸,可选地,如图12所示,导索过孔321为呈“门”字形的结构,即,导索过孔321的底端为具有向下开口的敞开式设计,顶推架组件32的安装更加快速简捷。The pusher frame assembly 32 is partially received in the push-pull slot 11 , and the portion of the push-pull frame assembly 32 received in the push-pull slot 11 is provided with at least one guide wire through hole 321 , and the cable guide assembly 121 passes through the guide wire through hole 321 . The pusher frame assembly 32 is mounted, and the pusher frame assembly 32 exposes a portion of the pusher groove 11 that is abutted or connected to the box culvert 20. Specifically, the guide wire through hole 321 is disposed to pass through the wire guide assembly 121, and the pusher frame assembly 32 is mounted on the wire guide assembly 121 to facilitate the mounting and dismounting of the pusher frame assembly 32, optionally, as shown in FIG. As shown, the guide via 321 is of a "gate" shape, that is, the bottom end of the guide via 321 is of an open design with a downward opening, and the mounting of the pusher frame assembly 32 is quicker and easier.
本申请具有顶推架组件32的箱涵中继顶推系统100可应设置为大截面、超大截面的箱涵顶推施工中,利用超前支护的管棚330、顶推进入隧道200内的箱涵20来支撑已开挖隧道200顶部的土体,可以有效的控制施工范围内的沉降,满足了严格控制地面沉降的施工要求,尤其地,对于填海区等松散软弱地质条件下,采用常规的暗挖法施工洞体坍塌风险大,需要大量的临时支护,因此,本申请箱涵中继顶推系统100在保证施工质量和隧道200安全的同时,极大地简化了支护工作,节省了现有的暗挖法当中,安装隧道喷锚支护和临时钢结构支撑工程的时间及费用。以及,对于下穿既有基础设施的隧道工程,本申请箱涵中继顶推系统100采用的分段箱涵顶推技术极大地降低了对既有地面设施350运行的影响。另外,本申请箱涵中继顶推系统100,于开挖前及开挖过程中即进行工作平台10、箱涵20等钢筋混凝土结构的预制工作,而不需要在隧道200挖掘完成之后再开始结构施工,缩短了整体的工期,具有突出的经济效益。以及,本申请箱涵中继顶推系统100,采用顶推装置30、拉力装置40及推力装置50三种不同效果的动力机械设备,实现了在狭小空间内分节段预制及顶推,该技术能够适设置为更加多样的施工场地以及更加广泛的地质条件,故,具有较大的推广价值。The box culvert relay jacking system 100 with the pusher frame assembly 32 of the present application may be configured to be used for jacking construction of a large section and an oversized section of the box culvert, using the tube shed 330 of the advanced support and pushing into the tunnel 200. The box culvert 20 supports the soil at the top of the excavated tunnel 200, which can effectively control the settlement within the construction scope and meet the construction requirements for strictly controlling the ground subsidence. In particular, for loose and weak geological conditions such as reclamation, conventional The construction method of the underground excavation method has a large risk of collapsing and requires a large amount of temporary support. Therefore, the box culvert relay push system 100 of the present application greatly simplifies the support work while ensuring the construction quality and the safety of the tunnel 200, and saves Among the existing undercut methods, the time and cost of installing tunnel spray anchor support and temporary steel structure support works. Moreover, for the tunneling project under the existing infrastructure, the sectional box culvert pushing technology adopted by the box culvert relay jacking system 100 of the present application greatly reduces the impact on the operation of the existing ground facility 350. In addition, the box culvert relay pushing system 100 of the present application performs prefabrication work of the reinforced concrete structure such as the working platform 10 and the box culvert 20 before excavation and excavation, without starting after the excavation of the tunnel 200 is completed. Structural construction shortens the overall construction period and has outstanding economic benefits. And the box culvert relay pushing system 100 of the present application adopts three different effects power driving equipments, such as the pushing device 30, the tension device 40 and the thrust device 50, to realize pre-fabrication and pushing of the segment in a narrow space. The technology can be set to a more diverse construction site and a wider range of geological conditions, so it has a greater promotion value.
可选地,顶推装置30的数量为两个,该两个顶推装置30间隔抵持于一箱涵20的沿第一方向上的尾部,通过控制两个顶推装置30分别输出的推动力,使得箱涵20沿第一方向上顶推的过程稳步进行,避免箱涵20顶推线路出现偏离的问题;或者,顶推装置30的数量为三个,该三个顶推装置30间隔抵持于一箱涵20的沿第一方向上的尾部,通过控制三个顶推装置30分别输出的推力,使得箱涵20沿第一方向上推进的过程稳步进行,避免箱涵20推进线路出现偏离的问题,且相对于两个顶推装置30的情形,设置三个顶推装置30在保证顶推力平衡的情况下,提升了顶推装置30的总推力,顶推过程更加顺畅和快速。当然了,具体应用中,顶推装置30的数量还可增加或者减少,在此不作特殊限定。Optionally, the number of the pushing devices 30 is two, and the two pushing devices 30 are spaced apart against the tail of the box culvert 20 in the first direction, and the driving output by the two pushing devices 30 is controlled. The force causes the process of pushing the box culvert 20 in the first direction to proceed steadily, avoiding the problem that the box culvert 20 pushes the line to deviate; or the number of the pushing device 30 is three, and the three pushing devices 30 are spaced apart. Resisting the tail portion of the first culvert 20 in the first direction, by controlling the thrust respectively output by the three pushing devices 30, the process of advancing the box culvert 20 in the first direction is performed steadily, avoiding the box culvert 20 propulsion line There is a problem of deviation, and with respect to the situation of the two thrusting devices 30, the three thrusting devices 30 are provided to increase the total thrust of the thrusting device 30 while ensuring the balance of the thrust, and the pushing process is smoother and faster. . Of course, in a specific application, the number of the pushing devices 30 may be increased or decreased, and is not particularly limited herein.
同理,可选地,拉力装置40的数量也可为两个或者三个,两个或者三个拉力装置40间隔连接于二相邻的箱涵20之间,通过控制该两个或者三个拉力装置40分别输出的拉力,在保证拉力装置40提供足够拉力的情况下,使得箱涵20沿第一方向上拉进的过程稳步进行,避免箱涵20拉进线路出现偏离的问题,当然了,具体应用中,拉力装置40的数量还可增加或者减少,在此不作特殊限定。Similarly, the number of the tension devices 40 may also be two or three, and two or three tension devices 40 are connected between two adjacent box culverts 20 by controlling the two or three. The tension force outputted by the tension device 40 respectively ensures that the process of pulling the box culvert 20 in the first direction is steadily performed while ensuring that the tension device 40 provides sufficient pulling force, thereby avoiding the problem that the box culvert 20 is pulled away from the line, of course. In the specific application, the number of the tension devices 40 may be increased or decreased, and is not particularly limited herein.
同理,可选地,推力装置50的数量也可为多个,该多个推力装置50间隔设置于二相邻的箱涵20之间,通过控制该多个推力装置50分别输出的拉力,在保证推力装置50提供足够推力的情况下,使得箱涵20于隧道200内沿第一方向上推进的过程稳步进行,避免箱涵20推进线路出现偏离的问题,当然了,具体应用中,推力装置50的数量还可增加或者减少,在此不作特殊限定。Similarly, the number of the thrust devices 50 may be plural. The plurality of thrust devices 50 are disposed between two adjacent box culverts 20, and the tensions respectively output by the plurality of thrust devices 50 are controlled. In the case that the thrust device 50 is provided with sufficient thrust, the process of advancing the box culvert 20 in the first direction in the tunnel 200 is performed steadily, thereby avoiding the problem of deviation of the propulsion line of the box culvert 20, of course, in specific applications, the thrust The number of the devices 50 may also be increased or decreased, and is not particularly limited herein.
此外,一并参照图1、图2、图5、图10至图12、及图15至图26所示,本实施例中每一箱涵20均设有至少一推块结构22,箱涵中继顶推系统100还包括连接推块结构22和顶推架组件32的至少一连接组件70,连接组件70的一端固定或抵持于推块结构22远离顶推架组件32的表面,另一端依次贯穿该推块结构22和顶推架组件32露出顶推槽11的部分后固定或抵持于顶推架组件32远离推块结构22的表面。具体地,由于箱涵20为隧道200内施工完成后的主要路面载体,因此受限于箱涵20本身的结构设置,为了更好地提供一安装位以便于顶推装置30的安装,以及为顶推装置30的稳定推进提供一与箱涵20的连接面,将顶推装置30连接于推块结构22。另外,通过设置连接组件70的一端固定或抵持于推块结构22远离顶推架组件32的表面,另一端依次贯穿该推块结构22和顶推架组件32露出顶推槽11的部分后固定或抵持于顶推架组件32远离推块结构22的表面,利用该连接组件70将顶推架组件32露出于顶推槽11的部分牢固连接于推块结构22,提高顶推架组件32连接的可靠性,保证顶推装置30的稳定推进。In addition, referring to FIG. 1 , FIG. 2 , FIG. 5 , FIG. 10 to FIG. 12 , and FIG. 15 to FIG. 26 , each box culvert 20 in the embodiment is provided with at least one push block structure 22 and a box culvert. The relay jacking system 100 further includes at least one connection assembly 70 that connects the push block structure 22 and the pusher frame assembly 32. One end of the connection assembly 70 is fixed or abutted against the surface of the push block structure 22 away from the pusher frame assembly 32, and One end of the pushing block structure 22 and the pusher frame assembly 32 exposing the portion of the pushing groove 11 in sequence is fixed or abutted against the surface of the pusher frame assembly 32 away from the push block structure 22. Specifically, since the box culvert 20 is the main road surface carrier after the construction in the tunnel 200 is completed, it is limited by the structural arrangement of the box culvert 20 itself, in order to better provide a mounting position for the installation of the pushing device 30, and Stabilization of the thrusting device 30 provides a connection to the box culvert 20 that connects the thrusting device 30 to the push block structure 22. In addition, by providing one end of the connecting component 70 fixed or resisted to the surface of the push block structure 22 away from the push-pull frame assembly 32, the other end sequentially penetrates the push block structure 22 and the push-pull frame assembly 32 to expose the portion of the push-pull slot 11 Fixed or resisted to the surface of the pusher frame assembly 32 away from the push block structure 22, the portion of the pusher frame assembly 32 that is exposed to the pusher slot 11 by the connection assembly 70 is firmly connected to the push block structure 22, and the pusher frame assembly is improved. The reliability of the connection of 32 ensures the stable advancement of the thrusting device 30.
进一步地,一并参照图5至图12所示,本实施例中顶推架组件32显露出顶推槽11的部分开设有至少一连接过孔322,连接组件70的一端固定或抵持于一推块结构22远离顶推架组件32的表面,另一端依次贯穿该推块结构22和连接过孔322后固定或抵持于连接过孔322远离推块结构22的一端的孔壁周缘。具体地,通过于顶推架组件32显露出顶推槽11的部分开设连接过孔322,该连接过孔322设置为连接组件70的穿过,方便于连接组件70的安装及拆卸,提升连接组件70和顶推架组件32安装及拆卸的效率。可选地,如图12所示,连接过孔322为呈倒“门”字形的结构,即,连接过孔322的上端为具有向上开口的敞开式设计,更加便于连接组件70的通过,连接组件70和顶推架组件32的安装更加快速简捷。Further, as shown in FIG. 5 to FIG. 12, in the embodiment, the portion of the push-pull frame assembly 32 that exposes the push-pull slot 11 is provided with at least one connecting via 322, and one end of the connecting component 70 is fixed or resisted. A push block structure 22 is away from the surface of the pusher frame assembly 32, and the other end sequentially penetrates the push block structure 22 and the connection via 322 to fix or abut against the peripheral edge of the hole wall connecting the through hole 322 away from the end of the push block structure 22. Specifically, the connecting via hole 322 is formed through the portion of the push-pull frame assembly 32 that exposes the pushing groove 11. The connecting through hole 322 is disposed to pass through the connecting component 70, facilitating the mounting and dismounting of the connecting component 70, and improving the connection. The efficiency of assembly and disassembly of assembly 70 and pusher frame assembly 32. Optionally, as shown in FIG. 12, the connecting via 322 is in the form of an inverted "gate" shape, that is, the upper end of the connecting via 322 is an open design with an upward opening, which facilitates the passage of the connecting component 70, and is connected. The assembly of the assembly 70 and the pusher frame assembly 32 is quicker and easier.
进一步地,一并参照图5和图11所示,本实施例中连接组件70包括抵持于连接过孔322远离所述推块结构22的一端的孔壁周缘的至少一安装垫72、及至少二间隔设置的连接件71,每一连接件71的一端抵持于推块结构22远离顶推架组件32的表面,另一端依次贯穿推块结构22、连接过孔322及安装垫72,并抵持于安装垫72远离顶推架组件32的表面。具体地,通过设置连接过孔322,方便于连接件71的安装及拆卸,以提高顶推架组件32装拆的效率;通过设置该安装垫72,至少具有以下优点:一、安装垫72增大了螺栓或螺母等连接零件(此处为连接件71)与安装表面(此处为顶推架组件32的表面)的接触面积,防止安装表面(此处为顶推架组件32的表面)被磨坏;二、安装垫72具有一定的弹性,在连接件71拉紧固定的过程中,安装垫72会产生弹性形变,依靠该弹性形变,可起到防止连接件71松动的作用,进一步提升了连接件71的连接可靠性。可选地,连接件71为螺钉、螺栓或者连接柱等结构,在此不作特殊限定;如图5和图11所示,安装垫72为呈“工”字型的结构,其防磨损、防松等效果更佳,当然了,具体应用中,安装垫72还可根据实际使用情境而采用其他的多种形状,在此不作特殊限定。Further, as shown in FIG. 5 and FIG. 11 , in the present embodiment, the connecting component 70 includes at least one mounting pad 72 that abuts against the periphery of the hole wall of the connecting hole 322 away from the end of the pushing block structure 22 , and At least two spaced apart connecting members 71, one end of each connecting member 71 abuts against the surface of the push block structure 22 away from the push-pull frame assembly 32, and the other end sequentially penetrates the push block structure 22, the connecting via 322 and the mounting pad 72, And resisting the mounting pad 72 away from the surface of the pusher frame assembly 32. Specifically, by providing the connecting via 322, the mounting and dismounting of the connecting member 71 is facilitated to improve the efficiency of attaching and detaching the pusher frame assembly 32. By providing the mounting pad 72, at least the following advantages are obtained: 1. The mounting pad 72 is increased. The contact area of the connecting member (here, the connecting member 71) such as a bolt or a nut with the mounting surface (here, the surface of the pusher frame assembly 32) is prevented, and the mounting surface (here, the surface of the pusher frame assembly 32) is prevented. The mounting pad 72 has a certain elasticity. During the process of tightening and fixing the connecting member 71, the mounting pad 72 is elastically deformed, and the elastic deformation can prevent the connecting member 71 from loosening. Further The connection reliability of the connecting member 71 is improved. Optionally, the connecting member 71 is a structure such as a screw, a bolt or a connecting post, and is not particularly limited herein; as shown in FIG. 5 and FIG. 11 , the mounting pad 72 has a structure of “work” shape, which is anti-wear and anti-proof. The effect of the pine is better, of course, in the specific application, the mounting pad 72 can also adopt other various shapes according to the actual use situation, and is not particularly limited herein.
进一步地,一并参照图3至图5所示,每一箱涵20均具有通道23,推块结构22设于通道23的底壁;具体地,推块结构22设置为临时钢筋混凝土结构,以保证推块结构22的强度,待推块结构22使用结束后,可将推块结构22拆除;将推块结构22设于通道23的底壁,方便于推块结构22与顶推装置30的安装连接,同时,也方便于推块结构22的浇筑成形以及方便于对推块结构22的拆除。Further, referring to FIG. 3 to FIG. 5, each box culvert 20 has a passage 23, and the push block structure 22 is disposed on the bottom wall of the passage 23; specifically, the push block structure 22 is set as a temporary reinforced concrete structure, In order to ensure the strength of the push block structure 22, after the use of the push block structure 22 is completed, the push block structure 22 can be removed; the push block structure 22 is disposed on the bottom wall of the channel 23, facilitating the push block structure 22 and the pushing device 30. The mounting connection, at the same time, facilitates the pouring formation of the push block structure 22 and facilitates the removal of the push block structure 22.
进一步地,一并参照图3至图5所示,每一箱涵20靠近顶推装置30的端部还凸设有至少一受力凸台24,顶推装置30抵持于受力凸台24。具体地,受力凸台24起到主要的承受来自顶推装置30的推力的作用,受力凸台24凸出于箱涵20的端部设置,以提供一设置为顶推装置30抵接的接触受力面,结构设计合理有效。更为具体地,如图5所示,推块结构22、受力凸台24及导索组件121的高度依次递减,使得受力凸台24主要承受来自顶推装置30的推力的作用,而推块结构22设置为与顶推装置30连接固定,并平衡顶推装置30套设于导索组件121部分的受力。Further, as shown in FIG. 3 to FIG. 5 , at least one force receiving protrusion 24 is protruded from the end of each box culvert 20 near the pushing device 30 , and the pushing device 30 is pressed against the force receiving boss. twenty four. Specifically, the force receiving boss 24 functions to mainly receive the thrust from the pushing device 30, and the force receiving boss 24 protrudes from the end of the box culvert 20 to provide a setting for the pushing device 30 to abut. The contact surface is affected and the structural design is reasonable and effective. More specifically, as shown in FIG. 5, the heights of the push block structure 22, the force receiving boss 24, and the wire guide assembly 121 are sequentially decreased, so that the force receiving boss 24 mainly receives the thrust from the thrust device 30, and The push block structure 22 is disposed to be fixedly coupled to the pushing device 30, and balances the force applied by the pushing device 30 on the portion of the wire guide assembly 121.
更进一步地,参照图5、图11和图12所示,顶推架组件32容纳于顶推槽11的部分沿第一方向上的厚度小于顶推架组件32与推块结构22连接的部分沿第一方向上的厚度,可选地,顶推架组件32容纳于顶推槽11的一端至与推块结构22连接的一端的厚度逐渐减小,在保证顶推架组件32的强度和刚度的情况下,通过减小顶推架组件连接于推块结构22的一端的厚度,实现节省用材,减轻顶推架组件32重量的作用。Further, referring to FIG. 5, FIG. 11, and FIG. 12, the thickness of the portion of the pusher frame assembly 32 accommodated in the thrust groove 11 in the first direction is smaller than the portion of the pusher frame assembly 32 connected to the push block structure 22. Optionally, the thickness of the pusher frame assembly 32 received at one end of the pusher slot 11 to the end of the push block structure 22 is gradually reduced to ensure the strength of the pusher frame assembly 32 and In the case of rigidity, by reducing the thickness of the one end of the pusher frame assembly connected to the push block structure 22, the material is saved and the weight of the pusher frame assembly 32 is reduced.
进一步地,一并参照图5和图11所示,本实施例的箱涵中继顶推系统100还包括至少一可移动地设于所述顶推槽11的移动机构60,所述第一千斤顶31搭载于所述移动机构60。此处,设置的移动机构60还可起到对顶推装置30进行支撑承托的作用,减少顶推装置30的重力对导索组件121的影响。其中,设置第一千斤顶31搭载于移动机构60,方便于顶推装置30顶推过程中第一千斤顶31在其行程上进行的移动、或者在将顶推装置30移动至下一段箱涵20尾部进行下一次顶推工作时,方便于对第一千斤顶31的移动;移动机构60还可起到对顶推装置30进行支撑承托的作用,减少第一千斤顶31的重力对导索组件121的影响。Further, as shown in FIG. 5 and FIG. 11 , the box culvert relay pushing system 100 of the present embodiment further includes at least one moving mechanism 60 movably disposed on the pushing groove 11 , the first The jack 31 is mounted on the moving mechanism 60. Here, the provided moving mechanism 60 can also serve to support the pushing device 30, and reduce the influence of the gravity of the pushing device 30 on the cable assembly 121. Wherein, the first jack 31 is arranged to be mounted on the moving mechanism 60, which facilitates the movement of the first jack 31 on the stroke thereof during the pushing process of the pushing device 30, or moves the pushing device 30 to the next segment. When the tail of the box culvert 20 is subjected to the next pushing operation, the movement of the first jack 31 is facilitated; the moving mechanism 60 can also serve as a supporting support for the pushing device 30, and the first jack 31 is reduced. The effect of gravity on the cable assembly 121.
需要说明的,顶推架组件32可拆卸连接于第一千斤顶31,并且,第一千斤顶31可锁紧于导索组件121,或者相对于导索组件121移动。顶推装置30顶推过程结束需进行下一段箱涵20的顶推步骤时,将顶推架组件32拆卸下来,并且,沿第二方向移动套设于导索组件121的第一千斤顶31,至第一千斤顶31移位于下一段箱涵20的尾部,将顶推架组件32安装于导索组件121,并连接或抵持于第一千斤顶31和下一段箱涵20的尾部之间,为顶推装置30对下一段箱涵20的顶推步骤做准备。It should be noted that the pusher frame assembly 32 is detachably coupled to the first jack 31, and the first jack 31 can be locked to the guide cable assembly 121 or moved relative to the guide cable assembly 121. When the pushing device 30 pushes the end of the pushing process, the pusher frame assembly 32 is disassembled, and the first jack sleeved on the wire guide assembly 121 is moved in the second direction. 31. The first jack 31 is moved to the tail of the lower section of the box culvert 20, and the pusher frame assembly 32 is mounted to the guide cable assembly 121 and connected or resisted to the first jack 31 and the next section of the box culvert. Between the tails of the 20, the pushing device 30 prepares for the pushing step of the next section of the box culvert 20.
进一步地,一并参照图5和图11所示,本实施例的移动机构60包括搭载第一千斤顶31的承载台61、和设于顶推槽11的底壁的至少一滚轮62,滚轮62可转动地连接于承载台61。具体地,设置的承载台61设置为承载第一千斤顶31,减少第一千斤顶31的重力对导索组件121的影响,并且,设置的滚轮62可转动地连接于承载台61,采用滚轮62滚动的方式,实现移动机构60的移动,移动方便快捷、所需的移动推力小,结构简单且设计合理实用。Further, referring to FIG. 5 and FIG. 11 , the moving mechanism 60 of the present embodiment includes a carrying platform 61 on which the first jack 31 is mounted, and at least one roller 62 disposed on the bottom wall of the pushing groove 11 . The roller 62 is rotatably coupled to the carrier 61. Specifically, the provided loading platform 61 is configured to carry the first jack 31, reduce the influence of the gravity of the first jack 31 on the cable assembly 121, and the provided roller 62 is rotatably connected to the loading platform 61. The movement of the moving mechanism 60 is realized by the rolling of the roller 62, the movement is convenient and fast, the required moving thrust is small, the structure is simple, and the design is reasonable and practical.
进一步地,参照图11所示,滚轮62具有一转轴621,转轴621的两端分别可转动地连接于承载台61,即,滚轮62通过转轴621可转动地连接于承载台61,结构简单实用。Further, referring to FIG. 11 , the roller 62 has a rotating shaft 621 . The two ends of the rotating shaft 621 are rotatably connected to the carrying platform 61 , that is, the roller 62 is rotatably connected to the carrying platform 61 via the rotating shaft 621 , and the structure is simple and practical. .
进一步地,一并参照图2和图15所示,工作平台10还设有预制区15,预制区15与顶推槽11远离隧道入口210的一端相邻设置,或者预制区15位于顶推槽11远离隧道入口210的一端。此处,预制区15设置为第二至第n段箱涵20的预制场地。也即,本实施例的第一段箱涵201在顶推区16进行箱涵20的预制,其余各段箱涵20在沿第一方向上靠后的预制区15进行预制。Further, referring to FIG. 2 and FIG. 15, the working platform 10 is further provided with a prefabricated area 15 which is disposed adjacent to one end of the pushing groove 11 away from the tunnel inlet 210, or the prefabricated area 15 is located in the pushing groove. 11 is away from one end of the tunnel entrance 210. Here, the prefabricated zone 15 is provided as a prefabricated site for the second to nth sections of the box culvert 20. That is, the first section of the box culvert 201 of the present embodiment performs prefabrication of the box culvert 20 in the pushing region 16, and the remaining sections of the box culvert 20 are prefabricated in the prefabricated area 15 which is rearward in the first direction.
具体地,每一段的箱涵20的长度根据待穿越隧道200的实际总长度、顶推场地的大小和顶推设备的推力等因素来确定。譬如,当隧道200总长约70m时,出发井310内可设置为箱涵20预制施工及箱涵20顶推工艺的场地长度约50m。具体应用当中,考虑到箱涵20的重量、顶推装置30和推力装置50所提供的最大推力、拉力装置40所提供的最大拉力,以及顶推装置30、推力装置50及拉力装置40工作过程中所受到的推进阻力等等因素,每段箱涵20不宜过长,平均约15m。第一段箱涵201在顶推区16预制,其余各段箱涵20均在预制区15预制,后续各段箱涵20通过拉力装置40拉至顶推区16,因此顶推区16长度约30m,无需延伸至预制区15的末尾。更为具体地,顶推区16与预制区15中间会保持一定范围的空间,以保证其他工作程序的正常进行,如顶推架组件32的移位、挖掘泥土的运出、预制用料的吊运等等。Specifically, the length of the box culvert 20 of each section is determined according to factors such as the actual total length of the tunnel 200 to be traversed, the size of the jacking field, and the thrust of the thrusting device. For example, when the total length of the tunnel 200 is about 70 m, the length of the site in the starting well 310 that can be set for the prefabrication of the box culvert 20 and the jacking process of the box culvert 20 is about 50 m. In the specific application, considering the weight of the box culvert 20, the maximum thrust provided by the pushing device 30 and the thrust device 50, the maximum pulling force provided by the tension device 40, and the working process of the pushing device 30, the thrust device 50 and the tension device 40 Factors such as propulsion resistance in the middle, each box culvert 20 should not be too long, an average of about 15m. The first section of the box culvert 201 is prefabricated in the pushing area 16, and the remaining sections of the box culvert 20 are prefabricated in the prefabricated area 15, and the subsequent sections of the box culvert 20 are pulled to the pushing area 16 by the tensioning device 40, so the length of the pushing area 16 is about 30m, no need to extend to the end of the prefabricated area 15. More specifically, a certain range of space is maintained between the pushing region 16 and the prefabricated zone 15 to ensure normal operation of other working procedures, such as displacement of the pusher frame assembly 32, excavation of soil, and prefabricated materials. Lifting and so on.
进一步地,本实施例的导索组件121包括多根导索(未图示),多根导索相互并排设置,且多根导索相互并排后呈近似圆柱形,即导索组件121的圆周有多根导索围合形成一圈,在第一千斤顶31套设并锁紧于导索组件121时,可使得第一千斤顶31的受力更佳,锁紧更加有效;可选地,导索为钢绞线,导索组件121由多根钢绞线相互绞合而成。进一步地,一并参照图11和图13所示,第一千斤顶31具有临近于顶推架组件32的第一夹紧部311和与第一夹紧部311相对设置的第二夹紧部312,第一夹紧部311和第二夹紧部312均套设于一导索组件121,第一夹紧部311握紧或松开于导索组件121,第二夹紧部312握紧或松开于导索组件121。Further, the cable assembly 121 of the present embodiment includes a plurality of guide wires (not shown), and the plurality of guide wires are arranged side by side with each other, and the plurality of guide wires are adjacent to each other and are approximately cylindrical, that is, the circumference of the cable assembly 121 When a plurality of guide wires are enclosed to form a ring, when the first jack 31 is sleeved and locked to the cable assembly 121, the force of the first jack 31 can be better, and the locking is more effective; In the ground selection, the guide wire is a steel strand, and the guide cable assembly 121 is formed by twisting a plurality of steel strands. Further, referring to FIG. 11 and FIG. 13 together, the first jack 31 has a first clamping portion 311 adjacent to the pusher frame assembly 32 and a second clamping disposed opposite the first clamping portion 311. The first clamping portion 311 and the second clamping portion 312 are sleeved on a cable assembly 121. The first clamping portion 311 is gripped or loosened on the cable assembly 121, and the second clamping portion 312 is gripped. Tightened or loosened to the guide assembly 121.
具体地,第一夹紧部311与第二夹紧部312均可通过自握紧的方式“握住”导索组件121,或者松开于导索组件121;顶推时,第二夹紧部312握紧于导索组件121而提供锁紧力,第一夹紧部311松开于导索组件121,第一千斤顶31提供给顶推架组件32一推动力,通过顶推架组件32推动箱涵20沿第一方向前进,从而实现箱涵20的推进;第一千斤顶31顶推之后,第一夹紧部311握紧于导索组件121而提供一锁紧力,第二夹紧部312松开于导索组件121以使第一千斤顶31的活塞回位,为下一次顶推工作做准备。Specifically, the first clamping portion 311 and the second clamping portion 312 can both "hold" the cable assembly 121 by self-grip, or loosen to the cable assembly 121; when pushed, the second clamping The portion 312 is gripped by the cable assembly 121 to provide a locking force, the first clamping portion 311 is loosened to the cable assembly 121, and the first jack 31 is provided to the pusher frame assembly 32 by a pushing force. The assembly 32 pushes the box culvert 20 to advance in the first direction, thereby realizing the advancement of the box culvert 20; after the first jack 31 is pushed up, the first clamping portion 311 is gripped by the guide cable assembly 121 to provide a locking force. The second clamping portion 312 is loosened to the cable assembly 121 to return the piston of the first jack 31 for preparation for the next jacking operation.
更为具体地,第二夹紧部312与第一千斤顶31的活塞相连接,随活塞的运动而提升。活塞达到冲程最远端后,第一夹紧部311收紧,第二夹紧部312放松,活塞回位准备下一个循环。More specifically, the second clamping portion 312 is coupled to the piston of the first jack 31 and lifts as the piston moves. After the piston reaches the farthest end of the stroke, the first clamping portion 311 is tightened, the second clamping portion 312 is relaxed, and the piston is returned to the next cycle.
本申请具有顶推架组件32的箱涵中继顶推系统100的箱涵20预制及顶推过程的步骤如下:The steps of the prefabrication and pushing process of the box culvert 20 of the box culvert relay pushing system 100 of the pusher frame assembly 32 of the present application are as follows:
如图16至图26中所标示的虚线框均为出发井310边缘的钢管桩所处的位置,该虚线框内(也即出发井310内)为工作平台10设置为箱涵20预制及顶推的场地。The dotted line frame as shown in FIGS. 16 to 26 is the position of the steel pipe pile at the edge of the starting well 310. The dotted line frame (that is, the inside of the starting well 310) is set as the working platform 10 prefabricated and the box culvert 20 is Push the venue.
如图16所示,本申请箱涵中继顶推系统100的工作过程的步骤一,先于工作平台10的顶推区16和预制区15分别预制第一段箱涵201和第二段箱涵202;预制完毕后,将顶推装置30的顶推架组件32安装连接于第一千斤顶31(其中,第一千斤顶31在顶推槽11内穿入导索组件121时一并安装),并且将顶推装置30置于第一段箱涵201的尾部,为顶推装置30对第一段箱涵201的顶推作准备;As shown in FIG. 16, in the first step of the working process of the box culvert relay jacking system 100, the first section of the box culvert 201 and the second section box are prefabricated before the pushing area 16 and the prefabricating area 15 of the working platform 10, respectively. The culvert 202; after the prefabrication is completed, the pusher frame assembly 32 of the pushing device 30 is mounted and coupled to the first jack 31 (wherein the first jack 31 penetrates the guide cable assembly 121 in the pushing groove 11) And installing), and placing the pushing device 30 at the tail of the first section of the box culvert 201 for preparing the pushing of the first section of the box culvert 201 by the pushing device 30;
如图17所示,本申请箱涵中继顶推系统100的工作过程的步骤二,通过控制顶推装置30提供推力,将第一段箱涵201从其原预制位置顶推至该图中第一段箱涵201所示位置;As shown in FIG. 17, in the second step of the working process of the box culvert relay jacking system 100, the thrust of the pushing device 30 is controlled to push the first section of the box culvert 201 from its original prefabricated position into the figure. The position of the first section of the box culvert 201;
如图18所示,本申请箱涵中继顶推系统100的工作过程的步骤三,第二步骤的顶推装置30顶推结束后,顶推装置30保持抵持于第一段箱涵201的尾部处,将拉力装置40的两端安装于第一段箱涵201和第二段箱涵202之间,而后,以第一段箱涵201和顶推装置30提供的附着力为支撑,通过控制拉力装置40将第二段箱涵202从预制区15拉动至顶推区16;As shown in FIG. 18, in the third step of the working process of the box culvert relay jacking system 100 of the present application, after the pushing of the pushing device 30 of the second step is finished, the pushing device 30 remains resisted to the first section of the box culvert 201. At the rear end, the two ends of the tension device 40 are installed between the first section of the box culvert 201 and the second section of the box culvert 202, and then supported by the adhesion provided by the first section of the box culvert 201 and the pushing device 30. Controlling the tension device 40 to pull the second section of the box culvert 202 from the prefabricated area 15 to the pushing area 16;
如图19所示,本申请箱涵中继顶推系统100的工作过程的步骤四,将顶推装置30部分或者全部拆卸,并将该顶推装置30移动安装至第二段箱涵202的尾部,为顶推装置30对第二段箱涵201的顶推作准备;As shown in FIG. 19, in step 4 of the working process of the box culvert relay jacking system 100, part or all of the pushing device 30 is disassembled, and the pushing device 30 is moved and mounted to the second box culvert 202. The tail portion is prepared for the pushing of the second section of the box culvert 201 by the pushing device 30;
如图20所示,本申请箱涵中继顶推系统100的工作过程的步骤五,通过控制顶推装置30提供推力,将第二段箱涵202顶推,至第二段箱涵202的首部与第一段箱涵201的尾部相连;在第二段箱涵202推进过程中,于第二段箱涵202原先所在的预制区15处进行第三段箱涵203的预制;As shown in FIG. 20, in the fifth step of the working process of the box culvert relay jacking system 100, the thrust of the pushing device 30 is controlled to push the second box culvert 202 to the second box culvert 202. The first part is connected with the tail of the first section of the box culvert 201; during the second stage of the box culvert 202, the third section of the box culvert 203 is prefabricated at the prefabricated area 15 where the second section of the box culvert 202 was originally located;
如图21所示,本申请箱涵中继顶推系统100的工作过程的步骤六,将推力装置50安装于第一段箱涵201和第二段箱涵202之间的预留槽位处,通过控制推力装置50以第二段箱涵202和顶推装置30的附着力为支撑,推动第一段箱涵201沿第一方向推进预定距离后,再次,控制推力装置50推动第二段箱涵202沿第一方向前进,继而控制顶推装置30推动第二段箱涵202沿第一方向前进,如此循环一至多次,直至第一段箱涵201和第二段箱涵202移动至该图中所示位置;As shown in FIG. 21, in the sixth step of the working process of the box culvert relay jacking system 100, the thrust device 50 is installed at a reserved slot between the first section of the box culvert 201 and the second section of the box culvert 202. By controlling the thrust device 50 to support the adhesion of the second section of the box culvert 202 and the pushing device 30, and pushing the first section of the box culvert 201 to advance a predetermined distance in the first direction, again, the control thrust device 50 pushes the second section. The box culvert 202 advances in the first direction, and then the control pushing device 30 pushes the second section of the box culvert 202 to advance in the first direction, such that the cycle is repeated one to many times until the first section of the box culvert 201 and the second section of the box culvert 202 moves to The position shown in the figure;
如图22所示,本申请箱涵中继顶推系统100的工作过程的步骤七,重复以上步骤后,至该图示中,第一段箱涵201、第二段箱涵202、第三段箱涵203、第四段箱涵204均已经完全进入隧道200;其中,利用第一段箱涵201和第二段箱涵202之间的推力装置50,以第二段箱涵202为支撑,推动第一段箱涵201沿第一方向推进;同理,利用第二段箱涵202和第三段箱涵203之间的推力装置50,以第三段箱涵203为支撑,推动第二段箱涵202沿第一方向推进,此外,第三段箱涵203及第四段箱涵204均采用同样方式于隧道200内推进;As shown in FIG. 22, in the seventh step of the working process of the box culvert relay jacking system 100, after repeating the above steps, to the illustration, the first section of the box culvert 201, the second section of the box culvert 202, and the third The section box culvert 203 and the fourth section box culvert 204 have completely entered the tunnel 200; wherein the second section of the box culvert 202 is supported by the thrust device 50 between the first section of the box culvert 201 and the second section of the box culvert 202 Promoting the first section of the box culvert 201 to advance in the first direction; similarly, using the thrust device 50 between the second section of the box culvert 202 and the third section of the box culvert 203, the third section of the box culvert 203 is used as a support to promote the The second section of the box culvert 202 is advanced in the first direction. In addition, the third section of the box culvert 203 and the fourth section of the box culvert 204 are propelled in the tunnel 200 in the same manner;
此时,顶推装置30推动第五段箱涵205,至第五段箱涵205部分进入隧道200;At this time, the pushing device 30 pushes the fifth section of the box culvert 205, and the fifth section of the box culvert 205 enters the tunnel 200;
如图23所示,本申请箱涵中继顶推系统的工作过程的步骤八,将拉力装置40的两端安装于第五段箱涵205和第六段箱涵206之间,而后,以第五段箱涵205和顶推装置30提供的附着力为支撑,通过控制拉力装置40将第六段箱涵206从预制区15拉动至顶推区16;As shown in FIG. 23, in the eighth step of the working process of the box culvert relay jacking system, the two ends of the tension device 40 are installed between the fifth section box culvert 205 and the sixth section box culvert 206, and then The adhesion of the fifth section of the box culvert 205 and the pushing device 30 is supported, and the sixth section of the box culvert 206 is pulled from the prefabricated area 15 to the pushing area 16 by controlling the tensioning device 40;
如图24所示,本申请箱涵中继顶推系统100的工作过程的步骤九,将顶推装置30部分或者全部拆卸,并将该顶推装置30移动安装至第六段箱涵206的尾部,为顶推装置30对第六段箱涵206的顶推作准备;As shown in FIG. 24, in step IX of the working process of the box culvert relay jacking system 100, part or all of the pushing device 30 is disassembled, and the pushing device 30 is moved and mounted to the sixth box culvert 206. The tail portion is prepared for pushing the sixth section of the box culvert 206 by the pushing device 30;
如图25所示,本申请箱涵中继顶推系统100的工作过程的步骤十,通过控制顶推装置30提供推力,将第六段箱涵206顶推,至第六段箱涵206的首部与第五段箱涵205的尾部相连;As shown in FIG. 25, in the tenth step of the working process of the box culvert relay jacking system 100, the thrust of the pushing device 30 is controlled to push the sixth section of the box culvert 206 to the sixth section of the box culvert 206. The first portion is connected to the tail of the fifth section of the box culvert 205;
如图26所示,本申请箱涵中继顶推系统100的工作过程的步骤十一,将推力装置50安装于第五段箱涵205和第六段箱涵206之间的预留槽位处;首先,通过控制推力装置50以第二至第六段箱涵206和顶推装置30的附着力为支撑,推动第一段箱涵201沿第一方向推进预定距离,再次,通过控制推力装置50以第三至第六段箱涵206和顶推装置30的附着力为支撑,推动第二段箱涵202沿第一方向推进预定距离;同样地,直到推力装置50以第六段箱涵206和顶推装置30的附着力为支撑,推动第五段箱涵205沿第一方向推进预定距离,继而控制顶推装置30推动第六段箱涵206沿第一方向推进,再次控制推力装置50推动第二段箱涵202沿第一方向前进,如此循环一至多次,直至第一段箱涵201至第六段箱涵206移动至该图中所示的最终位置,完成整个多段箱涵20的中继顶推过程,顶推部分施工全部结束。As shown in FIG. 26, in step 11 of the working process of the box culvert relay jacking system 100, the thrust device 50 is installed in a reserved slot between the fifth section of the box culvert 205 and the sixth section of the box culvert 206. Firstly, by controlling the thrust device 50 to support the adhesion of the second to sixth sections of the box culvert 206 and the pushing device 30, the first section of the box culvert 201 is pushed forward by a predetermined distance in the first direction, and again, by controlling the thrust The device 50 is supported by the adhesion of the third to sixth sections of the box culvert 206 and the pushing device 30 to push the second section of the box culvert 202 to advance a predetermined distance in the first direction; likewise, until the thrusting device 50 is in the sixth section The adhesion of the culvert 206 and the pushing device 30 is a support, pushing the fifth section of the box culvert 205 to advance a predetermined distance in the first direction, and then controlling the pushing device 30 to push the sixth section of the box culvert 206 to advance in the first direction, and again controlling the thrust The device 50 pushes the second section of the box culvert 202 to advance in the first direction, and thus cycles one to many times until the first section of the box culvert 201 to the sixth section of the box culvert 206 moves to the final position shown in the figure, completing the entire multi-section box Trunk 20's relay push process, push all part of the construction End.
进一步地,一并参照图2、图18及图23所示,本实施例的每一箱涵20均设有至少一连接块21,拉力装置40的一端连接于一箱涵20的连接块21,另一端连接于与其相邻的另一箱涵20的连接块21。具体地,通过于每一箱涵20设置至少一连接块21,以及,拉力装置40的两端分别连接于二相邻的箱涵20的连接块21,该二相邻的箱涵20的连接块21设置为为拉力装置40的拉进过程提供支撑的着力点和拉动的受力点;更为具体地,以第一方向上排列的前一段箱涵20为支撑着力点,拉力装置40施力于后一段箱涵20,使得后一段箱涵20相对于前一段箱涵20产生位移,即,使得后一段箱涵20沿第一方向前行,进入顶推区16,为顶推装置30的顶推工作做准备。Further, as shown in FIG. 2, FIG. 18 and FIG. 23, each box culvert 20 of the present embodiment is provided with at least one connecting block 21, and one end of the tension device 40 is connected to the connecting block 21 of a box culvert 20. The other end is connected to the connection block 21 of another box culvert 20 adjacent thereto. Specifically, at least one connecting block 21 is disposed on each of the box culverts 20, and the two ends of the tensioning device 40 are respectively connected to the connecting blocks 21 of the two adjacent box culverts 20, and the connections of the two adjacent box culverts 20 are respectively connected. The block 21 is arranged to provide a supporting point and a pulling point for the pulling process of the tension device 40; more specifically, the front section of the box culvert 20 arranged in the first direction is a supporting point, and the pulling device 40 applies The rear section of the box culvert 20 is such that the rear section of the box culvert 20 is displaced relative to the front section of the box culvert 20, that is, the rear section of the box culvert 20 is advanced in the first direction and enters the pushing unit 16 as the pushing device 30. The push work is getting ready.
其中,连接块21可设置于箱涵20的内壁,可选地,如图2所示,连接块21设置于箱涵20内部的底壁,并且,连接块21设置为临时钢筋混凝土结构,以保证连接块21的强度;待连接块21使用结束后,可将连接块21拆除。Wherein, the connecting block 21 can be disposed on the inner wall of the box culvert 20, optionally, as shown in FIG. 2, the connecting block 21 is disposed on the bottom wall of the inside of the box culvert 20, and the connecting block 21 is set as a temporary reinforced concrete structure, The strength of the connection block 21 is ensured; after the use of the connection block 21 is completed, the connection block 21 can be removed.
进一步地,本实施例的拉力装置40包括至少一拉力索组件41和至少一拉力器42,拉力索组件41的一端连接于一箱涵20的连接块21,另一端可移动地贯穿与其相邻的另一箱涵20的连接块21,而与一拉力器42连接。具体地,以拉力器42所在的箱涵20的前一段箱涵20为支撑着力点,拉力器42抵持于对应的连接块21,并且拉动与其连接的拉力索组件41的一端,使得连接块21相对于拉力索组件41产生位移,即,使得该连接块21对应的箱涵20沿第一方向前行,进入顶推区16,为顶推装置30的顶推工作做准备。Further, the tension device 40 of the present embodiment includes at least one tension cable assembly 41 and at least one tension device 42. One end of the tension cable assembly 41 is connected to the connection block 21 of a box culvert 20, and the other end is movably penetrated adjacent thereto. The connection block 21 of the other box culvert 20 is connected to a tensioner 42. Specifically, the front section of the box culvert 20 of the box culvert 20 where the tensioner 42 is located is a supporting point, the tensioner 42 is abutted against the corresponding connecting block 21, and one end of the tension cable assembly 41 connected thereto is pulled, so that the connecting block 21 is opposite. The tension cable assembly 41 is displaced, that is, the corresponding box culvert 20 of the connecting block 21 is advanced in the first direction and enters the pushing region 16 to prepare for the pushing operation of the pushing device 30.
进一步地,一并参照图14、图18及图23,拉力器42包括第二千斤顶421,第二千斤顶421具有临近于与其对应的连接块21的第三夹紧部4211和与第三夹紧部4211相对设置的第四夹紧部4212,第三夹紧部4211和第四夹紧部4212均套设于一拉力索组件41,第三夹紧部4211握紧或松开于拉力索组件41,第四夹紧部4212握紧或松开于拉力索组件41。Further, referring to FIG. 14, FIG. 18 and FIG. 23, the tensioner 42 includes a second jack 421 having a third clamping portion 4211 and a portion adjacent to the connecting block 21 corresponding thereto. The third clamping portion 4212, the third clamping portion 4211 and the fourth clamping portion 4212 of the three clamping portions 4211 are respectively sleeved on a tension cable assembly 41, and the third clamping portion 4211 is gripped or loosened. The tension cable assembly 41, the fourth clamping portion 4212 is gripped or loosened by the tension cable assembly 41.
进一步地,本实施例的拉力索组件41包括多根拉力索(未图示),多根拉力索相互并排设置,且多根拉力索相互并排后呈近似圆柱形,即拉力索组件41的圆周有多根拉力索围合形成一圈,在拉力器42套设并锁紧于拉力索组件41时,可使得拉力器42的受力更佳,锁紧更加有效;可选地,拉力索为钢绞线,拉力索组件41由多根钢绞线相互绞合而成。Further, the tension cable assembly 41 of the present embodiment includes a plurality of tension cables (not shown), and the plurality of tension cables are arranged side by side, and the plurality of tension cables are adjacent to each other and are approximately cylindrical, that is, the circumference of the tension cable assembly 41. A plurality of tension cables are enclosed to form a ring. When the tensioner 42 is sleeved and locked to the tension cable assembly 41, the force of the tensioner 42 is better and the locking is more effective; optionally, the tension cable is a steel wire. The wire and tension cable assembly 41 is formed by twisting a plurality of steel strands with each other.
具体地,第三夹紧部4211与第四夹紧部4212均可通过自握紧的方式“握住”拉力索组件41,或者松开于拉力索组件41;箱涵20拉进过程中,第四夹紧部4212握紧于拉力索组件41而提供锁紧力,第三夹紧部4211松开于拉力索组件41,第二千斤顶421提供给与其对应的连接块21一推动力,通过连接块21拉动对应的箱涵20沿第一方向前进,从而实现以前一段箱涵20和抵持于该段箱涵20的顶推架组件32所提供的反力为支撑,拉动后一段箱涵20沿第一方向前进;第二千斤顶421拉动该后一段箱涵20之后,第三夹紧部4211握紧于拉力索组件41而提供一锁紧力,第四夹紧部4212松开于拉力索组件41以使第二千斤顶421的活塞回位,为下一次拉力工作做准备。Specifically, the third clamping portion 4211 and the fourth clamping portion 4212 can both "hold" the tension cable assembly 41 by self-grip, or loosen the tension cable assembly 41; during the pulling process of the box culvert 20, The fourth clamping portion 4212 is gripped by the tension cable assembly 41 to provide a locking force, the third clamping portion 4211 is loosened to the tension cable assembly 41, and the second jack 421 is provided to the corresponding connecting block 21 with a driving force. Pulling the corresponding box culvert 20 forward in the first direction through the connecting block 21, thereby realizing the back force provided by the previous section of the box culvert 20 and the pushing frame assembly 32 abutting the box culvert 20, and pulling the latter section The box culvert 20 advances in the first direction; after the second jack 421 pulls the rear section of the box culvert 20, the third clamping portion 4211 is gripped by the tension cable assembly 41 to provide a locking force, and the fourth clamping portion 4212 The tension cable assembly 41 is loosened to return the piston of the second jack 421 to prepare for the next pulling operation.
更为具体地,第四夹紧部4212与第二千斤顶421的活塞相连接,随活塞的运动而提升。活塞达到冲程最远端后,第三夹紧部4211收紧,第四夹紧部4212放松,活塞回位准备下一个循环。More specifically, the fourth clamping portion 4212 is coupled to the piston of the second jack 421 and lifts as the piston moves. After the piston reaches the farthest end of the stroke, the third clamping portion 4211 is tightened, the fourth clamping portion 4212 is relaxed, and the piston is returned to prepare for the next cycle.
需要说明的是,当箱涵20拉进过程完毕后,拉力装置40可拆卸下来,等待下一次箱涵20的拉进过程开始时,再进行安装及使用。It should be noted that, after the process of pulling the box culvert 20 is completed, the tension device 40 can be detached, and wait for the next pull-in process of the box culvert 20 to start installation and use.
进一步地,为了保证顶推装置30对箱涵20顶推的顺利进行,本实施例中导索组件121沿第一方向上的长度大于第二至第n段箱涵20中任一者沿第一方向上的长度。具体地,第一段箱涵201在顶推区16进行预制,因此第一段箱涵201只需通过顶推装置30沿第一方向顶推即可,因此,预制第一段箱涵201时,第一段箱涵201的预制位置可部分位于导索组件121的上方,其余部分位于工作平台10靠近隧道入口210的一端,因此,第一段箱涵201的沿第一方向上的长度可大于导索组件121沿第一方向上的长度。当然可以理解的,第一段箱涵201的沿第一方向上的长度亦可小于或者等于导索组件121沿第一方向上的长度。以及,由于第二至第n段箱涵20中的任意一者均需经过预制过程、拉力装置40的拉进过程、顶推装置30的顶推过程,故,在第二至第n段箱涵20中的任意一者,由拉力装置40的拉进过程转向顶推装置30的顶推过程时,均需将顶推装置30移动并安装于该段箱涵20的尾端,并且由于顶推装置30和导索组件121的限制,第二至第n段箱涵20中任一者沿第一方向上的长度均小于导索组件121沿第一方向上的长度。Further, in order to ensure the smooth pushing of the box culvert 20 by the pushing device 30, the length of the cable assembly 121 in the first direction is greater than the second to the nth box culvert 20 in the present embodiment. The length in one direction. Specifically, the first section of the box culvert 201 is prefabricated in the jacking zone 16, so that the first section of the box culvert 201 can be pushed up in the first direction only by the pushing device 30. Therefore, when the first section of the box culvert 201 is prefabricated The prefabricated position of the first section of the box culvert 201 may be partially located above the cable assembly 121, and the remaining part is located at one end of the working platform 10 near the tunnel entrance 210. Therefore, the length of the first section of the box culvert 201 in the first direction may be Greater than the length of the cable assembly 121 in the first direction. It can be understood that the length of the first length of the box culvert 201 in the first direction can also be less than or equal to the length of the cable assembly 121 in the first direction. And, since any one of the second to nth sections of the box culvert 20 needs to pass through the prefabrication process, the pulling process of the tension device 40, and the pushing process of the pushing device 30, in the second to nth box When any one of the culverts 20 is turned to the pushing process of the pushing device 30 by the pulling process of the pulling device 40, the pushing device 30 needs to be moved and installed at the tail end of the box culvert 20, and Limiting the pushing device 30 and the cable assembly 121, the length of any of the second through n-th box culverts 20 in the first direction is less than the length of the cable assembly 121 in the first direction.
进一步地,为了保证推力装置50提供稳定的推动力,推力装置50包括至少一第三千斤顶(未图示),第三千斤顶位于二相邻的箱涵20之间,且第三千斤顶的两端分别抵持或连接于二相邻的箱涵20。可选地,每一箱涵20的沿第一方向上的首部和尾部分别设置有相适配的预留槽位(未图示),以设置为在后一段箱涵20的首部移动至前一段箱涵20的尾部时,将至少一第三千斤顶安装于该预留槽位内;箱涵20的所有推进步骤均结束并开始进行箱涵20连接浇筑时,对该预留槽位处进行浇筑密封。具体地,推力装置50推进过程中,以后面的箱涵20及顶推装置30提供的反力为支撑力,利用第三千斤顶将前一段箱涵20向前推进。具体应用中,第三千斤顶的两端均抵持于二相邻的箱涵20之间;或者,第三千斤顶的一端抵持于二相邻的箱涵20两者中之一者,另一端连接于该两者之另一者;或者,第三千斤顶的两端均连接于二相邻的箱涵20之间,当然了,具体应用中可根据实际情况进行设置,在此不作特殊限定。Further, in order to ensure that the thrust device 50 provides a stable driving force, the thrust device 50 includes at least one third jack (not shown), the third jack is located between two adjacent box culverts 20, and the third Both ends of the jack are respectively abutted or connected to two adjacent box culverts 20. Optionally, the header and the tail of each box culvert 20 in the first direction are respectively provided with matching reserved slots (not shown) to be arranged to move to the front of the rear section of the box culvert 20 When a tail portion of the box culvert 20 is at least one third jack is installed in the reserved slot; when all the propulsion steps of the box culvert 20 are completed and the connection of the box culvert 20 is started, the reserved slot is Place the seal at the place. Specifically, during the pushing process of the thrust device 50, the reaction force provided by the rear box culvert 20 and the pushing device 30 is used as the supporting force, and the front portion of the box culvert 20 is advanced by the third jack. In a specific application, both ends of the third jack are resisted between two adjacent box culverts 20; or one end of the third jack is resisted by one of the two adjacent box culverts 20 The other end is connected to the other of the two; or, the two ends of the third jack are connected between the two adjacent box culverts 20, of course, the specific application can be set according to the actual situation. There is no particular limitation here.
进一步地,本实施例的工作平台10上设有润滑层,通过设置润滑层,减少箱涵20移动时箱涵20与地面之间的摩擦阻力,以减少动力机械设备的顶推力或者拉力,动力机械设备可实现小型化设置。可选地,润滑层由雪油和薄木板组成,当然了,具体应用中,润滑层还可采用其他具有润滑特性的材质,在此不做特殊限定。具体地,在箱涵20的预制工程开始前,先对工作平台10的场地进行清洁,随后在预制箱涵20的预制区域范围内均匀涂抹雪油,在雪油上覆盖薄木板,以减小箱涵20移动时箱涵20与工作平台10地面之间的摩擦阻力。Further, the working platform 10 of the embodiment is provided with a lubricating layer, and by providing a lubricating layer, the frictional resistance between the box culvert 20 and the ground when the box culvert 20 moves is reduced to reduce the top thrust or pulling force of the power mechanical device, and the power Mechanical equipment can be miniaturized. Optionally, the lubricating layer is composed of snow oil and thin wood board. Of course, in the specific application, the lubricating layer may also adopt other materials having lubricating properties, which are not particularly limited herein. Specifically, before the start of the prefabrication of the box culvert 20, the site of the work platform 10 is cleaned, and then the snow oil is uniformly applied in the prefabricated area of the prefabricated box culvert 20, and the thin oil is covered on the snow oil to reduce The frictional resistance between the box culvert 20 and the ground of the work platform 10 when the box culvert 20 moves.
可选地,第一千斤顶31、第二千斤顶421及第三千斤顶均采用液压千斤顶;具体地,第一千斤顶31、第二千斤顶421及第三千斤顶所形成的液压系统,均采用电子技术控制。更为可选地,第一千斤顶31、第二千斤顶421及第三千斤顶的数量可为一至多个。可选地,第一千斤顶31、第二千斤顶421及第三千斤顶的数量均为多个,通过采用电子技术控制及时地控制各个第一千斤顶31的油压泵的荷载,以保持对应的箱涵20位移的同步,并可以实时记录每个活塞的行程;或者,通过采用电子技术控制及时地控制各个第二千斤顶421的油压泵的荷载,以保持对应的箱涵20位移的同步,并可以实时记录每个活塞的行程;或者,通过采用电子技术控制及时地控制各个第三千斤顶的油压泵的荷载,以保持对应的箱涵20位移的同步,并可以实时记录每个活塞的行程。Optionally, the first jack 31, the second jack 421, and the third jack are all hydraulic jacks; specifically, the first jack 31, the second jack 421, and the third jack The resulting hydraulic system is controlled by electronic technology. More optionally, the number of the first jack 31, the second jack 421, and the third jack may be one or more. Optionally, the number of the first jack 31, the second jack 421, and the third jack are multiple, and the hydraulic pump of each first jack 31 is controlled in time by electronic technology control. The load is used to keep the corresponding displacement of the tank culvert 20 synchronized, and the stroke of each piston can be recorded in real time; or, by using electronic technology control, the load of the hydraulic pump of each second jack 421 can be controlled in time to maintain the corresponding The 20-cylinder displacement of the box culvert can be recorded in real time, or the stroke of each piston can be recorded in real time; or, by using electronic technology control, the load of the hydraulic pump of each third jack can be controlled in time to maintain the displacement of the corresponding tank culvert 20 Synchronized and the stroke of each piston can be recorded in real time.
以上所述仅为本申请的优选实施例,并非因此限制本申请的专利范围,凡是在本申请的发明构思下,利用本申请说明书及附图内容所作的等效结构变换,或直接/间接运用在其他相关的技术领域均包括在本申请的专利保护范围内。The above description is only a preferred embodiment of the present application, and is not intended to limit the scope of the patents of the present application, and the equivalent structural transformation, or direct/indirect use, of the present application and the contents of the drawings is used in the present invention. All other related technical fields are included in the patent protection scope of the present application.

Claims (15)

  1. 一种具有顶推架组件的箱涵中继顶推系统,设置为将箱涵顶推进隧道,其中,包括与隧道入口相邻设置的工作平台、位于所述工作平台上的至少两段箱涵,定义所述箱涵顶推进入隧道的方向为第一方向,定义沿所述第一方向相反的第二方向排列的箱涵分别为第一段箱涵、...及第n段箱涵,n≥2,所述第一段箱涵和第二段箱涵最先于所述工作平台上间隔预制,第一段箱涵和第二段箱涵均沿第一方向前进之后,第三段箱涵于所述第二段箱涵的最初位置进行预制,至第一段箱涵到第n-1段箱涵均沿第一方向前进之后,第n段箱涵于所述第二段箱涵的最初位置进行预制,所述箱涵中继顶推系统还包括设置为顶推位于隧道入口前的箱涵的至少一顶推装置、设置为将第二至第n段箱涵沿第一方向拉动的至少一拉力装置及设置为将已部分或者全部进入隧道入口的箱涵沿第一方向推动的至少一推力装置,所述拉力装置连接于二相邻的箱涵之间,所述推力装置设置于二相邻的箱涵之间; A box culvert relay jacking system with a pusher frame assembly, configured to propel a tank culvert into a tunnel, wherein a working platform disposed adjacent to the tunnel entrance, and at least two tank culverts located on the working platform Defining a direction in which the box culvert is pushed into the tunnel as a first direction, and defining a box culvert arranged in a second direction opposite to the first direction as a first section of the box culvert, ... and the nth section of the box culvert , n≥2, the first section of the box culvert and the second section of the box culvert are prefabricated first on the working platform, and the first section of the box culvert and the second section of the box culvert are both advanced in the first direction, third The section box is prefabricated at the initial position of the second section of the box culvert, and after the first section of the box culvert to the n-1th section of the box culvert is advanced in the first direction, the nth section of the box is culminated in the second section The initial position of the box culvert is prefabricated, and the box culvert relay pushing system further comprises at least one pushing device arranged to push the box culvert in front of the tunnel entrance, and is arranged to pass the second to the nth box culvert At least one tension device pulled in one direction and a box culvert arranged to enter part or all of the tunnel entrance At least a first direction of thrust of pushing, pulling means connected between said two adjacent box culvert, said thrust means disposed between two adjacent box culvert;
    所述工作平台凹设有至少一顶推槽,所述箱涵中继顶推系统还包括至少一沿第一方向设于所述顶推槽的相对两端壁的导索组件;The working platform is recessed with at least one pushing groove, and the box culvert relay pushing system further comprises at least one guiding cable assembly disposed on opposite end walls of the pushing groove in a first direction;
    所述顶推装置包括套设于所述导索组件的至少一第一千斤顶、及连接于所述第一千斤顶和与其对应的箱涵之间的顶推架组件,所述顶推架组件部分容纳于所述顶推槽,所述顶推架组件容纳于所述顶推槽的部分开设有至少一导索过孔,所述导索组件穿过所述导索过孔,并搭载所述顶推架组件,所述顶推架组件显露出所述顶推槽的部分抵持或连接于所述箱涵。The pushing device includes at least one first jack sleeved on the cable assembly, and a pusher frame assembly connected between the first jack and a corresponding box culvert, the top The pusher assembly portion is received in the push-pull slot, and the portion of the push-pull frame assembly received in the push-pull slot is provided with at least one guide via, and the cable assembly passes through the guide via. And carrying the push-pull frame assembly, the push-pull frame assembly revealing a portion of the push-pull groove abutting or connecting to the box culvert.
  2. 如权利要求1所述的箱涵中继顶推系统,其中,每一箱涵均设有至少一推块结构,所述箱涵中继顶推系统还包括连接所述推块结构和所述顶推架组件的至少一连接组件,所述连接组件的一端固定或抵持于所述推块结构远离所述顶推架组件的表面,另一端依次贯穿该推块结构和顶推架组件露出所述顶推槽的部分后固定或抵持于所述顶推架组件远离所述推块结构的表面。The box culvert relay jacking system according to claim 1, wherein each box culvert is provided with at least one push block structure, and the box culvert relay jacking system further comprises connecting the push block structure and the At least one connecting component of the pusher frame assembly, one end of the connecting component is fixed or resisted to the surface of the push block structure away from the pusher frame assembly, and the other end is sequentially exposed through the push block structure and the pusher frame assembly A portion of the thrust groove is post-fixed or resisted from the surface of the pusher frame assembly away from the push block structure.
  3. 如权利要求2所述的箱涵中继顶推系统,其中,所述顶推架组件显露出所述顶推槽的部分开设有至少一连接过孔,所述连接组件的一端固定或抵持于一推块结构远离顶推架组件的表面,另一端依次贯穿该推块结构和所述连接过孔后固定或抵持于所述连接过孔远离所述推块结构的一端的孔壁周缘。The box culvert relay jacking system according to claim 2, wherein the pusher frame assembly exposes a portion of the pushing groove and at least one connecting through hole, and one end of the connecting component is fixed or resisted The push block structure is away from the surface of the pusher frame assembly, and the other end penetrates the push block structure and the connecting via hole in sequence, and then fixes or abuts against the periphery of the hole wall of the connecting via hole away from the end of the push block structure. .
  4. 如权利要求3所述的箱涵中继顶推系统,其中,所述连接组件包括抵持于所述连接过孔远离所述推块结构的一端的孔壁周缘的至少一安装垫、及至少二间隔设置的连接件,每一连接件的一端抵持于所述推块结构远离所述顶推架组件的表面,另一端依次贯穿所述推块结构、连接过孔及安装垫,并抵持于所述安装垫远离所述顶推架组件的表面。The box culvert relay jacking system according to claim 3, wherein said connecting assembly comprises at least one mounting pad that abuts a periphery of said hole wall of said connecting via away from said one end of said push block structure, and at least Two spaced apart connecting members, one end of each connecting member abutting against the surface of the pushing block structure away from the pusher frame assembly, and the other end sequentially penetrates the push block structure, the connecting through hole and the mounting pad, and Holding the mounting mat away from the surface of the pusher frame assembly.
  5. 如权利要求1所述的箱涵中继顶推系统,其中,所述箱涵中继顶推系统还包括至少一可移动地设于所述顶推槽的移动机构,所述第一千斤顶搭载于所述移动机构,且/或,The box culvert relay jacking system of claim 1 further comprising at least one moving mechanism movably disposed in said jacking slot, said first jack Mounted on the moving mechanism and/or
    所述第一千斤顶具有临近于所述顶推架组件的第一夹紧部和与所述第一夹紧部相对设置的第二夹紧部,所述第一夹紧部和第二夹紧部均套设于一导索组件,所述第一夹紧部握紧或松开于所述导索组件,所述第二夹紧部握紧或松开于所述导索组件。The first jack has a first clamping portion adjacent to the pusher frame assembly and a second clamping portion disposed opposite the first clamping portion, the first clamping portion and the second clamping portion The clamping portion is sleeved on a cable assembly, the first clamping portion is gripped or loosened to the cable assembly, and the second clamping portion is gripped or loosened to the cable assembly.
  6. 如权利要求2所述的箱涵中继顶推系统,其中,每一箱涵均具有通道,所述推块结构设于所述通道的底壁;且/或,The box culvert relay jacking system according to claim 2, wherein each box culvert has a passage, and the push block structure is disposed at a bottom wall of the passage; and/or
    每一箱涵靠近所述顶推装置的端部还凸设有至少一受力凸台,所述顶推装置抵持于所述受力凸台。At least one force receiving boss is protruded from an end of each box culvert near the pushing device, and the pushing device abuts against the force receiving boss.
  7. 如权利要求1所述的箱涵中继顶推系统,其中,每一箱涵均设有至少一连接块,所述拉力装置的一端连接于一箱涵的连接块,另一端连接于与其相邻的另一箱涵的连接块。The box culvert relay jacking system according to claim 1, wherein each box culvert is provided with at least one connecting block, one end of the tensioning device is connected to a connecting block of a box culvert, and the other end is connected to the connecting block. The connection block of another box culvert adjacent to it.
  8. 如权利要求2所述的箱涵中继顶推系统,其中,每一箱涵均设有至少一连接块,所述拉力装置的一端连接于一箱涵的连接块,另一端连接于与其相邻的另一箱涵的连接块。The box culvert relay jacking system according to claim 2, wherein each box culvert is provided with at least one connecting block, one end of the tensioning device is connected to a connecting block of a box culvert, and the other end is connected to the connecting block. The connection block of another box culvert adjacent to it.
  9. 如权利要求3所述的箱涵中继顶推系统,其中,每一箱涵均设有至少一连接块,所述拉力装置的一端连接于一箱涵的连接块,另一端连接于与其相邻的另一箱涵的连接块。The box culvert relay jacking system according to claim 3, wherein each box culvert is provided with at least one connecting block, one end of the tensioning device is connected to a connecting block of a box culvert, and the other end is connected to the connecting block. The connection block of another box culvert adjacent to it.
  10. 如权利要求4所述的箱涵中继顶推系统,其中,每一箱涵均设有至少一连接块,所述拉力装置的一端连接于一箱涵的连接块,另一端连接于与其相邻的另一箱涵的连接块。The box culvert relay jacking system according to claim 4, wherein each box culvert is provided with at least one connecting block, one end of the tensioning device is connected to a connecting block of a box culvert, and the other end is connected to the connecting block. The connection block of another box culvert adjacent to it.
  11. 如权利要求5所述的箱涵中继顶推系统,其中,每一箱涵均设有至少一连接块,所述拉力装置的一端连接于一箱涵的连接块,另一端连接于与其相邻的另一箱涵的连接块。The box culvert relay jacking system according to claim 5, wherein each box culvert is provided with at least one connecting block, one end of the tensioning device is connected to a connecting block of a box culvert, and the other end is connected to the connecting block. The connection block of another box culvert adjacent to it.
  12. 如权利要求6所述的箱涵中继顶推系统,其中,每一箱涵均设有至少一连接块,所述拉力装置的一端连接于一箱涵的连接块,另一端连接于与其相邻的另一箱涵的连接块。The box culvert relay jacking system according to claim 6, wherein each of the box culverts is provided with at least one connecting block, one end of the tensioning device is connected to the connecting block of a box culvert, and the other end is connected to the connecting block. The connection block of another box culvert adjacent to it.
  13. 如权利要求7所述的箱涵中继顶推系统,其中,所述拉力装置包括至少一拉力索组件和至少一拉力器,所述拉力索组件的一端连接于一箱涵的连接块,另一端可移动地贯穿与其相邻的另一箱涵的连接块,而与一拉力器连接。A box culvert relay jacking system according to claim 7, wherein said tensioning device comprises at least one tension cable assembly and at least one tension device, one end of said tension cable assembly being connected to a connecting block of a box culvert and the other end The connecting block of the other box culvert adjacent thereto is movably connected to a tensioner.
  14. 如权利要求13所述的箱涵中继顶推系统,其中,所述拉力索组件包括多根拉力索,所述多根拉力索相互并排设置;且/或,The box culvert relay jacking system according to claim 13, wherein the tension cable assembly comprises a plurality of tension cables, the plurality of tension cables are arranged side by side; and/or
    所述拉力器包括第二千斤顶,所述第二千斤顶具有临近于与其对应的连接块的第三夹紧部和与所述第三夹紧部相对设置的第四夹紧部,所述第三夹紧部和第四夹紧部均套设于一拉力索组件,所述第三夹紧部握紧或松开于所述拉力索组件,所述第四夹紧部握紧或松开于所述拉力索组件。The tensioner includes a second jack having a third clamping portion adjacent to the connecting block corresponding thereto and a fourth clamping portion disposed opposite to the third clamping portion, The third clamping portion and the fourth clamping portion are both sleeved on a tension cable assembly, the third clamping portion is gripped or loosened on the tension cable assembly, and the fourth clamping portion is gripped or Loosen the tension cable assembly.
  15. 如权利要求1所述的箱涵中继顶推系统,其中,所述导索组件包括多根导索,所述多根导索相互并排设置;且/或,The box culvert relay jacking system according to claim 1, wherein the cable assembly comprises a plurality of guide wires, the plurality of guide wires are arranged side by side; and/or
    所述导索组件沿第一方向上的长度大于第二至第n段箱涵中任一者沿第一方向上的长度;且/或,The length of the guide cable assembly in the first direction is greater than the length of the second to the nth segment of the box culvert in the first direction; and/or
    所述工作平台还设有预制区,所述预制区与所述顶推槽远离隧道入口的一端相邻设置,或者所述预制区位于所述顶推槽远离隧道入口的一端;且/或,The working platform is further provided with a prefabricated area, the prefabricated area is disposed adjacent to an end of the pushing groove away from the tunnel entrance, or the prefabricated area is located at an end of the pushing groove away from the tunnel entrance; and/or
    所述推力装置包括至少一第三千斤顶,所述第三千斤顶位于二相邻的箱涵之间,且所述第三千斤顶的两端分别抵持或连接于二相邻的箱涵;且/或,The thrust device includes at least one third jack, the third jack is located between two adjacent box culverts, and two ends of the third jack are respectively respectively resisted or connected to two adjacent Box culvert; and/or,
    所述工作平台上设有润滑层。 The working platform is provided with a lubricating layer.
PCT/CN2018/088424 2017-10-19 2018-05-25 Interjack station-based box culvert jacking system having jacking frame assembly WO2019076055A1 (en)

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