CN107762520A - Box culvert relaying pushing tow system with box culvert bridging arrangement - Google Patents

Abstract

The present invention discloses a kind of box culvert relaying pushing tow system with box culvert bridging arrangement.Wherein, the box culvert relays pushing tow system, for box culvert pushing tow to be entered into tunnel, including the workbench being disposed adjacent with tunnel portal, at least two sections of box culverts on the workbench, box culvert relaying pushing tow system also includes being used at least thrustor that pushing tow is located at the box culvert before tunnel portal, for at least puller system for pulling the second to the n-th section of box culvert in the first direction and at least thrust device for some or all of box culvert into tunnel portal to be promoted, the thrustor is located at the workbench, and support or be connected to a box culvert, the puller system is connected between two adjacent box culverts, the thrust device is arranged between two adjacent box culverts.Box culvert relaying pushing tow system of the present invention can be applied to the Tunnel Passing of narrow construction site, realize plant equipment miniaturization and set.

Description

Box culvert relaying pushing tow system with box culvert bridging arrangement

Technical field

The present invention relates to box culvert pushing tow tunneling technique field, more particularly to a kind of box culvert relaying with box culvert bridging arrangement Pushing tow system.

Background technology

Under the complicated environmental condition of city, tend not to, according only to the simple selection construction method of geological hydrology condition, go back Consider many factors such as city integrated planning, the influence of existing facility, environmental safety requirements.

In existing tunnel crossing technology, the construction technology that can adapt to city condition mainly has shield tunnel construction, tunneling Constructing tunnel and box culvert incremental launching construction etc..

First, shield method：

Mainly applicable environment place：Clay, fine sand, using earth pressure balanced shield, EPBS；Sand, rubble pebble layer, using mud Water balance shield；Advantage：Ground influence is small, and mechanization degree is high, and safety, labor strength is low, and progress is fast；Shortcoming：Machinery Equipment is complicated, and expensive, construction technology is numerous, professional construction troop.

Second, subsurface excavation method：

Mainly applicable environment place：Preferable rock stratum, using drilling and blasting method；Poor rock stratum, soil layer have sternly to construction disturbance Lattice requirement, using power auger play；Advantage：Mechanization degree is low, and labor intensity is high, bad environments, and risk is big；Shortcoming：Except enclosing Rock is especially loose or vibration control requires high, generally use drilling and blasting method；Buried depth is shallower or needs when country rock is poor with pipe canopy etc. Method is reinforced to the soil body；Constructed for heavy in section tunnel according to geological conditions from partial excavation method；Wherein, shallow buried covered excavation Method is to carry out a kind of method of all kinds underground chamber boring construction in the underground nearer apart from earth's surface.In cities and towns weak surrounding rock In stratum, the constructing underground building under the conditions of shallow embedding, premised on transforming geological conditions, to control ground settlement to attach most importance to, with Grid (or other steel constructions) and spray anchor are used as preliminary bracing means, according to " advanced, the tight slip casting of pipe, short excavation, strong supporting, soon 18 word principles of closing, diligent measurement " are constructed.

3rd, box culvert incremental launching method：

Mainly applicable environment place：Soft stratum and loose wall rock；Advantage：Ground influences small, mechanization degree height, peace Entirely, labor strength is low, and progress is fast；Shortcoming：Plant equipment is complicated, and expensive, construction technology is numerous, professional construction troop.

By taking China Hongkong as an example, the engineering geological condition of Hongkong is more complicated, and petrofacies and complex lithology are changeable, Rock decay is serious, and weathered zone is crisscross, in net distribution；Hongkong it is widely distributed colluvial, the slope since the Quaternary Period Product, alluviation, proluvial and littoral sediment are covered；Meanwhile Hongkong mountain region area coverage is wide, a large amount of urban lands are by filling out sea Epeirogenetic.Under such city complicated environmental condition, Tunnel Passing construction can run into many different situations.For example pass through Back fill course, mud, the stratum of the rich groundwaters such as seashore is passed through, pass through liquescent loosening sand layer；Pass through existing pipe Below line facility, pass through near existing pile foundation plinth, pass through below existing road and rail, pass through below the infrastructure such as existing tunnel Etc..

With the needs that modern city develops, the existing facility of increasing heavy in section Tunnel Passing, pass through it is complicated multiple The situation for closing stratum can occur in succession in different regions, different cities surely.Box culvert incremental launching method is adapted to various geological conditions, especially It is for scall, and traditional subsurface excavation method tunnel needs strict gib, and box culvert incremental launching method can utilize prefabricated box culvert pair Excavate hole body to be supported, greatly simplifie support work, and the security of construction can be ensured.Therefore, in order to not block Existing installation fishery, under conditions of reducing on the influence of existing facility, ensureing existing facility continued operation, quickly and safely complete multiple Heavy in section Tunnel Passing under miscellaneous geological conditions, box culvert push construction method are particularly important.

The heavy in section box culvert incremental launching method generally use of prior art be single-unit box culvert once complete it is prefabricated, once complete top Crossing-river tunnel is pushed away, it at least has following defect：

First, existing heavy in section box culvert incremental launching method is once prefabricated, i.e. disposably pre- according to the length in tunnel to be traversed System completes complete single-unit box culvert, it is desirable to provide box culvert precasting yard space requirement it is larger, therefore, narrow construction field can not be met The requirement on ground；

Second, existing pushing tow of heavy in section box culvert incremental launching method is the section for completing Tunnel Passing, once prefabricated completion Completely the size of box culvert, weight etc. are larger, therefore, the jacking force that the plant equipment required by pushing tow provides is larger, the machine used Tool equipment is more large-scale.

The content of the invention

The main object of the present invention is to provide a kind of box culvert relaying pushing tow system with box culvert bridging arrangement, it is intended to solves The problem of box culvert incremental launching method can not meet the requirement of narrow construction site, and the plant equipment used is more large-scale, this hair The bright relaying pushing tow of the box culvert with box culvert bridging arrangement system can be applied to the Tunnel Passing of narrow construction site, and realize The setting of plant equipment miniaturization, reduce equipment and technology requirement, lifting means stability.

To achieve the above object, the box culvert relaying pushing tow system proposed by the present invention with box culvert bridging arrangement, for inciting somebody to action Box culvert pushing tow enters tunnel, including be disposed adjacent with tunnel portal workbench, at least two sections on the workbench Box culvert, the direction for defining the box culvert pushing tow into tunnel is first direction, is defined along the opposite second party of the first direction To the box culvert being arranged in order be respectively first paragraph box culvert ... and n-th section of box culvert, n >=2, the first paragraph box culvert and second segment case Contain it is most prefabricated prior to being spaced on the workbench, after first paragraph box culvert and second segment box culvert advance in the first direction, the Three sections of box culverts are prefabricated in the original position progress of the second segment box culvert, to first paragraph box culvert to (n-1)th section of box culvert along first After direction is advanced, n-th section of box culvert carries out prefabricated, the box culvert relaying pushing tow system in the original position of the second segment box culvert Also include being used for pushing tow be located at the box culvert before tunnel portal an at least thrustor, for by the second to the n-th section of box culvert along the One direction pull an at least puller system and for by some or all of box culvert into tunnel portal in the first direction At least thrust device promoted, the thrustor is located at the workbench, and supports or be connected to a box culvert, the drawing Power apparatus is connected between two adjacent box culverts, and the thrust device is arranged between two adjacent box culverts；

The afterbody of each box culvert be provided with for in the first direction on latter section of box culvert overlap joint skirtboard.

Alternatively, the first paragraph box culvert in the first direction on front end be provided with protective cover；And/or

The outer wall of each box culvert is interval with multiple groutnicks, and each box culvert is interval with multiple run through in it The grout pipe of wall and outer wall, the grout pipe connect with the groutnick；And/or

Junction between every two adjacent box culverts is provided with multiple sealing rods.

Alternatively, the workbench is arranged with an at least pushing tow groove, be provided with the first direction in the pushing tow groove to A few guide rail, the thrustor are located at the guide rail.

Alternatively, the guide rail includes dragline component, and the both ends of the dragline component are connected to the relative of pushing tow groove End walls, one end of the thrustor are sheathed on the dragline component, and the other end is held in a box culvert.

Alternatively, the dragline component includes more draglines, and the more draglines are mutually arranged side by side；And/or

The thrustor includes at least one first jack for being sheathed on the dragline component and connection or is held in institute State the pushing frame component between the first jack and corresponding box culvert.

Alternatively, when at least one first jack and connection of the thrustor including being sheathed on the dragline component Or when being held in the pushing frame component between first jack and corresponding box culvert, first jack, which has, to be faced The second clamping section for being bordering on the first clamping section of the pushing frame component and being oppositely arranged with first clamping section, described first Clamping section and the second clamping section are sheathed on a dragline component, and first clamping section is held with a firm grip or unclamped in the dragline component, Hold with a firm grip or unclamp in the dragline component in second clamping section.

Alternatively, each box culvert is equipped with an at least contiguous block, and one end of the puller system is connected to the company of a box culvert Block is connect, the other end is connected to the contiguous block of another box culvert adjacent thereto.

Alternatively, the puller system includes at least a pulling force rope component and at least a chest expander, the pulling force rope component One end be connected to the contiguous block of a box culvert, the other end movably runs through the contiguous block of another box culvert adjacent thereto, and with One chest expander connects.

Alternatively, the pulling force rope component includes more Gen Lalisuo, and more Gen Lalisuo are mutually arranged side by side；And/or

The chest expander includes the second jack, and second jack has be close in corresponding contiguous block the Three clamping sections and the 4th clamping section being oppositely arranged with the 3rd clamping section, the 3rd clamping section and the 4th clamping section cover Located at a pulling force rope component, the 3rd clamping section is held with a firm grip or unclamped and held with a firm grip in the pulling force rope component, the 4th clamping section Or unclamp in the pulling force rope component.

Alternatively, the guide rail in the first direction on length be more than any one in the second to the n-th section of box culvert along first party Upward length；And/or

The workbench is additionally provided with predefined region, and the predefined region is adjacent with the described one end of pushing tow groove away from tunnel portal Set, or the predefined region is located at the described one end of pushing tow groove away from tunnel portal；And/or

The thrust device includes at least one the 3rd jack, the 3rd jack between two adjacent box culverts, And the both ends of the 3rd jack support or are connected to respectively two adjacent box culverts；And/or

The workbench is provided with lubricating layer.

Workbench is disposed adjacent with tunnel portal in box culvert relaying pushing tow system of the present invention with box culvert bridging arrangement, Box culvert is located on workbench, and thrustor is located at workbench and is held in a box culvert, and it is adjacent that puller system is connected to two Between box culvert, thrust device is arranged between two adjacent box culverts, wherein, thrustor is used to promote box culvert in workbench Move along the first direction；Puller system is used for the adhesive force with the last period box culvert and the thrustor for supporting or being connected to the box culvert For support, latter section of box culvert is pulled to advance in the first direction；Thrust device, for latter section of box culvert and to support or be connected to case The adhesive force of the thrustor of culvert is support, promotes the last period box culvert to advance in the first direction.The present invention has box culvert overlap joint knot The box culvert of structure relays pushing tow system by setting a set of independent puller system, and the second to the n-th section of prefabricated box culvert is pre- from its Region processed is pulled to the pushing tow region of thrustor, and the second to the n-th is extended to so as to avoid the pushing tow region of thrustor The situation of the rear end of the preform region of section box culvert, so as to shorten the length in the pushing tow region of thrustor, reduces equipment and removes Long-distance and the quantities of construction；Also, compared to traditional box culvert incremental launching method using once it is prefabricated, once complete applying for pushing tow Work technology, box culvert difference is prefabricated, is segmented box culvert using being segmented for box culvert relaying pushing tow system of the present invention with box culvert bridging arrangement The construction technology promoted successively, the thrust that the plant equipment needed for it provides have obtained largely reducing, and realize machinery The setting of device miniaturization, and reduce equipment and technology requirement, lifting means stability.

And the afterbody of each box culvert be provided with for in the first direction on latter section of box culvert overlap joint skirtboard, By each box culvert afterbody set skirtboard, ensure box culvert pushing tow during do not have debris, chip is fallen into inside box culvert, pushing up After knot beam, the front end of the skirtboard and latter section of box culvert of each box culvert afterbody is overlapped, to close possibility between adjacent box culvert The space of appearance.

Specifically, the box culvert relaying pushing tow system that the present invention has box culvert bridging arrangement can be applied to heavy in section, super large section In the box culvert incremental launching construction in face, tunneling top is supported into the box culvert in tunnel using the pipe canopy of advance support, pushing tow The soil body in portion, the sedimentation in boundary of works area can be effectively controlled, meet the construction requirement of strict control surface subsidence, especially Ground, under the loose weak geological conditions such as reclaimation area, caving in risk greatly using the shallow mining method hole body of routine, it is necessary to a large amount of Gib, therefore, box culvert of the present invention relaying pushing tow system is greatly simple while construction quality and tunnel safety is ensured Changed support work, saved among existing subsurface excavation method, install tunnel spray anchor supporting and interim steel structure support engineering when Between and expense.And the Tunnel Engineering of existing infrastructure is worn under, the segmentation that box culvert relaying pushing tow system of the present invention uses Box culvert pushing tow technology significantly reduces the influence to the operation of existing ground installation.In addition, box culvert relaying pushing tow system of the present invention, The prefabricated work of the reinforced concrete structures such as platform, box culvert is operated before excavating and in digging process, without Tunnelling starts structure construction again after completing, and shortens the overall duration, has prominent economic benefit.And this hair Camera-lucida contains relaying pushing tow system, using thrustor, the motive power machine equipment of three kinds of different-effects of puller system and thrust device, Realize the segmented prefabricated and pushing tow in small space, the technology can be applied to more various construction site and more Extensive geological conditions, therefore, there is great promotional value.

Brief description of the drawings

In order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing There is the required accompanying drawing used in technology description to be briefly described, it should be apparent that, drawings in the following description are only this Some embodiments of invention, for those of ordinary skill in the art, on the premise of not paying creative work, can be with Structure according to these accompanying drawings obtains other accompanying drawings.

Fig. 1 is that the structure at a visual angle of the embodiment of box culvert relaying pushing tow system one that the present invention has box culvert bridging arrangement is shown It is intended to；

Fig. 2 is the partial enlarged drawing at A in Fig. 1；

Fig. 3 is the structural representation at another visual angle of the box culvert relaying pushing tow system shown in Fig. 1；

Fig. 4 is the partial enlarged drawing at B in Fig. 3；

Fig. 5 is the structural representation at the another visual angle of the box culvert relaying pushing tow system shown in Fig. 1；

Fig. 6 is the partial enlarged drawing at C in Fig. 5；

Fig. 7 is that there is the present invention box culvert of box culvert bridging arrangement to relay the part assembling structure in the embodiment of pushing tow system one Schematic diagram；

Fig. 8 joint detail structure charts between the bottom plate of box culvert adjacent in the box culvert relaying pushing tow system of the present invention；

Fig. 9 joint detail structure charts between the top plate of box culvert adjacent in the box culvert relaying pushing tow system of the present invention；

Figure 10 is the partial enlarged drawing at D in Fig. 7；

Figure 11 is that there is the present invention box culvert of box culvert bridging arrangement to relay the first jack in the embodiment of pushing tow system one Structural representation；

Figure 12 be the present invention have the box culvert of box culvert bridging arrangement relay in the embodiment of pushing tow system one second jack with The structural representation of one contiguous block connection；

Figure 13 be Fig. 1 shown in box culvert relay pushing tow system top view in Starting Well in workbench structural representation Figure；

The step of Figure 14 is the course of work that box culvert of the present invention relays pushing tow system one；

The step of Figure 15 is the course of work that box culvert of the present invention relays pushing tow system two；

The step of Figure 16 is the course of work that box culvert of the present invention relays pushing tow system three；

The step of Figure 17 is the course of work that box culvert of the present invention relays pushing tow system four；

The step of Figure 18 is the course of work that box culvert of the present invention relays pushing tow system five；

The step of Figure 19 is the course of work that box culvert of the present invention relays pushing tow system six；

The step of Figure 20 is the course of work that box culvert of the present invention relays pushing tow system seven；

The step of Figure 21 is the course of work that box culvert of the present invention relays pushing tow system eight；

The step of Figure 22 is the course of work that box culvert of the present invention relays pushing tow system nine；

The step of Figure 23 is the course of work that box culvert of the present invention relays pushing tow system ten；

The step of Figure 24 is the course of work that box culvert of the present invention relays pushing tow system 11.

Drawing reference numeral explanation：

The realization, functional characteristics and advantage of the object of the invention will be described further referring to the drawings in conjunction with the embodiments.

Embodiment

Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete Site preparation describes, it is clear that described embodiment is only the part of the embodiment of the present invention, rather than whole embodiments.Base Embodiment in the present invention, those of ordinary skill in the art obtained under the premise of creative work is not made it is all its His embodiment, belongs to the scope of protection of the invention.

It is to be appreciated that the directional instruction (such as up, down, left, right, before and after ...) of institute is only used in the embodiment of the present invention In explaining the relative position relation under a certain particular pose (as shown in drawings) between each part, motion conditions etc., if should When particular pose changes, then directionality instruction also correspondingly changes therewith.

In addition, the description for being related to " first ", " second " etc. in the present invention is only used for describing purpose, and it is not intended that referring to Show or imply its relative importance or imply the quantity of the technical characteristic indicated by indicating.Thus, " first ", " are defined At least one this feature can be expressed or be implicitly included to two " feature.In addition, the technical scheme between each embodiment can To be combined with each other, but must can be implemented as basis with those of ordinary skill in the art, when the combination of technical scheme occurs It is conflicting or will be understood that the combination of this technical scheme is not present when can not realize, also not in the protection model of application claims Within enclosing.

In the present invention, unless otherwise clearly defined and limited, term " connection ", " fixation " etc. should be interpreted broadly, For example, " fixation " can be fixedly connected or be detachably connected, or integrally；Can be mechanically connect or Electrical connection；Can be joined directly together, can also be indirectly connected by intermediary, can be the connection or two of two element internals The interaction relationship of individual element, limited unless otherwise clear and definite.For the ordinary skill in the art, can basis Concrete condition understands the concrete meaning of above-mentioned term in the present invention.

The present invention proposes a kind of box culvert relaying pushing tow system 100 with box culvert bridging arrangement.

Referring to figs. 1 to Figure 24, the box culvert with box culvert bridging arrangement that the present embodiment proposes relays pushing tow system 100, uses In the pushing tow of box culvert 20 is entered into tunnel 200, including be disposed adjacent with tunnel portal 210 workbench 10, positioned at workbench 10 At least two sections of box culverts 20 of top, the direction for defining the pushing tow of box culvert 20 into tunnel 200 is first direction, and definition is in the first direction The box culvert 20 that opposite second direction is arranged in order be respectively first paragraph box culvert 201 ... and n-th section of box culvert, n >=2, first paragraph Box culvert 201 and second segment box culvert 202 are most prefabricated prior to being spaced on workbench 10, first paragraph box culvert 201 and second segment box culvert 202 After advancing in the first direction, the 3rd section of box culvert 203 is prefabricated in the original position progress of second segment box culvert 202, to first paragraph After 201 to the (n-1)th section of box culvert of box culvert 20 advances in the first direction, n-th section of box culvert 20 is in the most initial position of second segment box culvert 202 Put and carry out prefabricated, box culvert relaying pushing tow system 100 also includes being used at least one that pushing tow is located at the box culvert 20 before tunnel portal 210 Thrustor 30, at least puller system 40 that pulls the second to the n-th section of box culvert 20 in the first direction and for by At least thrust device 50 that some or all of box culvert 20 into tunnel portal 210 promotes in the first direction, thrustor 30 are located at workbench 10, and support or be connected to a box culvert 20, and puller system 40 is connected between two adjacent box culverts 20, is pushed away Power apparatus 50 is arranged between two adjacent box culverts 20；The afterbody of each box culvert 20 be provided with for in the first direction on The skirtboard 61 that latter section of box culvert 20 overlaps.

Specifically, the main body of box culvert 20 is reinforced concrete structure.As shown in Fig. 1 to Figure 24, the box culvert 20 of the present embodiment Hop count be six sections, the box culvert 20 of pushing tow is respectively the box culvert of the present embodiment relaying pushing tow system 100 successively in the first direction：The One section of box culvert 201, second segment box culvert 202, the 3rd section of box culvert 203, the 4th section of box culvert 204, the 5th section of box culvert 205, the 6th section of case Contain 206.

More specifically, in order to facilitate the construction in the pushing tow tunnel 200 of box culvert 20, in the Xia Chuan areas of existing ground installation 350 Domain both sides need to do temporary shaft, corresponding levelling of the land work and stratum consolidation work；As shown in Figures 1 to 6, existingly The both sides of face facility 350 have excavated Starting Well 310 and have reached well 320 respectively, when tunnel 200 excavates, from the tunnel of Starting Well 310 Gradually tunnel at entrance 210, excavated after the completion of being passed through to tunnel 200 from tunnel exit 220 in arrival well 320, wherein, existingly Face facility 350 can be the existing ground installation of highway, railway etc., not do particular determination herein.The box culvert relaying top of the present invention The workbench 10 of pushing system 100 is the reinforced concrete floor of the predeterminated position cast in situs in Starting Well 310, and, top Each section of box culvert 20 in construction is pushed away, it is middle prefabricated using cast-in-situ steel reinforced concrete progress in Starting Well 310.

As shown in Figures 1 to 6, the side wall of Starting Well 310 and arrival well 320 is mounted on steel-pipe pile 340 and is used as supporting, with Ensure the equipment of construction site and the safety of personnel, it is ensured that incremental launching construction is normally carried out.

As shown in Figure 4 and Figure 6, the top that tunnel 200 excavates is preset with pipe canopy 330.Wherein, pipe canopy 330 is in tunnel 200 Excavate forward position tunnel excavation contour line outer rim, the row's steel pipe squeezed into by certain spacing level.Due to pipe canopy 330 in the earth formation Play camber effect and reinforce effect, can effectively share load caused by vault country rock, reduce excavation face earth layer in front and held The load received, so as to effectively constrain the deformation of country rock, the risk of vault sinking and excavation face unstability is substantially reduced, therefore, pipe Setting for canopy 330 can provide a kind of advance support to be excavated in the Portal Section soft stratum in tunnel 200.

There is the present invention box culvert of box culvert bridging arrangement to relay workbench 10 and tunnel portal 210 in pushing tow system 100 It is disposed adjacent, box culvert 20 is located on workbench 10, and thrustor 30 is located at workbench 10 and is held in a box culvert 20, pulling force Device 40 is connected between two adjacent box culverts 20, and thrust device 50 is arranged between two adjacent box culverts 20, the pushing tow of setting Device 30 is used to promote box culvert 20 to move along the first direction on workbench 10, and puller system 40 is used for the last period box culvert 20 The adhesive force of thrustor 30 with supporting or being connected to box culvert 20 is support, before pulling latter section of box culvert 20 in the first direction Enter；Thrust device 50, for using the adhesive force of latter section of box culvert 20 and the thrustor 30 for supporting or being connected to the box culvert 20 as Support, the last period box culvert 20 is promoted to advance in the first direction；Specifically,

Prior to prefabricated first paragraph box culvert 201 and second segment box culvert 202 on workbench 10；

Control thrustor 30 promotes first paragraph box culvert 201 to move along the first direction to the work and put down in workbench 10 Platform 10 stops movement behind one end of tunnel portal 210, and the first paragraph box culvert 201 partly or entirely enters tunnel portal 210；

Puller system 40 is controlled to pull second using the adhesive force that first paragraph box culvert 201 and thrustor 30 provide as support Section box culvert 202 moves along the first direction, to workbench 10 on vacate one close to second segment 202 afterbody in the first direction of box culvert Working position；

Thrustor 30 is moved to working position, and controls thrustor 30 to promote second segment box culvert 202 in the first direction It is moved to afterbody of the first paragraph box culvert 201 away from tunnel portal 210；In the progradation of second segment box culvert 202, in second segment case Contain 202 initial preform region, start prefabricated 3rd section of box culvert 203；

Thrust device 30 is installed on the default position between first paragraph box culvert 201 and second segment box culvert 202, and with second segment The adhesive force that box culvert 202 and thrustor 30 provide is support, promote first paragraph box culvert 201 in tunnel 200 in the first direction It is mobile；

Again, thrustor 30 is controlled to promote second segment box culvert 202 to advance in the first direction, the second segment box culvert 202 Divide or fully enter tunnel portal 210；

......

Above step is repeated, until n-th section of box culvert 20 is moved along the first direction to the afterbody of (n-1)th section of box culvert 20, and is reached To final position.

Need what is illustrated, " control puller system 40 using the adhesive force that first paragraph box culvert 201 and thrustor 30 provide as branch Support, pull second segment box culvert 202 to move along the first direction, to workbench 10 on close to second segment box culvert 202 in the first direction Afterbody vacate a working position " in step, working position can be used for housing and installing thrustor 30 etc., wherein, puller system 40 Pull second segment box culvert 202 to move, to workbench 10 on close to second segment 202 afterbody in the first direction of box culvert vacate a work After making position, need to be reserved with the sky for the dismounting displacement of thrustor 30 etc. between first paragraph box culvert 201 and second segment box culvert 202 Between, and the rear pushing tow groove 11 of box culvert 202 is located at the length of work bit position can house thrustor 30, of courses, working position institute Region may also include for the preform region of prefabricated second segment box culvert 202 space (all or part) or Person is accommodating and installs the space of other devices or the space of construction for other processes etc., the tool on the working position Body space, the size of area are not particularly limited herein；Thrustor 30 promotes second segment box culvert 202 along first in the working position Direction is moved to afterbody of the first paragraph box culvert 201 away from tunnel portal 210, and the working position can be located at first paragraph box culvert 201 most First position or the original position of second segment box culvert 202 or the original position of first paragraph box culvert 201 and second segment box culvert 202 Original position between region.That is, where side of the original position of second segment box culvert 202 away from tunnel portal 210 Region need not reserve a working region, therefore, the pushing tow region for avoiding thrustor 30 extends to the second to the n-th section of box culvert The situation of the rear end of 20 initial preform regions, so as to shorten the length in the pushing tow region of thrustor 30, reduce equipment Transport distance and the quantities of construction.

Finally, sealing is reinforced by pouring etc. working procedure between every two adjacent box culverts 20, completes box culvert 20 and pass through Tunnel 200.Specifically, when all 20 equal pushing tow to final positions of box culvert, using cast-in-situ steel reinforced concrete and it is in the milk Mode connect it is integral.Therefore the cohesive position in box culvert 20 need to be reserved with connection position, including splice, grout pipe etc., This is no longer repeated one by one.

During the pushing tow of the last period box culvert 20, continue the prefabricated of next section of box culvert 20.Prefabricated one section of box culvert 20 Time of one section of box culvert 20 of time and pushing tow control in identical duration, for progress as guarantee, excavate and pushing tow work Make to continue to carry out, so so that place, plant equipment and worker obtain most efficiently utilizing, and meet narrow job site Requirement, also substantially reduce the duration.

In addition, pipe canopy 330 lower section of the excavation in tunnel 200 along advance support is progressively tunneled, and the driving speed in tunnel 200 Spend and match with the fltting speed of box culvert 20.That is, the excavation on the stratum of tunnel 200 will strictly control driving speed and excavate position, Unprotect segment length between the excavation face in the front end of box culvert 20 and tunnel 200 must not exceed certain value, of course, the certain value by Excavation place in concrete application is determined.

In specific construction process, often run into that construction site is narrow, Starting Well 310 and reach well 320 The situations such as shaft excavation difficulty.Box culvert relaying pushing tow system 100 of the present invention, will be pre- by setting a set of independent puller system 40 The second to the n-th section of box culvert 20 of system is pulled to the pushing tow region of thrustor 30 from its preform region, so as to avoid thrustor 30 pushing tow region extends to the situation of the preform region of the second to the n-th section of box culvert 20, so as to shorten thrustor 30 Pushing tow region length, reduce equipment transport distance and construction quantities；Also, compared to traditional box culvert incremental launching method Using once prefabricated, once completion pushing tow construction technology, box culvert relaying pushing tow system 100 of the present invention is divided using segmentation box culvert 20 The construction technology that not prefabricated, segmentation box culvert 20 promotes successively, the thrust that the plant equipment needed for it provides have obtained largely Reduction, realize plant equipment miniaturization setting, and reduce equipment and technology requirement, lifting means stability.

And in the lump reference picture 6 to Fig. 9, the afterbody of each box culvert 20 be provided with for in the first direction on after The skirtboard 61 that one section of box culvert 20 overlaps.Specifically, skirtboard 61 is set by the afterbody in each box culvert 20, ensures the pushing tow of box culvert 20 Period does not have debris, chip is fallen into inside box culvert 20, after pushing tow terminates, the skirtboard 61 of each afterbody of box culvert 20 with latter section The front end of box culvert 20 is overlapped, to close the space being likely to occur between adjacent box culvert 20.

There is the present invention box culvert relaying pushing tow system 100 of box culvert bridging arrangement can be applied to heavy in section, super-section In box culvert incremental launching construction, the box culvert 20 entered using the pipe canopy 330 of advance support, pushing tow in tunnel 200 has excavated tunnel to support The soil body at the top of road 200, can effectively control the sedimentation in boundary of works area, and the construction for meeting strict control surface subsidence will Ask, it is in particular, big using the shallow mining method hole body of routine risk of caving in under the loose weak geological conditions such as reclaimation area, Substantial amounts of gib is needed, therefore, box culvert relaying pushing tow system 100 of the present invention is ensureing construction quality and the safety of tunnel 200 While, support work is greatly simplified, is saved among existing subsurface excavation method, tunnel spray anchor supporting and temporary steel knot are installed The time of structure propping works and expense.And the Tunnel Engineering of existing infrastructure is worn under, box culvert of the present invention relays pushing tow The segmentation box culvert pushing tow technology that system 100 uses significantly reduces the influence to the operation of existing ground installation 350.In addition, this Invention box culvert relaying pushing tow system 100, the reinforced concretes such as platform 10, box culvert 20 are operated before excavating and in digging process The prefabricated work of soil structure, complete to start structure construction again afterwards without excavating in tunnel 200, shorten overall work Phase, there is prominent economic benefit.And box culvert relaying pushing tow system 100 of the present invention, using thrustor 30, puller system 40 and the motive power machine equipment of 50 3 kinds of different-effects of thrust device, the segmented prefabricated and pushing tow in small space is realized, The technology can be applied to more various construction site and more extensive geological conditions, therefore, there is larger promotion price Value.

Preferably, the quantity of thrustor 30 is two, and two thrustors 30 are spaced the edge for being held in a box culvert 20 Afterbody on first direction, pass through the motive force for controlling two thrustors 30 to export respectively so that box culvert 20 is in the first direction The process of upper pushing tow is carried out steadily, the problem of avoiding the pushing tow circuit of box culvert 20 from deviateing；Or the quantity of thrustor 30 is Three, three thrustors 30 be spaced be held in a box culvert 20 in the first direction on afterbody, pass through and control three pushing tows The thrust that device 30 exports respectively so that the upper process promoted is carried out box culvert 20 steadily in the first direction, avoids box culvert 20 from promoting The problem of circuit deviates, and relative to the situation of two thrustors 30, set three thrustors 30 ensureing pushing tow In the case of dynamic balance, the gross thrust of thrustor 30 is improved, pushing tow process is more smooth and quick.Of course, specifically should In, the quantity of thrustor 30 can also increase or reduce, and be not particularly limited herein.

Similarly, it is preferable that the quantity of puller system 40 is alternatively two or three, two or three puller systems 40 Interval is connected between two adjacent box culverts 20, by the pulling force for controlling this two or three puller systems 40 export respectively, In the case where ensureing that puller system 40 provides enough pulling force so that box culvert 20 in the first direction on the process that draws in enter steadily OK, avoid box culvert 20 from drawing in the problem of circuit deviates, of course, in concrete application, the quantity of puller system 40 can also increase Add or reduce, be not particularly limited herein.

Similarly, it is preferable that the quantity of thrust device 50 is alternatively multiple, and the plurality of thrust device 50 is arranged at intervals at two-phase Between adjacent box culvert 20, by the pulling force for controlling the plurality of thrust device 50 to export respectively, foot is provided in guarantee thrust device 50 In the case of enough thrust so that box culvert 20 is carried out steadily in the process above promoted in the first direction in tunnel 200, avoids box culvert 20 The problem of promoting circuit to deviate, of courses, and in concrete application, the quantity of thrust device 50 can also increase or reduce, This is not particularly limited.

Further, in the lump shown in reference picture 2 and Figure 13, workbench 10 is arranged with an at least pushing tow groove 11, pushing tow groove An at least guide rail 12 is provided with 11 in the first direction, thrustor 30 is located at guide rail 12.Specifically, the pushing tow of workbench 10 Regional extent where groove 11 forms a pushing tow area 16, and thrustor 30 is partially accommodated in pushing tow groove 11 and is located at the guide rail 12, By setting pushing tow groove 11, the two lateral walls of pushing tow groove 11 play a part of guiding to the direction of propulsion of thrustor 30, kept away Exempt from thrustor 30 and occur the problem of deviateing default pushing tow circuit during pushing tow box culvert 20；Also, guide rail 12 is arranged at In pushing tow groove 11, guide rail 12 is avoided to the inhibition in the moving process of box culvert 20, it is right farthest to reduce guide rail 12 Influence in the moving process of box culvert 20.

Further, in the lump shown in reference picture 2 and Figure 13, workbench 10 is additionally provided with predefined region 15, predefined region 15 and top Push away the one end of groove 11 away from tunnel portal 210 to be disposed adjacent, or predefined region 15 is located at pushing tow groove 11 away from tunnel portal 210 One end.Herein, predefined region 15 is used for the prefabricated place of the second to the n-th section of box culvert 20.That is, the first paragraph box culvert of the present embodiment 201 carry out the prefabricated of box culvert 20 in pushing tow area 16, and remaining predefined region 15 of each section of box culvert 20 in the first direction rearward is carried out It is prefabricated.

Specifically, the length of each section of box culvert 20 according to the actual total length in tunnel 200 to be traversed, pushing tow place it is big The factors such as the small and thrust of incremental launching device determine.For example, when tunnel 200 is always about 70m, it can be used for case in Starting Well 310 Contain the place length about 50m of 20 prefabricated constructions and the pushing process of box culvert 20.Among concrete application, it is contemplated that the weight of box culvert 20, The maximum pull that maximum thrust that thrustor 30 and thrust device 50 are provided, puller system 40 are provided, and pushing tow dress It is unsuitable to put propelling resistance suffered in 30, thrust device 50 and the course of work of puller system 40 etc. factor, every section of box culvert 20 It is long, average about 15m.First paragraph box culvert 201 is prefabricated in pushing tow area 16, and remaining each section of box culvert 20 is prefabricated in predefined region 15, after Continue each section of box culvert 20 and pushing tow area 16, therefore the length about 30m of pushing tow area 16 are pulled to by puller system 40, need not extend to predefined region 15 end.More specifically, pushing tow area 16 among predefined region 15 with that can keep a range of space, to ensure other work Program is normally carried out, the transporting of such as displacement of pushing frame component 32, mining clay, the handling of prefabricated materials.

Further, in the lump shown in reference picture 2 and Figure 10, guide rail 12 includes dragline component 121, and the two of dragline component 121 End is connected to the opposite end wall of pushing tow groove 11, and one end of thrustor 30 is sheathed on dragline component 121, and the other end supports In a box culvert 20.Specifically, by setting one end of thrustor 30 to be sheathed on dragline component 121, the pushing tow mistake of thrustor 30 Cheng Zhong, coupling mechanism force that dragline component 121 provided is lock onto as support using thrustor 30, and, utilize the institute of thrustor 30 The motive force of offer puts on box culvert 20, and box culvert 20 is pushed ahead.Herein, dragline component 121 and pushing tow groove 11 can at least rise To effect have：The two lateral walls of pushing tow groove 11 are oriented to the pushing tow of thrustor 30, avoid dragline component 121 to box culvert Inhibition in 20 moving process, dragline component 121 is farthest reduced to the influence in the moving process of box culvert 20；Phase Than structures such as the counter force walls that is set in traditional box culvert incremental launching construction, dragline component in box culvert relaying pushing tow system 100 of the present invention 121 are contained in pushing tow groove 11 by hiding, and more efficiently utilize space of narrow construction site etc..

Further, in order to ensure that thrustor 30 provides stable motive force, in the lump shown in reference picture 2 and Figure 10, top Pushing device 30 includes being sheathed at least one first jack 31 of dragline component 121 and connection or is held in the first jack 31 Pushing frame component 32 between corresponding box culvert 20.Specifically, by setting the first jack 31 to be sheathed on dragline group Part 121, during the pushing tow of thrustor 30, coupling mechanism force that dragline component 121 provided is lock onto as branch using the first jack 31 Support, and, the motive force provided in piston movement stroke using the first jack 31 puts on pushing frame component 32, passes through Pushing frame component 32 stably promotes box culvert 20 to push ahead.The first jack 31 and dragline component 121 of thrustor 30 are equal (in pushing tow groove 11) located underground, there is the effect of security protection.

Further, the dragline component 121 of the present embodiment includes more draglines (not shown), and more draglines are mutually set side by side Put, and more draglines are in mutually near cylindrical afterwards side by side, i.e. the circumference of dragline component 121 has more draglines to enclose to form one Circle, when the first jack 31 is arranged and lock onto dragline component 121, the stress that may be such that the first jack 31 is more preferably locked It is more efficient；Preferably, dragline is steel strand wires, and dragline component 121 is mutually twisted by more steel strand wires.Need what is illustrated, Pushing frame component 32 is removably connected to the first jack 31, also, the first jack 31 can lock onto dragline component 121, or Person moves relative to dragline component 121.When the pushing tow process of thrustor 30 terminates to carry out the pushing tow step of next section of box culvert 20, Pushing frame component 32 is disassembled, also, movable sleeving is located at the first jack 31 of dragline component 121 in a second direction, extremely First jack 31 is shifted in the afterbody of next section of box culvert 20, and pushing frame component 32 is installed on into dragline component 121, and connect or It is held between the first jack 31 and the afterbody of next section of box culvert 20, is that thrustor 30 walks to the pushing tow of next section of box culvert 20 Suddenly prepare.

Further, in the lump shown in reference picture 10 and Figure 11, the first jack 31, which has, is close in pushing frame component 32 First clamping section 311 and the second clamping section 312 being oppositely arranged with the first clamping section 311, the first clamping section 311 and second clamp Portion 312 is sheathed on a dragline component 121, and the first clamping section 311 is held with a firm grip or unclamped in dragline component 121, the second clamping section 312 Hold with a firm grip or unclamp in dragline component 121.

Specifically, the first clamping section 311 and the second clamping section 312 " can hold " dragline component by way of holding with a firm grip certainly 121, or unclamp in dragline component 121；During pushing tow, the second clamping section 312 is held with a firm grip provides coupling mechanism force in dragline component 121, First clamping section 311 is unclamped to be supplied to the motive force of pushing frame component 32 1, passes through top in dragline component 121, the first jack 31 Push bracket component 32 promotes box culvert 20 to advance in the first direction, so as to realize the propulsion of box culvert 20；After the pushing tow of first jack 31, First clamping section 311 hold with a firm grip in dragline component 121 and provide a coupling mechanism force, the second clamping section 312 unclamp in dragline component 121 with Make the piston return of the first jack 31, prepared for the work of pushing tow next time.

More specifically, the second clamping section 312 is connected with the piston of the first jack 31, is carried with the motion of piston Rise.After piston reaches stroke distalmost end, the first clamping section 311 is tightened up, and the second clamping section 312 is loosened, and piston return prepares next Individual circulation.

The present invention has the box culvert 20 of the box culvert relaying pushing tow system 100 of box culvert bridging arrangement prefabricated and the step of pushing tow process It is rapid as follows：

If Figure 13 to the dotted line frame marked in Figure 24 is the location of the steel-pipe pile at the edge of Starting Well 310, the void (namely in Starting Well 310) is that workbench 10 is used for that box culvert 20 to be prefabricated and place of pushing tow in wire frame.

As shown in figure 14, the step of course of work of box culvert relaying pushing tow system 100 of the present invention one, prior to workbench 10 Pushing tow area 16 and predefined region 15 distinguish prefabricated first paragraph box culvert 201 and second segment box culvert 202；After prefabricated, pushing tow is filled 30 pushing frame component 32 is put to be installed and connected in the first jack 31 (wherein, the first jack 31 penetrates in pushing tow groove 11 leads Installed in the lump during rope component 121), and thrustor 30 is placed in the afterbody of first paragraph box culvert 201, is thrustor 30 to the The pushing tow of one section of box culvert 201 is prepared；

As shown in figure 15, the step of course of work of box culvert relaying pushing tow system 100 of the present invention two, by controlling pushing tow to fill 30 offer thrusts are put, by first paragraph box culvert 201 from its former prefabricated position pushing tow position shown in first paragraph box culvert 201 into the figure；

As shown in figure 16, the step of course of work of box culvert relaying pushing tow system 100 of the present invention three, the pushing tow of second step After the pushing tow of device 30 terminates, thrustor 30 keeps being held at the afterbody of first paragraph box culvert 201, by the both ends of puller system 40 It is installed between first paragraph box culvert 201 and second segment box culvert 202, then, is provided with first paragraph box culvert 201 and thrustor 30 Adhesive force is support, by controlling puller system 40 that second segment box culvert 202 is pulled into pushing tow area 16 from predefined region 15；

As shown in figure 17, the step of course of work of box culvert of the present invention relaying pushing tow system 100 four, by thrustor 30 Point or all dismountings, and the thrustor 30 movement is attached to the afterbody of second segment box culvert 202, is thrustor 30 to the The pushing tow of two sections of box culverts 201 is prepared；

As shown in figure 18, the step of course of work of box culvert relaying pushing tow system 100 of the present invention five, by controlling pushing tow to fill 30 offer thrusts are put, by the pushing tow of second segment box culvert 202, to the stem and the afterbody phase of first paragraph box culvert 201 of second segment box culvert 202 Even；In the progradation of second segment box culvert 202, the 3rd section of case is carried out at the predefined region 15 where second segment box culvert 202 is original Contain 203 it is prefabricated；

As shown in figure 19, the step of course of work of box culvert relaying pushing tow system 100 of the present invention six, thrust device 50 is pacified At the preformed groove position 22 between first paragraph box culvert 201 and second segment box culvert 202, by controlling thrust device 50 with second segment The adhesive force of box culvert 202 and thrustor 30 is support, after promoting first paragraph box culvert 201 to promote preset distance in the first direction, Again, control thrust device 50 to promote second segment box culvert 202 to advance in the first direction, then control thrustor 30 to promote second Section box culvert 202 advances in the first direction, so circulates one to multiple time, until first paragraph box culvert 201 and second segment box culvert 202 move To position shown in this Fig；

As shown in figure 20, the step of course of work of box culvert relaying pushing tow system 100 of the present invention seven, repeats above step Afterwards, into the diagram, first paragraph box culvert 201, second segment box culvert 202, the 3rd section of box culvert 203, the 4th section of box culvert 204 are complete Enter tunnel 200 entirely；Wherein, using the thrust device 50 between first paragraph box culvert 201 and second segment box culvert 202, with second segment Box culvert 202 is support, promotes first paragraph box culvert 201 to promote in the first direction；Similarly, second segment box culvert 202 and the 3rd section are utilized Thrust device 50 between box culvert 203, it is support with the 3rd section of box culvert 203, promotes second segment box culvert 202 to push away in the first direction Enter, in addition, the 3rd section of box culvert 203 and the 4th section of box culvert 204 use the same manner in propulsion in tunnel 200；Now, pushing tow fills The 5th section of box culvert 205 of 30 promotions is put, enters tunnel 200 to the 5th section of part of box culvert 205；

As shown in figure 21, the step of course of work of box culvert relaying pushing tow system of the present invention eight, by the two of puller system 40 End is installed between the 5th section of box culvert 205 and the 6th section of box culvert 206, then, is provided with the 5th section of box culvert 205 and thrustor 30 Adhesive force for support, by controlling puller system 40 that the 6th section of box culvert 206 is pulled into pushing tow area 16 from predefined region 15；

As shown in figure 22, the step of course of work of box culvert of the present invention relaying pushing tow system 100 nine, by thrustor 30 Point or all dismountings, and the thrustor 30 movement is attached to the afterbody of the 6th section of box culvert 206, is thrustor 30 to the The pushing tow of six sections of box culverts 206 is prepared；

As shown in figure 23, the step of course of work of box culvert relaying pushing tow system 100 of the present invention ten, by controlling pushing tow to fill 30 offer thrusts are put, by the 6th section of pushing tow of box culvert 206, to the stem and the afterbody phase of the 5th section of box culvert 205 of the 6th section of box culvert 206 Even；

As shown in figure 24, the step of course of work of box culvert relaying pushing tow system 100 of the present invention 11, by thrust device 50 It is installed at the preformed groove position 22 between the 5th section of box culvert 205 and the 6th section of box culvert 206；First, by controlling thrust device 50 Using the adhesive force of second to the 6th section of box culvert 206 and thrustor 30 as support, first paragraph box culvert 201 is promoted to push away in the first direction Enter preset distance, again, by control the adhesive force of the using the 3rd to the 6th section of box culvert 206 of thrust device 50 and thrustor 30 as Support, second segment box culvert 202 is promoted to promote preset distance in the first direction；Similarly, until thrust device 50 is with the 6th section of case The adhesive force of culvert 206 and thrustor 30 is support, promotes the 5th section of box culvert 205 to promote preset distance in the first direction, then Control thrustor 30 promotes the 6th section of box culvert 206 to promote in the first direction, controls thrust device 50 to promote second segment case again Contain 202 in the first direction to advance, so circulate one to multiple time, until first paragraph box culvert 201 to the 6th section of box culvert 206 is moved to this Final position shown in figure, completes the relaying pushing tow process of whole multistage box culvert 20, and urging portion construction all terminates.

Further, in the lump shown in reference picture 2, Figure 16 and Figure 21, each box culvert 20 of the present embodiment is equipped with least one Contiguous block 21, one end of puller system 40 are connected to the contiguous block 21 of a box culvert 20, and the other end is connected to adjacent thereto another The contiguous block 21 of box culvert 20.Specifically, by setting an at least contiguous block 21 in each box culvert 20, and, puller system 40 Both ends are connected to the contiguous block 21 of two adjacent box culverts 20, and the contiguous block 21 of the two adjacent box culvert 20 is used to fill for pulling force Put 40 stress point for drawing in process and the impetus of support being provided and pulled；More specifically, before to be arranged on first direction One section of box culvert 20 is support impetus, and puller system 40 forces in latter section of box culvert 20 so that latter section of box culvert 20 is relative to preceding One section of box culvert 20 produces displacement, i.e. so that latter section of box culvert 20 moves ahead in the first direction, it is thrustor into pushing tow area 16 30 pushing tow work is prepared.

Wherein, contiguous block 21 may be disposed at the inwall of box culvert 20, it is preferable that as shown in Fig. 2 contiguous block 21 is arranged at box culvert Bottom wall inside 20, also, contiguous block 21 is arranged to interim reinforced concrete structure, to ensure contiguous block 21 and intensity；The company for the treatment of Connect after the use of block 21 terminates, contiguous block 21 can be removed.

Further, the puller system 40 of the present embodiment includes at least a pulling force rope component 41 and at least one chest expander 42, One end of pulling force rope component 41 is connected to the contiguous block 21 of a box culvert 20, and the other end movably runs through another case adjacent thereto Contain 20 contiguous block 21, and be connected with a chest expander 42.Specifically, with the last period box culvert 20 of the box culvert 20 where chest expander 42 To support impetus, chest expander 42 is held in corresponding contiguous block 21, and pulls the one of connected pulling force rope component 41 End so that contiguous block 21 produces displacement relative to pulling force rope component 41, i.e. so that box culvert 20 along first corresponding to the contiguous block 21 Direction moves ahead, and into pushing tow area 16, is prepared for the pushing tow work of thrustor 30.

Further, reference picture 12, Figure 16 and Figure 21, chest expander 42 include the second jack 421, the second jack in the lump 421 have the 3rd clamping section 4211 for being close in corresponding contiguous block 21 and be oppositely arranged with the 3rd clamping section 4211 the Four clamping sections 4212, the 3rd clamping section 4211 and the 4th clamping section 4212 are sheathed on a pulling force rope component 41, the 3rd clamping section 4211 are held with a firm grip or unclamp in pulling force rope component 41, and the 4th clamping section 4212 is held with a firm grip or unclamped in pulling force rope component 41.

Further, the pulling force rope component 41 of the present embodiment includes more Gen Lalisuo (not shown), and more Gen Lalisuo are mutual It is arranged side by side, and more Gen Lalisuo are in mutually near cylindrical afterwards side by side, i.e. the circumference of pulling force rope component 41 has more Gen Lalisuo Enclose to form a circle, when chest expander 42 is arranged and lock onto pulling force rope component 41, the stress that may be such that chest expander 42 is more preferably locked It is tight more efficient；Preferably, pulling force rope is steel strand wires, and pulling force rope component 41 is mutually twisted by more steel strand wires.

Specifically, the 3rd clamping section 4211 and the 4th clamping section 4212 " can hold " pulling force rope by way of holding with a firm grip certainly Component 41, or unclamp in pulling force rope component 41；During box culvert 20 is drawn in, the 4th clamping section 4212 is held with a firm grip in pulling force rope component 41 and coupling mechanism force is provided, the 3rd clamping section 4211 is unclamped in pulling force rope component 41, there is provided is given its corresponding contiguous block 21 1 and is pushed away Power, corresponding box culvert 20 is pulled to advance in the first direction by contiguous block 21, so as to realize with the last period box culvert 20 and support It is support in the counter-force that the pushing frame component 32 of this section of box culvert 20 is provided, pulls latter section of box culvert 20 to advance in the first direction； After the pushing tow of second jack 421, the 3rd clamping section 4211 is held with a firm grip provides a coupling mechanism force in pulling force rope component 41, and the 4th clamps Portion 4212 unclamps in pulling force rope component 41 so that the piston return of the second jack 421, prepares for the work of pulling force next time.

More specifically, the 4th clamping section 4212 is connected with the piston of the second jack 421, is carried with the motion of piston Rise.After piston reaches stroke distalmost end, the 3rd clamping section 4211 is tightened up, and the 4th clamping section 4212 is loosened, under piston return prepares One circulation.

It should be noted that after box culvert 20 draws in process, puller system 40 is removable to be unloaded down, waits case next time Contain 20 when drawing in process and starting, then installed and used.

Further, in order to ensure that thrustor 30 is smoothed out to the pushing tow of box culvert 20, the edge of the present embodiment middle guide 12 Length on first direction be more than any one in the second to the n-th section of box culvert 20 in the first direction on length.Specifically, first paragraph Box culvert 201 carries out prefabricated in pushing tow area 16, therefore by thrustor 30, pushing tow is 201 need of first paragraph box culvert in the first direction Can, therefore, during prefabricated first paragraph box culvert 201, the prefabricated position of first paragraph box culvert 201 can partly be located at the top of guide rail 12, its Remaining part point positioned at workbench 10 close to one end of tunnel portal 210, therefore, first paragraph box culvert 201 in the first direction on Length can be more than guide rail 12 in the first direction on length.Will be understood, first paragraph box culvert 201 in the first direction on Length be also smaller than or equal to guide rail 12 in the first direction on length.And due in the second to the n-th section of box culvert 20 Any one is both needed to draw in process, the pushing tow process of thrustor 30 by prefabrication process, puller system 40, therefore, second Any one into n-th section of box culvert 20, by puller system 40 when drawing in process and turning to the pushing tow process of thrustor 30, Thrustor 30 need to be moved and be installed on the tail end of this section of box culvert 20, and due to the limitation of thrustor 30 and guide rail 12, Any one in the second to the n-th section of box culvert 20 in the first direction on length be respectively less than guide rail 12 in the first direction on length.

Further, in order to ensure that thrust device 50 provides stable motive force, thrust device 50 includes at least one the 3rd Jack (not shown), the 3rd jack between two adjacent box culverts 20, and the both ends of the 3rd jack support respectively or It is connected to two adjacent box culverts 20.Preferably, as shown in figure 8, each box culvert 20 in the first direction on stem and portion The preformed groove position 22 being adapted is not provided with, for being moved to the afterbody of the last period box culvert 20 in the stem of latter section of box culvert 20 When, at least one the 3rd jack it will be installed in the preformed groove position 22；All forward steps of box culvert 20 terminate and start into When the connection of row box culvert 20 pours, to carrying out pouring sealing at the preformed groove position 22.Specifically, in the progradation of thrust device 50, The counter-force provided using box culvert 20 below and thrustor 30 as support force, using the 3rd jack by the last period box culvert 20 forward Promote.In concrete application, the both ends of the 3rd jack are held between two two sections of adjacent box culverts 20；Or the 3rd is very heavy The one end on top is held in one of both two two sections of adjacent box culverts 20 person, the other end and is connected to the another one of the rwo；Or The both ends of 3rd jack are all connected between two two sections of adjacent box culverts 20, are of coursed, can be according to actual feelings in concrete application Condition is configured, and is not particularly limited herein.

Further, in the lump reference picture 6 to Fig. 9, in the present embodiment first paragraph box culvert 201 in the first direction on front end set It is equipped with protective cover 62.Specifically, protective cover 62 is made up of Steel material, by setting protective cover in the front end of first paragraph box culvert 201 62, cause the friction or shock on structure and stratum to avoid the excavation face in tunnel 200 from out-of-flatness position being present.

Further, reference picture 8 is to Fig. 9 in the lump, and the outer wall of each box culvert 20 is interval with multiple fillings in the present embodiment Groove 73 is starched, and each box culvert 20 is interval with multiple grout pipes 72 through its inner and outer wall, grout pipe 72 and grouting Groove 73 connects.Specifically, after the completion of the connection work between the pushing tow end-of-job of box culvert 20 and adjacent box culvert 20, need Operation is filled to the space between box culvert 20 and the stratum of tunnel 200, by setting reserved grout pipe 72 in box culvert 20, Grout filling can be carried out to the space between the outer wall of the surrounding of box culvert 20 and stratum；More specifically, as shown in Figure 8 and Figure 9, fill It is that it is made up of steel material in " Ω " shape structure to starch groove 73, during pushing tow, passes through grout pipe 72 and the filling communicated therewith Starch groove 73, toward the stratum in box culvert 20 and tunnel 200 between the injection material such as bentonite slurry, to fill box culvert 20 and peripherally Hole between layer, does lubricant and is used, to reduce the frictional resistance during pushing tow, of course, and in concrete application, grouting is recessed Groove 73 can be arranged to other shapes according to actual use situation, is made of other materials, be not particularly limited herein.

Further, to Fig. 9, the junction in the present embodiment between every two adjacent box culverts 20 is set reference picture 8 in the lump There are multiple sealing rods 71.By being provided with multiple sealing rods 71, to carrying out closing sealing between two adjacent box culverts 20, to enter one Step lifts its waterproof effect.

Further, the workbench 10 of the present embodiment is provided with lubricating layer, by setting lubricating layer, reduces box culvert 20 and moves Frictional resistance when dynamic between box culvert 20 and ground, to reduce the jacking force of motive power machine equipment or pulling force, dynamic power machine is set It is standby that miniaturization setting can be achieved.Alternatively, lubricating layer is made up of snow oil and veneer, is of coursed, in concrete application, lubricating layer is also It can use other that there is the material of lubrication property, not do particular determination herein.Specifically, start in the precast construction of box culvert 20 Before, first the place of workbench 10 is cleaned, snow oil is then uniformly smeared in the range of the preform region of prefabricated box culvert 20, Veneer is covered on snow oil, to reduce frictional resistance when box culvert 20 moves between box culvert 20 and the ground of workbench 10.

Preferably, the first jack 31, the second jack 421 and the 3rd jack use hydraulic jack；Specifically, The hydraulic system that first jack 31, the second jack 421 and the 3rd jack are formed, is controlled using electronic technology.More For preferably, the quantity of the first jack 31, the second jack 421 and the 3rd jack can be one or more.Alternatively, first The quantity of jack 31, the second jack 421 and the 3rd jack is multiple, is controlled in time by using electronic technology control The load of the oil pressure pump of each first jack 31 is made, with the synchronization of the displacement of box culvert corresponding to holding 20, and can be recorded in real time The stroke of each piston；Or control the oil pressure pump of each second jack 421 in time by using electronic technology control Load, with the synchronization of the displacement of box culvert corresponding to holding 20, and the stroke of each piston can be recorded in real time；Or by using Electronic technology control controls the load of the oil pressure pump of each 3rd jack in time, with the same of the displacement of box culvert corresponding to holding 20 Step, and the stroke of each piston can be recorded in real time.

The preferred embodiments of the present invention are the foregoing is only, are not intended to limit the scope of the invention, it is every at this Under the inventive concept of invention, the equivalent structure transformation made using description of the invention and accompanying drawing content, or directly/use indirectly It is included in other related technical areas in the scope of patent protection of the present invention.

Claims (10)

1. A kind of 1. box culvert relaying pushing tow system with box culvert bridging arrangement, for box culvert pushing tow to be entered into tunnel, it is characterised in that Including workbench, at least two sections of box culverts on the workbench being disposed adjacent with tunnel portal, the case is defined The direction for containing pushing tow into tunnel is first direction, defines the box culvert being arranged in order along the opposite second direction of the first direction Respectively first paragraph box culvert ... and n-th section of box culvert, n >=2, the first paragraph box culvert and second segment box culvert are most prior to the work It is spaced prefabricated on platform, after first paragraph box culvert and second segment box culvert advance in the first direction, the 3rd section of box culvert is in described the The original position progress of two sections of box culverts is prefabricated, after advancing in the first direction to first paragraph box culvert to (n-1)th section of box culvert, n-th Section box culvert is prefabricated in the original position progress of the second segment box culvert, and the box culvert relaying pushing tow system also includes being used for pushing tow position An at least thrustor for box culvert before tunnel portal, for the second to the n-th section of box culvert to be pulled at least in the first direction One puller system and at least thrust for some or all of box culvert into tunnel portal to be promoted in the first direction Device, the thrustor is located at the workbench, and supports or be connected to a box culvert, and the puller system is connected to two-phase Between adjacent box culvert, the thrust device is arranged between two adjacent box culverts；

   The afterbody of each box culvert be provided with for in the first direction on latter section of box culvert overlap joint skirtboard.
2. 2. box culvert as claimed in claim 1 relays pushing tow system, it is characterised in that the first paragraph box culvert in the first direction on Front end be provided with protective cover；And/or

   The outer wall of each box culvert is interval with multiple groutnicks, and each box culvert be interval with it is multiple through its inwall and The grout pipe of outer wall, the grout pipe connect with the groutnick；And/or

   Junction between every two adjacent box culverts is provided with multiple sealing rods.
3. 3. box culvert as claimed in claim 1 relays pushing tow system, it is characterised in that the workbench is arranged with least one top Groove is pushed away, is provided with an at least guide rail in the pushing tow groove in the first direction, the thrustor is located at the guide rail.
4. 4. box culvert as claimed in claim 3 relays pushing tow system, it is characterised in that the guide rail includes dragline component, described The both ends of dragline component are connected to the opposite end wall of pushing tow groove, and one end of the thrustor is sheathed on the dragline group Part, the other end are held in a box culvert.
5. 5. box culvert as claimed in claim 4 relays pushing tow system, it is characterised in that the dragline component includes more draglines, The more draglines are mutually arranged side by side；And/or

   The thrustor includes at least one first jack for being sheathed on the dragline component and connection or is held in described the Pushing frame component between one jack and corresponding box culvert.
6. 6. box culvert as claimed in claim 5 relays pushing tow system, it is characterised in that when the thrustor includes being sheathed on institute State at least one first jack of dragline component and connect or be held between first jack and corresponding box culvert Pushing frame component when, first jack has the first clamping section for being close in the pushing frame component and with described first The second clamping section that clamping section is oppositely arranged, first clamping section and the second clamping section are sheathed on a dragline component, described First clamping section is held with a firm grip or unclamped in the dragline component, and second clamping section is held with a firm grip or unclamped in the dragline component.
7. 7. as any one of claim 1-6 box culvert relaying pushing tow system, it is characterised in that each box culvert be equipped with to A few contiguous block, one end of the puller system are connected to the contiguous block of a box culvert, and the other end is connected to adjacent thereto another The contiguous block of box culvert.
8. 8. box culvert as claimed in claim 7 relays pushing tow system, it is characterised in that the puller system includes an at least pulling force Rope component and at least a chest expander, one end of the pulling force rope component are connected to the contiguous block of a box culvert, and the other end is movably Through the contiguous block of another box culvert adjacent thereto, and it is connected with a chest expander.
9. 9. box culvert as claimed in claim 8 relays pushing tow system, it is characterised in that the pulling force rope component includes more pulling force Rope, more Gen Lalisuo are mutually arranged side by side；And/or

   The chest expander includes the second jack, and second jack has the 3rd folder for being close in corresponding contiguous block Tight portion and the 4th clamping section being oppositely arranged with the 3rd clamping section, the 3rd clamping section and the 4th clamping section are sheathed on One pulling force rope component, the 3rd clamping section are held with a firm grip or unclamped in the pulling force rope component, and the 4th clamping section is held with a firm grip or pine Open in the pulling force rope component.
10. 10. the box culvert relaying pushing tow system as any one of claim 3-6, it is characterised in that the guide rail is along first Length on direction be more than any one in the second to the n-th section of box culvert in the first direction on length；And/or

    The workbench is additionally provided with predefined region, and the predefined region is adjacent with the described one end of pushing tow groove away from tunnel portal to be set Put, or the predefined region is located at the described one end of pushing tow groove away from tunnel portal；And/or

    The thrust device includes at least one the 3rd jack, and the 3rd jack is between two adjacent box culverts, and institute The both ends for stating the 3rd jack support or are connected to respectively two adjacent box culverts；And/or

    The workbench is provided with lubricating layer.