A split type TBM synchronous lining construction device

Abstract

The present application relates to a kind of separate TBM synchronous lining construction device, comprising: including needle beam inverted arch trolley, reinforcing trolley, secondary lining trolley, maintenance trolley;Wherein, the needle beam inverted arch trolley is used for short side wall lining the reinforcing trolley is used for the lifting transport of reinforcing bar and provides installation platform;The secondary lining trolley is used for pouring secondary lining concrete, makes tunnel wall surface stable solid;The maintenance trolley is used for watering maintenance to secondary lining concrete;Wherein, TBM synchronous lining construction area includes short side wall construction area, reinforcing construction area, side top arch construction area, secondary lining maintenance area, short side wall construction area is at least configured 2 or more needle beam inverted arch trolley, reinforcing construction area is configured at least 2 or more reinforcing trolley, side top arch construction area is at least configured 2 or more secondary lining trolley, the short side wall construction area, reinforcing construction area, side top arch construction area all adopt the construction of skip operation mode.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of tunnel construction, and particularly relates to a separated TBM synchronous lining construction device. BACKGROUND

[0002] As a construction equipment integrating machine, electricity, liquid, sensing and control, TBM has the advantages of good construction environment, high speed, low cost of long-distance construction, and is widely used. In the past TBM construction process, whether adopting rail transportation or continuous belt conveyor for slag discharge, secondary formwork lining is constructed after TBM tunneling is completed, which cannot realize synchronous construction of TBM tunneling and secondary formwork lining, has a long construction period, and is inconsistent with the construction principle of the New Austrian Tunneling Method, and inconsistent with the requirement that the distance between secondary lining and tunnel excavation face should not exceed the limit specified in the file specification. Considering construction safety, shortening of the total tunnel construction period and economy, synchronous lining of TBM construction tunnel has become an important development trend.

[0003] The overall construction scheme of synchronous lining mainly has two types of integrated type and separated type: in the integrated scheme, the secondary synchronous lining equipment is combined with the TBM rear as a whole; in the separated scheme, the secondary synchronous lining equipment is appropriately separated from the TBM rear and maintains a reasonable distance.

[0004] However, the current separated TBM synchronous lining construction method has many problems, such as the distance between the TBM tunneling face and the secondary lining working face is large, which does not meet the relevant requirements; the construction material transportation, continuous belt conveyor, large-diameter ventilation hose and the like need to smoothly pass through the synchronous lining trolley and ensure smooth operation, especially the power supply, communication, ventilation, water supply and drainage, construction material transportation and spoil transportation required for TBM construction must be ensured regardless of the secondary lining operation in any working state such as trolley displacement, formwork erection, pouring, curing and demolding; the inner diameter of the section behind the TBM tunneling section lining is 10.2m-10.6m, and there are multiple cases of change of section radius, and how to realize quick change of the secondary lining formwork for variable section is also a key problem.

[0005] Therefore, how to provide a construction device to enable various trolleys and transportation devices to work without interfering with each other during the separated TBM synchronous lining construction process, improve construction efficiency and save construction time is a technical problem to be solved in the field. SUMMARY

[0006] To address at least one or more of the aforementioned technical problems, this invention provides a separate TBM synchronous lining construction device, fundamentally solving the technical bottleneck of delayed lining construction. It also meets the national requirements for the distance between secondary lining and the excavation face, thereby improving overall construction speed. The separate TBM synchronous lining construction device provided by this invention includes:

[0007] The equipment includes: a trolley for the inverted beam of the needle beam, a trolley for the reinforcing steel, a trolley for the secondary lining, and a curing trolley.

[0008] The needle beam arch trolley is used for lining the low side walls;

[0009] The steel bar trolley is used for lifting and transporting steel bars and providing an installation platform;

[0010] The secondary lining trolley is used to pour secondary lining concrete, making the tunnel wall stable and solid.

[0011] The curing trolley is used to water and cure the secondary lining concrete.

[0012] The TBM synchronous lining construction area includes a low side wall construction area, a steel reinforcement construction area, a side arch construction area, and a secondary lining curing area. The low side wall construction area is equipped with at least two needle beam inverted arch trolleys, the steel reinforcement construction area is equipped with at least two steel reinforcement trolleys, and the side arch construction area is equipped with at least two secondary lining trolleys. The low side wall construction area, the steel reinforcement construction area, and the side arch construction area are all constructed using a skip-layout operation method.

[0013] Furthermore, the needle beam inverted arch trolley includes a needle beam section, a beam frame section, and a transverse plate section. The beam frame section is a rectangular frame formed by connecting square tubes. The needle beam section passes through the beam frame section and is slidably connected to it. The beam frame section is a rectangular frame formed by connecting square tubes. The transverse plate section is retractably fixed to the bottom end of the beam frame section and extends along the length of the transverse plate section. The needle beam section includes a needle beam, at least two sets of needle beam bases, and at least two sets of needle beam transverse movement mechanisms. The needle beam is a double-web box-shaped structure welded from a panel and supporting ribs. The needle beam bases are respectively disposed on the bottom surfaces of both ends of the needle beam and connected to the needle beam through the needle beam transverse movement mechanisms. One end of the needle beam transverse movement mechanism is slidably fixed to the top surface of the needle beam base and extends along the transverse direction of the needle beam. The other end, opposite to the needle beam, is fixed integrally with it and moves together.

[0014] Furthermore, the needle beam lateral movement mechanism includes a base, a translation seat, and a first telescopic cylinder. The base is fixed to the top surface of the needle beam base and extends along the width direction of the needle beam. The translation seat is slidably fixed to the needle beam base at one end of the base, and the opposite end is connected to the needle beam as a whole, and they move together. One end of the first telescopic cylinder is fixed to the base, and the opposite end is fixed to the translation seat as a whole, and they move together.

[0015] Further, the needle beam inverted arch trolley further comprises a needle beam transverse moving mechanism and a needle beam lifting mechanism between the needle beams, one end of the needle beam lifting mechanism being fixed with the needle beam base through the needle beam transverse moving mechanism, the other end being fixed with the needle beam integrally and being arranged in a vertically retractable manner.

[0016] Further, the steel bar trolley comprises a steel bar lifting trolley and a steel bar installation trolley arranged in front of the steel bar installation trolley, and two layers of push-pull working platforms are arranged on the steel bar trolley.

[0017] Further, the two-lining trolley comprises a portal assembly, a variable-diameter telescopic assembly, a lining formwork assembly and an extension assembly.

[0018] The lining formwork assembly comprises a plurality of arc-shaped formworks connected in sequence and arranged in a detachable manner on the periphery of the portal assembly.

[0019] The variable-diameter telescopic assembly is arranged between the portal assembly and the lining formwork assembly, and the telescopic movement of the variable-diameter telescopic assembly drives the lining formwork assembly to increase or decrease in diameter.

[0020] The extension assembly is arranged at a gap of the lining formwork assembly when the diameter of the lining formwork assembly is increased.

[0021] The lining formwork assembly is arranged in a left-right symmetrical manner along the central axis of the lining trolley and is divided into two groups. In the adjacent arc-shaped formworks, at least one pair of arc-shaped formworks are detachably connected. The extension assembly is arranged between the adjacent arc-shaped formworks in a detachable manner.

[0022] Further, the separated TBM synchronous lining construction device further comprises a support trolley, a transformer support trolley, a continuous belt conveyor and a drag pump.

[0023] The support trolley is used to support the continuous belt conveyor, water pipes, cables and air pipes during construction.

[0024] The transformer support trolley is used to move the transformer and the power distribution cabinet accessories into the tunnel along with the construction progress, so as to ensure stable power supply in the tunnel.

[0025] The drag pump is used to transport concrete for secondary lining and is matched with the secondary lining trolley.

[0026] Further, the separated TBM synchronous lining construction device further comprises a pipeline crossing device, and the pipeline crossing device is used for pipeline crossing.

[0027] Further, the pipeline crossing device comprises a walking support, a support seat arranged above the walking support and a pipe supporting frame.

[0028] A walking support is arranged on the liftable moving device and moves relative to the moving device in the vertical direction;

[0029] A supporting frame is arranged above the supporting seat and slides left and right to carry the pipeline.

[0030] Further, the separated TBM synchronous lining construction device also comprises a line crossing device.

[0031] In this embodiment, a separated TBM synchronous lining construction device is provided, which is applied in the separated TBM synchronous lining construction process. With the TBM tunneling, the low side wall construction area, the steel bar construction area, the side top arch construction area and the secondary lining maintenance area constantly follow the advancing of the tunneling working face. Correspondingly, the needle beam inverted arch trolley, the steel bar trolley, the secondary lining trolley and the maintenance trolley advance with the working area. The division of labor is clear. The distance between the TBM tunneling working face and the secondary lining working face can be kept constant to meet the relevant requirements. On the other hand, the TBM tunneling and the synchronous lining are carried out at the same time, which can greatly shorten the downtime caused by waiting for lining. The automation or semi-automation of lining operation is realized by using various trolleys and transportation equipment, manual operation is reduced, and construction efficiency is improved. The various trolleys and transportation devices do not interfere with each other during operation, which improves the construction efficiency and saves construction time. BRIEF DESCRIPTION OF DRAWINGS

[0032] In order to more clearly illustrate the technical solutions in the embodiments of the present application or the prior art, the following briefly introduces the drawings needed to be used in the embodiment or prior art description. Obviously, the drawings in the following description only constitute some embodiments of the present application. Those skilled in the art can also obtain other drawings from the structures shown in these drawings without creative labor. In the drawings, the same components are denoted by the same reference numerals. The drawings are not drawn according to the actual proportion.

[0033] Figure 1 A schematic view of an embodiment of the TBM synchronous lining construction area of the separated TBM synchronous lining construction device of the present application;

[0034] Figure 2 A schematic view of an embodiment of the needle beam inverted arch trolley of the separated TBM synchronous lining construction device of the present application;

[0035] Figure 3 A partial structure schematic view of another embodiment of the needle beam inverted arch trolley of the separated TBM synchronous lining construction device of the present application.

[0036] Figure 4 A schematic view of an embodiment of the pipeline crossing device of the separated TBM synchronous lining construction device of the present application;

[0037] Figure 5 An embodiment of a schematic diagram of a line crossing device of a split TBM synchronous lining construction device of the present application. DETAILED DESCRIPTION

[0038] The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, rather than all the embodiments. Based on the embodiments in the present application, all other embodiments obtained by those skilled in the art without creative work fall within the scope of protection of the present application.

[0039] It should be noted that when an element is referred to as being "fixed" or "disposed" on another element, it can be directly on the other element or can have a middle element simultaneously. When an element is referred to as being "connected" to another element, it can be directly connected to the other element or can have a middle element simultaneously.

[0040] It should also be noted that if the embodiments of the present application involve directional indications, such as up, down, left, right, front, back, etc., the directional indications are only used to explain the relative positional relationship between the components, the movement condition, etc. in a certain posture, and if the certain posture changes, the directional indications also change accordingly. In addition, if the embodiments of the present application involve descriptions such as "first, second", "S1, S2", "step one, step two", etc., such descriptions are only for description purposes, and cannot be understood as indicating or implying the relative importance of the indicated technical features or the number of indicated technical features or indicating the execution order of the method, etc. Those skilled in the art can understand that any change within the technical concept of the present application without deviating from the technical points of the present application should be included in the protection scope of the present application.

[0041] The present application provides a split TBM synchronous lining construction device, comprising:

[0042] a needle beam inverted arch trolley, a steel reinforcement trolley, a secondary lining trolley, and a maintenance trolley, wherein

[0043] the needle beam inverted arch trolley is used for low parapet wall lining;

[0044] the steel reinforcement trolley is used for lifting and transporting steel reinforcement and providing an installation platform;

[0045] the secondary lining trolley is used for pouring secondary lining concrete to make the tunnel wall stable and firm;

[0046] the maintenance trolley is used for watering and maintaining the secondary lining concrete.

[0047] wherein, with reference to Figure 1The TBM synchronous lining construction area includes a short side wall construction area, a steel bar construction area, a side top arch construction area, and a secondary lining maintenance area, the short side wall construction area is provided with at least two needle beam inverted arch trolleys, the steel bar construction area is provided with at least two steel bar trolleys, and the side top arch construction area is provided with at least two secondary lining trolleys, and the short side wall construction area, the steel bar construction area and the side top arch construction area are all constructed by using the skip operation mode.

[0048] In the embodiment, the split TBM synchronous lining construction device includes needle beam inverted arch trolleys, steel bar trolleys, secondary lining trolleys and maintenance trolleys, which are respectively used for construction in the short side wall construction area, the steel bar construction area, the side top arch construction area and the secondary lining maintenance area. The specific construction process is as follows: firstly, the prefabricated inverted arch blocks are laid, the transportation tracks and the symmetrical turnout are set, then in the short side wall construction area, the needle beam inverted arch trolley is used for steel bar binding and lining of the short side wall, and a demolding oil cylinder is arranged on the needle beam inverted arch trolley for lining of the short side wall; then, the needle beam inverted arch trolley moves to the next construction position, in the steel bar construction area, the steel bar trolley receives the processed steel bars transported by the transportation vehicle, and is used for lifting and transporting the steel bars and providing a binding and mounting platform for the secondary lining steel bars, after the binding and mounting of the secondary lining steel bars are completed, the steel bar trolley moves to the next construction position; in the side top arch construction area, the secondary lining trolley cooperates with the pump vehicle to pour secondary lining concrete at the secondary lining steel bar binding position of the tunnel section, so that the tunnel wall surface is stable and firm; finally, in the secondary lining maintenance area, the maintenance trolley is used for regular watering and maintenance of the secondary lining concrete to prevent cracking of the concrete. With the TBM tunneling, the short side wall construction area, the steel bar construction area, the side top arch construction area and the secondary lining maintenance area constantly follow the advancing of the tunneling working face, the corresponding needle beam inverted arch trolley, steel bar trolley, secondary lining trolley and maintenance trolley advance with the working area, the division of labor is clear, the distance between the TBM tunneling working face and the secondary lining working face can be kept constant to meet the relevant requirements, on the other hand, the TBM tunneling and the synchronous lining are carried out at the same time, which can greatly shorten the downtime caused by waiting for lining, and the automation or semi-automation of lining operation is realized by using various trolleys and transportation devices, manual operation is reduced, and construction efficiency is improved. The various trolleys and transportation devices do not interfere with each other during work, which improves the construction efficiency and saves construction time.

[0049] Preferably, with reference to Figure 2 and Figure 3The needle beam and inverted arch trolley comprises a needle beam part 10, a beam frame part 20 and a cross plate part 30, wherein the beam frame part 20 is a rectangular frame connected by square tubes; the needle beam part 10 is slidably arranged with the beam frame part 20 after penetrating through the beam frame part 20; the beam frame part 20 is a rectangular frame connected by square tubes; the cross plate part 30 is fixedly arranged at the bottom end of the beam frame part 20 and extends along the length direction of the cross plate part 30; the needle beam part 10 comprises a needle beam 11, at least two groups of needle beam bases 12 and at least two groups of needle beam transverse moving mechanisms 14, wherein the needle beam 11 is a double-web box structure welded by a panel and a support rib; the needle beam bases 12 are arranged on the bottom surface of both ends of the needle beam 11 and are connected with the needle beam 11 through the needle beam transverse moving mechanisms 14; one end of the needle beam transverse moving mechanism 14 is slidably fixed on the top end surface of the needle beam base 12 and extends along the transverse direction of the needle beam 11, and the other end is fixedly arranged with the needle beam 11 in an integrated and co-moving manner. Thus, the position adjustment of the whole needle beam part in the transverse direction is realized through the needle beam transverse moving mechanism which extends along the transverse direction of the needle beam and is slidably arranged with the needle beam base, thereby realizing the adjustment of the needle beam and inverted arch trolley at different process positions and greatly improving the construction efficiency.

[0050] In addition, in order to improve the stability of the needle beam and inverted arch trolley after being assembled on the tunnel construction site, the farthest end of the needle beam base 12 away from the needle beam 11 is provided with a circular arc side surface. The topmost surface and the bottommost surface of the needle beam 11 in the height direction are provided with rails to reduce the friction force when sliding with the beam frame part 20.

[0051] Specifically, as shown in Figure 2 the needle beam transverse moving mechanism 14 comprises a base 141, a translation seat 142 and a first telescopic cylinder 143, wherein the base 141 is fixed on the top end surface of the needle beam base and extends along the width direction of the needle beam 11; one end of the translation seat 142 is slidably fixed with the needle beam base 12 through the base 141, the other end is fixedly arranged with the needle beam 11 in an integrated and co-moving manner; one end of the first telescopic cylinder 143 is fixed on the base 141, and the other end is fixedly arranged with the translation seat 142 in an integrated and co-moving manner. Thus, under the driving of the first telescopic cylinder 143, the translation seat 142 drives the needle beam 11 to slide along the transverse direction of the needle beam 11, thereby realizing the position adjustment of the needle beam 11 in the width direction.

[0052] Optionally, in order to realize the position adjustment of the needle beam part 10 in the height direction, a needle beam transverse moving mechanism 14 and a needle beam lifting mechanism 13 between the needle beam 11 are further included, one end of the needle beam lifting mechanism 13 is fixed with the needle beam base 12 through the needle beam transverse moving mechanism 14, the other end is fixed with the needle beam 11 in an opposite arrangement and is arranged in an extendable manner along the vertical direction. Preferably, the needle beam lifting mechanism 13 is extendable fixed on the end side of the short side of the needle beam 11. Further, the needle beam lifting mechanism 13 includes a needle beam lifting sliding sleeve 131, a needle beam guide rod 132 and a needle beam lifting cylinder 133, wherein the bottom end of the needle beam guide rod 132 is fixed on the top end surface of the needle beam transverse moving mechanism 14, the other end extends upward along the vertical direction in an opposite arrangement; the needle beam lifting sliding sleeve 131 is sleeved on the outer circumferential side of the needle beam guide rod 132 and is fixed with the needle beam 11 in an integrated manner; the needle beam lifting cylinder 133 is embedded in the internal cavity of the needle beam guide rod 132, one end is fixed on the needle beam transverse moving mechanism 14, the other end is extendable fixed with the needle beam 11. Thus, by the needle beam lifting cylinder arranged in an extendable manner with the needle beam, the needle beam can be conveniently adjusted and controlled in the height direction as required.

[0053] In summary, the needle beam part provided in the above embodiments is driven by the first telescopic cylinder, the translation seat drives the needle beam to slide along the transverse direction of the needle beam, thereby realizing the position adjustment of the needle beam in the width direction; by the needle beam lifting cylinder arranged in an extendable manner with the needle beam, the needle beam can be conveniently adjusted and controlled in the height direction as required, thereby realizing the position optimization and adjustment of the needle beam part in the working procedure, the application scenarios are more extensive, and the construction efficiency is significantly improved.

[0054] Preferably, the steel bar trolley device includes a steel bar lifting trolley and a steel bar installation trolley arranged in front of the steel bar installation trolley, and two layers of push-pull working platforms are arranged on the steel bar trolley.

[0055] In this embodiment, the steel bar trolley device includes a steel bar lifting trolley and a steel bar installation trolley arranged in front of the steel bar installation trolley; the steel bar lifting trolley is used to lift the steel bars in the transport vehicle to the platform on the steel bar lifting trolley, thereby playing a role of transferring and temporarily storing the steel bars; the steel bar installation trolley is a working place for the operator to make, bind and install the steel bars; two layers of push-pull working platforms are arranged on the steel bar trolley, the push-pull structure can greatly save space, the structure of the steel bar trolley is more compact, more working platforms are provided for the steel bar trolley, and the movement of the trolley is not affected.

[0056] More preferably, the steel bar trolley comprises a support frame, a walking part and a steel bar conveying part, wherein the walking part is arranged at the bottom end of the support frame and moves together with the support frame; the steel bar conveying part is fixed on the support frame and is rotatably arranged relative to the support frame; the steel bar conveying part comprises a placing platform, a top platform and a transfer device, the placing platform is horizontally fixed on the support frame and extends along the length direction of the support frame; the top platform is fixed on the placing platform and extends along the length direction of the support frame; the transfer device is arranged between the placing platform and the top platform and is arranged to switch the hoisting of the steel bar between the placing platform and the top platform. Thus, the transfer device arranged between the placing platform and the top platform can conveniently realize the hoisting of the steel bar between the placing platform and the top platform, and the steel bar can be flexibly disposed in the construction process, so that the space utilization rate of the steel bar trolley matched with the TBM synchronous lining can be effectively utilized, the transfer function is realized, the temporary storage function is provided, a pre-processing place for steel bar manufacturing, binding and installation is provided, the construction period is greatly shortened, and the construction efficiency is significantly improved.

[0057] Preferably, the two-lining trolley comprises a portal assembly, a variable-diameter telescopic assembly, a lining formwork assembly and an extension assembly.

[0058] The lining formwork assembly comprises a plurality of arc-shaped formworks connected in sequence and arranged at the periphery of the portal assembly in a detachable manner.

[0059] The variable-diameter telescopic assembly is arranged between the portal assembly and the lining formwork assembly and drives the lining formwork assembly to increase or decrease in diameter through telescoping.

[0060] The extension assembly is arranged at the gap of the lining formwork assembly when the diameter of the lining formwork assembly is increased.

[0061] The lining formwork assembly is arranged in two groups in a left-right symmetrical manner along the central axis of the lining trolley; at least one pair of arc-shaped formworks among the adjacent arc-shaped formworks are detachably connected; and the extension assembly is detachably arranged between the adjacent arc-shaped formworks.

[0062] In this embodiment, the two-lining trolley is provided with the lining formwork assembly composed of a plurality of arc-shaped formworks, the variable-diameter telescopic assembly and the extension assembly, so that the diameter of the lining trolley can be quickly and adaptively adjusted according to the actual situation of the tunnel under construction, thereby improving the use range. Compared with the traditional way, when the diameter changes, a new synchronous lining trolley needs to be designed and manufactured and transported to the construction site, which greatly improves the construction efficiency and reduces the waste of manpower, financial resources and time.

[0063] Preferably, the portal assembly comprises a portal body, a gantry and a gantry telescopic part.

[0064] The portal body is arranged on the track at the bottom of the tunnel.

[0065] The bench is detachably arranged on the portal body.

[0066] The bench telescoping part is arranged between the bench and the portal body.

[0067] In this embodiment, the portal assembly comprises the portal body and the bench, and the bench telescoping part is arranged between the portal body and the bench. When the diameter of the two-lining trolley is increased or reduced, the portal body at the lower part remains unchanged, and the bench at the upper part is extended or retracted through the bench telescoping part arranged between the portal body and the bench, so that the center of the lining formwork assembly is raised or lowered, so that the overall framework of the portal assembly is adapted to the diameter change of the two-lining trolley, so as to better support and bear other components, and meanwhile, the force angle change caused by the diameter change of the lining formwork assembly is adapted, and the force condition of the entire portal assembly is improved.

[0068] More preferably, the portal assembly further comprises a first adjusting part or / and a second adjusting part.

[0069] The first adjusting part is detachably arranged between the portal body and the bench.

[0070] The second adjusting part is detachably arranged between the bench and the lining formwork assembly.

[0071] In this embodiment, when the telescoping of the variable-diameter telescoping assembly is completed, the lining formwork assembly itself has a large weight, and if the lining formwork assembly is continuously borne by the variable-diameter telescoping assembly for a long time, the telescoping performance of the variable-diameter telescoping assembly will be damaged, and even the variable-diameter telescoping assembly will be damaged, so that the two-lining trolley cannot be used. Therefore, the second adjusting part is arranged at the contact position between the bench and the lining formwork assembly, and the second adjusting part bears the weight of the lining formwork assembly, so that the service life of the two-lining trolley is improved. Meanwhile, the distance adjusted by the second adjusting part is adapted to the diameter change amount of the tunnel variable cross-section, and the telescoping change amount of the variable-diameter telescoping assembly is no longer used to adapt to the diameter change amount of the tunnel variable cross-section, so that the precision of the diameter change is improved.

[0072] Preferably, the split TBM synchronous lining construction device further comprises a belt supporting trolley, a transformer supporting trolley, a continuous belt conveyor, and a drag pump.

[0073] The belt supporting trolley is used to support the continuous belt conveyor, water pipes, cables, and air pipe accessories in the construction process.

[0074] The transformer supporting trolley is used to drive the transformer and the power distribution cabinet accessories to move into the hole along with the construction progress, so as to ensure the stable power supply in the hole.

[0075] The trailing pump is used for conveying concrete for secondary lining and is matched with the secondary lining trolley.

[0076] In this embodiment, the separated TBM synchronous lining construction device is additionally provided with a support trolley, a transformer support trolley, a continuous belt conveyor and a trailing pump. Because each trolley is used in a skip work mode and there is a certain distance between the synchronous lining devices, the continuous belt conveyor, water pipes, cables and air pipes arranged between the distances lack support points. Therefore, the belt support trolley is arranged between the synchronous lining devices to eliminate the adverse effects on the power supply, communication, ventilation, water supply and drainage and spoil transportation required for TBM construction. The continuous belt conveyor is responsible for continuously conveying spoil and other construction waste outside the tunnel to meet the needs of construction. The transformer support trolley is used to move the transformer and power distribution cabinet accessories into the tunnel along with the construction progress to ensure stable power supply in the tunnel. More preferably, the transformer support trolley is provided with a transformer damping assembly to reduce the influence of vibration generated during tunnel construction on the electrical equipment of the transformer and power distribution cabinet accessories and improve the stability of power supply of the transformer and power distribution cabinet accessories. The trailing pump is matched with the secondary lining trolley to convey concrete for secondary lining and complete secondary lining pouring. More preferably, the trailing pump is a single-track trailing pump, which can greatly reduce the occupation of the transportation track.

[0077] Preferably, referring to Figure 4 , the separated TBM synchronous lining construction device further comprises a pipeline crossing device.

[0078] In this embodiment, the pipeline crossing device is additionally provided in the separated TBM synchronous lining construction device. During the movement of the needle beam inverted arch trolley, the reinforcement trolley, the secondary lining trolley and the maintenance trolley, the pipeline crossing device is used for pipeline crossing. If the traditional method is used, various fixed supports such as installation brackets are arranged on the tunnel wall to support various pipelines and lines. Because each trolley often needs to move up and down, left and right and forward and backward, the fixed supports and the pipelines arranged on the fixed supports will interfere with the movement of the trolley. At this time, the fixed supports and the pipelines arranged on the fixed supports need to be removed to meet the needs of the trolley moving up and down, left and right and forward and backward. The above-mentioned various situations will greatly waste time, manpower and material resources and also seriously affect the continuity and efficiency of construction. The pipeline crossing device is used for pipeline crossing to avoid interference with the pipelines during the movement of various trolleys and also does not need to dismount the fixed supports such as installation brackets while supporting the pipelines, which improves the continuity and efficiency of construction and greatly saves time, manpower and material resources.

[0079] Specifically, referring to Figure 4 , the pipeline crossing device comprises a walking support 21, a support seat 22 arranged above the walking support 21 and a pipe supporting frame 23.

[0080] The walking support 21 is arranged on the lifting mobile device and moves relative to the mobile device in the vertical direction;

[0081] The pipe supporting frame 23 is arranged above the support base 22 and slides left and right to support the pipeline.

[0082] In this embodiment, a pipeline crossing device is provided, and the pipe supporting frame is used to support the pipeline, so that the pipeline carried on the pipe supporting frame does not affect the movement of the mobile device when the mobile device moves up and down, forward and backward, and left and right. For example, a two-lining trolley is used in tunnel construction, which needs to move up and down, forward and backward, and left and right in the tunnel. The two-lining trolley is used as a mobile device, and the walking support is arranged on the lifting mobile device. The walking support is arranged on the tunnel track, and the pipeline of the tunnel construction is arranged on the pipe supporting frame. 1. When the two-lining trolley needs to move up and down, the walking support moves relative to the mobile device. That is, when the two-lining trolley moves up and down, the two-lining trolley slides up and down relative to the walking support, and the height of the pipeline carried in the pipe supporting frame above remains unchanged. For example, the pipeline crossing device is installed on the lining trolley, the walking support of the pipeline crossing device passes through the sliding hole of the lining trolley portal bottom longitudinal beam, and slides up and down relative to the lining trolley bottom longitudinal beam. At this time, the pipeline carried in the pipe supporting frame does not move. 2. When the two-lining trolley moves forward and backward in the tunnel, the walking support moves forward and backward, and the pipe supporting frame moves forward and backward. The pipe supporting frame moves forward and backward relative to the pipeline, and the pipeline arranged on the pipe supporting frame does not move, and does not interfere with the forward and backward movement of the lining trolley. 3. When the two-lining trolley moves left and right in the tunnel, the walking support moves left and right, and the support base slides left and right relative to the pipe supporting frame. Because the weight of the pipeline is large, and the friction force between the support base and the pipe supporting frame is small, the pipe supporting frame and the pipeline carried on the pipe supporting frame do not move, and do not interfere with the left and right movement of the lining trolley. In summary, the pipeline crossing device supports the pipeline, and avoids affecting the up and down, forward and backward, and left and right movement of the lining trolley. Under the action of the pipeline crossing device, the device for fixing the pipeline does not need to be disassembled during the working process of various trolleys, reduces the wear of the pipeline, improves the engineering quality, and reduces the labor intensity.

[0083] Preferably, referring to Figure 4 The walking support 21 is arranged on the lifting mobile device and moves relative to the mobile device in the vertical direction;

[0084] More preferably, the upper end of the walking support 21 is rotatably connected with the right end of the support base 22. For example, the walking support 21 is provided with an extension piece 212 above.

[0085] The first end of the telescopic member 212 is hingedly connected to the walking support 21, and the second end is hingedly connected to the support base 22.

[0086] In this embodiment, several embodiments of the walking support 21 are given, and the support rollers are arranged below to improve the convenience of walking; the upper end is rotatably connected to the right end of the support base, and the telescopic member connected to the support base is additionally arranged on the walking support, and the telescopic member is pushed to rotate clockwise or counterclockwise around the rotating connection with the walking support, thereby increasing the adjustable range of the support base and improving the application range of the pipeline crossing device. Alternatively, the telescopic member is a structure with telescopic function, such as a telescopic screw rod or a telescopic cylinder or a telescopic oil cylinder, etc., which is not limited by the drawings.

[0087] Preferably, referring to Figure 4 , the support base 22 is provided with a cylindrical tow roller 221 above, and the cylindrical tow roller 221 is provided with a through hole in the center; the support roller 234 is arranged below the shell of the pipe supporting frame 23 corresponding to the position of the through hole; and the support roller 234 is slidably arranged in the through hole of the cylindrical tow roller 221.

[0088] In this embodiment, the cylindrical tow roller with a through hole in the center is additionally arranged on the support base, and the support roller is additionally arranged below the shell of the pipe supporting frame, and referring to Figure 4 , the support roller slides left and right in the through hole of the cylindrical tow roller, and then the pipe supporting frame can slide left and right with the support base, which is simple in structure and easy to implement.

[0089] More preferably, the hinge lug plate 222 is arranged at both ends of the cylindrical tow roller, and the hinge lug plate 222 is fixedly arranged on the support base 22, which can improve the structural strength of the cylindrical tow roller 221 and avoid structural deformation caused by the heavy weight of the pipeline. More preferably, the limiting lug 235 is arranged at both ends of the support roller 234, and the limiting lug 325 is fixedly connected with the shell 231; the minimum width of the limiting lug at both ends is greater than the diameter of the through hole on the cylindrical tow roller; on the one hand, it plays a role in enhancing the structural strength of the support roller, and avoids structural deformation caused by the heavy weight of the pipeline; on the other hand, it plays a limiting role on the sliding stroke of the pipe supporting frame and the support plate.

[0090] Preferably, referring to Figure 4 , the pipe supporting frame 23 includes a shell 231 and a receiving cavity 232; and the pipe supporting frame 23 is slidably arranged on the support base 22 through the shell 231. It is worth noting that the structure and shape of the shell 231 can be arbitrarily set, and the formed receiving cavity is not limited to a closed structure, as long as there is a position for placing the pipeline.

[0091] More preferably, the shell 231 of the pipe supporting frame 23 is provided with a pipe supporting roller on the inner side and / or the bottom.

[0092] In this embodiment, several preferred embodiments of the hosting rack 23 are given, which carries the pipeline through the accommodating cavity to further provide protection for the pipeline. More preferably, hosting rack rollers are added inside or / and at the bottom of the hosting rack 23 housing 231. When the device to be moved moves forward and backward, the pipeline placed in the hosting rack rolls relative to the inner wall of the hosting rack through the hosting rack rollers, greatly reducing the friction and avoiding pipeline wear. It can be understood that the number, diameter size, and spacing of the hosting rack rollers can be arbitrarily set by those skilled in the art according to the length of the hosting rack and the size of the pipeline diameter.

[0093] Preferably, the split TBM synchronous lining construction device further comprises: a line crossing device; the line crossing device is used for crossing the line.

[0094] In this embodiment, the line crossing device is added to the split TBM synchronous lining construction device. During the movement of the needle beam inverted arch trolley, the reinforcement trolley, the secondary lining trolley, the maintenance trolley, and other trolley equipment or other transportation equipment, the line crossing device is used for crossing the line,

[0095] If the traditional way is adopted, various types of fixed supports such as mounting brackets are arranged on the tunnel wall to support various lines. Because various types of trolleys often need to move up and down, left and right, and forward and backward, the fixed supports and the lines arranged on the fixed supports will interfere with the movement of the trolleys. At this time, the fixed supports and the lines arranged on the fixed supports need to be removed to meet the needs of the trolleys moving up and down, left and right, and forward and backward. The above-mentioned various situations will greatly waste time, manpower, and material resources, and also seriously affect the continuity and efficiency of construction. The line crossing device is used for crossing the line to avoid interference with the movement of various types of trolleys during the movement of the trolleys. Also, there is no need to dismount the fixed supports such as mounting brackets and support the lines at the same time, which improves the continuity and efficiency of construction and greatly saves time, manpower, and material resources.

[0096] Preferably, with reference to Figure 5 , the line crossing device comprises: a support assembly 31, a guide assembly 32, a first roller assembly 33, and a second roller assembly 34;

[0097] The guide assembly 32 is arranged at both ends of the support assembly 31.

[0098] The first roller assembly 33 is horizontally arranged at the middle of the support assembly 31.

[0099] The second roller assembly 34 is vertically arranged on the side of the support assembly 31.

[0100] In the embodiment, a line crossing device is provided, after various lines are guided by the guide assembly at the front end of the support assembly, they are conveniently entered into the line crossing device, on the one hand, the lines are laid on the first roller assembly in the middle of the support assembly, so that the moving lines can roll on the first roller assembly in the moving process of the trolley, so as to greatly reduce the friction force suffered by the lines and avoid the wear of the lines; on the other hand, the line heads larger than the lines are attached to the second roller assembly at the side of the support assembly, so that the line heads larger than the lines can also roll on the second roller assembly in the moving process of the trolley, so as to further reduce the friction force suffered by the line heads and avoid the wear of the line heads; finally, the lines are guided by the guide assembly at the end of the support device and output. Overall, the line crossing device in the embodiment can support and conveniently move various lines, reduce the lines and the line heads to conveniently pass through the installation bracket, do not need to be disassembled, so that the lines and the line heads larger than the lines can be laid and advanced together with various trolleys, improve the laying efficiency, reduce the wear of the lines and the line heads, improve the engineering quality, and reduce the labor intensity.

[0101] The above-described embodiments only express several embodiments of the present application, are described in more detail and in detail, the combination of technical effects and technical features, and do not need to be described here, but it cannot be understood as the limitation of the scope of the invention. It should be pointed out that for ordinary skilled in the art, without departing from the concept of the present application, a number of modifications and improvements can be made, which belong to the protection scope of the present application.

Claims

1. A separate TBM synchronous lining construction device, characterized in that: This includes trolleys for needle beam inverted arches, rebar trolleys, secondary lining trolleys, and curing trolleys, among which... The needle beam arch trolley is used for lining the low side walls; The steel bar trolley is used for lifting and transporting steel bars and providing an installation platform; The secondary lining trolley is used to pour secondary lining concrete, making the tunnel wall stable and solid. The curing trolley is used to water and cure the secondary lining concrete. The TBM synchronous lining construction area includes a low side wall construction area, a steel reinforcement construction area, a side arch construction area, and a secondary lining curing area. The low side wall construction area is equipped with more than 2 needle beam inverted arch trolleys, the steel reinforcement construction area is equipped with more than 2 steel reinforcement trolleys, and the side arch construction area is equipped with more than 2 secondary lining trolleys. The low side wall construction area, the steel reinforcement construction area, and the side arch construction area are all constructed using the skip-work operation method. The needle beam arch trolley includes a needle beam section, a beam frame section, and a transverse plate section. The beam frame section is a rectangular frame formed by connecting square tubes. The needle beam section passes through the beam frame section and is slidably mounted to it. The transverse plate section is retractably fixed to the bottom end of the beam frame section and extends along its length. The needle beam section includes a needle beam, at least two sets of needle beam bases, and at least two sets of needle beam transverse movement mechanisms. The needle beam is a double-web box-shaped structure welded from a panel and supporting ribs. The needle beam bases are located on the bottom surfaces of both ends of the needle beam and are connected to it via the needle beam transverse movement mechanisms. One end is slidably fixed to the top surface of the needle beam base and extends along the transverse direction of the needle beam; the other end, which is opposite to it, is fixed to the needle beam as a whole and moves together. The needle beam transverse movement mechanism includes a base, a translation seat, and a first telescopic cylinder. The base is fixed to the top surface of the needle beam base and extends along the width direction of the needle beam. The translation seat is slidably connected to the needle beam base through one end of the base, and the other end, which is opposite to it, is connected to the needle beam as a whole and moves together. One end of the first telescopic cylinder is fixed to the base, and the other end, which is opposite to it, is fixed to the translation seat as a whole and moves together.

2. The separate TBM synchronous lining construction device according to claim 1, characterized in that, The needle beam arch trolley also includes a needle beam lateral movement mechanism and a needle beam lifting mechanism between the needle beams. One end of the needle beam lifting mechanism is fixed to the needle beam base through the needle beam lateral movement mechanism, and the other end, which is opposite to it, is fixed to the needle beam as a whole. It is extendable and retractable in the vertical direction.

3. The separate TBM synchronous lining construction device according to claim 1, characterized in that: The rebar trolley includes a rebar lifting trolley and a rebar installation trolley located in front of the rebar lifting trolley. The rebar trolley is equipped with two layers of push-pull working platforms.

4. The separate TBM synchronous lining construction device according to claim 1, characterized in that: The secondary lining trolley includes a gantry assembly, a variable diameter telescopic assembly, a lining template assembly, and an extension assembly; The lining template assembly includes several arc-shaped templates connected in sequence, which are detachably arranged on the periphery of the gantry assembly; The diameter-changing telescopic component is installed between the gantry assembly and the lining template assembly. Its expansion and contraction cause the diameter of the lining template assembly to increase or decrease. An extension component is provided at the notch of the lining template assembly when the diameter of the lining template assembly is increased. The lining template assembly is symmetrically arranged in two groups along the central axis of the lining trolley; in the adjacent connected arc templates, at least one pair of arc templates is detachably connected; the extension assembly is detachably arranged between the detachable adjacent arc templates.

5. The separate TBM synchronous lining construction device according to claim 1, characterized in that: It also includes support trolleys, transformer support trolleys, continuous belt conveyors, and trailer pumps; The support trolley is used to support the continuous belt conveyor, water pipes, cables, and air duct accessories during construction. The transformer support trolley is used to move the transformer and distribution cabinet accessories into the tunnel as the construction progresses, ensuring a stable power supply inside the tunnel. The trailer pump is used to deliver concrete for secondary lining and is used in conjunction with the secondary lining trolley.

6. The separate TBM synchronous lining construction device according to claim 1, characterized in that, Also includes: Pipe crossing device; The pipeline crossing device is used for pipeline crossing.

7. The separate TBM synchronous lining construction device according to claim 6, characterized in that, The pipeline crossing device includes: a traveling support, a support base installed above the traveling support, and a support frame; The traveling support is mounted on a liftable mobile device and moves relative to the mobile device in the vertical direction; The support rack, which slides left and right, is mounted above the support base to support the pipeline.

8. The separate TBM synchronous lining construction device according to any one of claims 1 to 7, characterized in that, Also includes: A line crossing device; the line crossing device is used for crossing lines.

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