Tunnel hydraulic movable left and right cable trench integral pouring trolley

Abstract

The utility model discloses a kind of tunnel hydraulic mobile left and right side cable trench integral pouring trolley, including truss support system, walking system and hydraulic system are equipped on it, both sides of truss support system are equipped with formwork system, and hydraulic system is arranged between formwork system and truss support system;By using integral formwork design, cooperate hydraulic system automatic receiving and releasing mold, single pouring length is greatly improved, compared with traditional manual construction efficiency is significantly improved;Hydraulic drive realizes formwork positioning, receiving and releasing whole course automation, single cycle operation time is greatly shortened, and daily average construction progress is greatly accelerated;Through multiple groups of oil cylinder, the accurate control of formwork lifting, translation is realized, cooperate the rigid fixation of screw support piece, cable trench forming size deviation is extremely small, surface flatness is high, without secondary finishing;Portal bottom walking system adjusts prop height by first oil cylinder, and different degrees of tunnel cross slope can be adapted.

Description

Technical Field

[0001] This utility model relates to the technical field of tunnel construction equipment, and in particular to a tunnel hydraulic mobile integral pouring trolley for left and right side cable trenches. Background Technology

[0002] As a core facility for laying power and telecommunications cables in tunnel engineering, the construction quality of cable trenches directly affects the cable safety and maintenance convenience during the tunnel operation phase.

[0003] Traditional tunnel cable trench construction often employs manual formwork and pouring methods, which presents the following problems:

[0004] The construction efficiency is low, the single pouring length is short, and the formwork needs to be frequently disassembled and assembled; the formwork positioning accuracy is poor, resulting in inconsistent cable trench forming dimensions and low surface flatness; the manual operation intensity is high, and the construction quality is significantly affected by human factors; it has poor adaptability to tunnel bottom surfaces with different cross slopes, making it difficult to ensure construction stability.

[0005] To address this, a hydraulically movable tunnel cable trench integral pouring trolley with left and right sides is proposed. Utility Model Content

[0006] The purpose of this utility model is to provide a tunnel hydraulic mobile cable trench integral pouring trolley, which realizes the integral and rapid pouring of cable trenches through hydraulic drive and modular design, thereby improving construction quality and efficiency and solving the problems mentioned in the background art.

[0007] To achieve the above objectives, the main technical solutions adopted by this utility model include:

[0008] A tunnel hydraulically mobile monolithic casting trolley for left and right side cable trenches includes a truss support system with a traveling system and a hydraulic system mounted on it. Formwork systems are installed on both sides of the truss support system, and the hydraulic system is located between the formwork system and the truss support system. Wherein:

[0009] The truss support system includes two base members and a gantry system. The base members are located above the track. Multiple gantry systems are arranged longitudinally at equal intervals between the two base members. A connecting system is provided between two adjacent gantry systems. The traveling system is provided at each end of the base member.

[0010] The template system includes an inner formwork for the cable trench and a side formwork for the cable trench. The side formwork for the cable trench is located between the inner formwork for the cable trench and the bottom pole. The top of the side formwork for the cable trench and the top of the inner formwork for the cable trench are detachably connected by bolts and nuts.

[0011] The hydraulic system includes a first lifting system, a second lifting system, a first translation system, and a second translation system. The first lifting system and the first translation system are respectively connected to the inner mold of the cable trench, and the second lifting system and the second translation system are respectively connected to the side mold of the cable trench, for controlling the lifting and horizontal movement of the inner mold and the side mold of the cable trench.

[0012] As a preferred technical solution, the gantry system includes uprights and crossbars, with the bottom end of the uprights fixedly connected to the base rod, and the two ends of the crossbars fixedly connected to the two horizontal uprights respectively.

[0013] As a preferred technical solution, the connection system includes connecting rods and reinforcing rods. One connecting rod is fixedly connected between the upper part of the two vertical poles and the ends of the two horizontal poles in the longitudinal direction, and a reinforcing rod is fixedly connected in the middle between the upper and lower connecting rods, which is arranged parallel to the vertical poles.

[0014] As a preferred technical solution, a diagonal brace is fixedly connected between the bottom of the upright and the lower middle part of the corresponding horizontal bar.

[0015] As a preferred technical solution, the traveling system includes a support column, a traveling trolley, and a first hydraulic cylinder. The support column is located near the end of the bottom pole and adopts a track-type structure, driven by hydraulic and electrical means. The traveling trolley is installed at the bottom end of the support column, and the bottom horizontal line of the traveling trolley is lower than the bottom horizontal line of the bottom pole. The first hydraulic cylinder is located between the support column and the upright.

[0016] As a preferred technical solution, the outermost upright is fixedly connected to a support and a first sliding seat from top to bottom, the first hydraulic cylinder is installed between the support and the support column, and the support column slides through the inner cavity of the first sliding seat.

[0017] As a preferred technical solution, a side rod is fixedly connected to the side of the upright near the side mold of the cable trench, and a second sliding seat is slidably sleeved on the surface of the side rod. The first lifting system is located between the side rod and the inner mold of the cable trench, the first translation system is located between the second sliding seat and the adjacent upright, the second lifting system is located between the side rod and the side mold of the cable trench, and the second translation system is located between the bottom rod and the side mold of the cable trench.

[0018] As a preferred technical solution, the first lifting system includes a second hydraulic cylinder, which is installed between the side rod and the inner mold of the cable trench.

[0019] The first translation system includes a fourth hydraulic cylinder, which is installed between the second sliding seat and the adjacent upright.

[0020] As a preferred technical solution, the second lifting system includes a third hydraulic cylinder, which is installed between the side rod and the side mold of the cable trench.

[0021] The second translation system includes a fifth hydraulic cylinder, of which two are installed vertically between the cable trench side mold and the corresponding bottom rod.

[0022] As a preferred technical solution, the bottom of the cable trench side mold near the bottom pole is hinged with a spiral support member, and the other end of the spiral support member is provided with an anti-slip support head that can contact the construction base surface. The spiral support member is reinforced with an external ground anchor.

[0023] This utility model has at least the following beneficial effects:

[0024] This application, by adopting an integrated template design and using a hydraulic system for automatic template deployment and retraction, significantly increases the length of a single pour, resulting in a marked improvement in efficiency compared to traditional manual construction. Hydraulic drive automates template positioning and deployment, drastically reducing single-cycle operation time and significantly accelerating daily construction progress. Multiple sets of hydraulic cylinders enable precise control of template lifting and translation, coupled with rigid fixing by spiral supports, resulting in minimal dimensional deviations in the cable trench formation, high surface flatness, and eliminating the need for secondary finishing. The gantry bottom traveling system adjusts the support height via the first hydraulic cylinder, adapting to different tunnel cross slopes. Attached Figure Description

[0025] Figure 1 This is a schematic diagram of the main structure of this utility model;

[0026] Figure 2 This is a side view of the structure of this utility model;

[0027] Figure 3 This is a partial structural schematic diagram of the present invention.

[0028] In the diagram: 100, Truss support system; 110, Base rod; 120, Upright rod; 121, Support; 122, First sliding seat; 123, Side rod; 124, Second sliding seat; 130, Horizontal rod; 140, Connecting rod; 150, Reinforcing rod; 160, Diagonal brace; 200, Traveling system; 210, Support column; 220, Traveling trolley; 230, First hydraulic cylinder; 300, Formwork system; 310, Cable trench inner formwork; 320, Cable trench side formwork; 400, Hydraulic system; 410, Second hydraulic cylinder; 420, Third hydraulic cylinder; 430, Fourth hydraulic cylinder; 440, Fifth hydraulic cylinder; 500, Spiral support component; 600, Control system. Detailed Implementation

[0029] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0030] Please see Figures 1-3 This utility model provides a tunnel hydraulic mobile integral casting trolley for left and right side cable trenches, including a truss support system 100, a traveling system 200, a formwork system 300, and a hydraulic system 400. The traveling system 200 and the hydraulic system 400 are respectively mounted on the truss support system 100. A formwork system 300 is located on each side of the truss support system 100. The hydraulic system 400 is located between the formwork system 300 and the truss support system 100. The truss support system 100 includes two base rods 110 and a gantry system. The base rods 110 are located above the track. Multiple gantry systems are equidistantly arranged longitudinally along the two base rods 110. A connecting system is provided between adjacent gantry systems. The traveling system 200 is located at each end of the base rods 110. The formwork system 300 includes an inner formwork 310 for the cable trench and a side formwork 320 for the cable trench. The 20 is located between the inner formwork 310 and the bottom rod 110 of the cable trench. The top of the side formwork 320 of the cable trench is detachably connected to the top of the inner formwork 310 of the cable trench by bolts and nuts. The inner formwork 310 of the cable trench has a pouring port. The hydraulic system 400 includes a first lifting system, a second lifting system, a first translation system, and a second translation system. The first lifting system and the first translation system are respectively connected to the inner formwork 310 of the cable trench, and the second lifting system and the second translation system are respectively connected to the side formwork 320 of the cable trench. They are used to control the lifting and horizontal movement of the inner formwork 310 and the side formwork 320 of the cable trench. Through the overall structure and modular design of the truss support system 100, the traveling system 200, the formwork system 300 and the hydraulic system 400, the collaborative work of each system is realized, providing a basic framework for the overall pouring of the cable trench and solving the efficiency and accuracy problems of traditional segmented construction.

[0031] The gantry system includes uprights 120 and crossbars 130. The bottom end of the uprights 120 is fixedly connected to the bottom bar 110, and the two ends of the crossbars 130 are fixedly connected to the two horizontal uprights 120 respectively. The gantry system adopts a rigid connection structure of uprights 120 and crossbars 130. The horizontal span is adapted to the tunnel width. The fixed connection between the uprights 120 and the bottom bar 110 can withstand the vertical load, ensuring that the gantry is stable and does not shake during the pouring process.

[0032] The connection system includes connecting rods 140 and reinforcing rods 150. One connecting rod 140 is fixedly connected between the upper part of the two longitudinal uprights 120 and the end of the two longitudinal horizontal bars 130. A reinforcing rod 150, which is arranged parallel to the uprights 120, is fixedly connected between the upper and lower connecting rods 140. The connection system longitudinally connects the gantry system through the connecting rods 140 and the reinforcing rods 150 to form a grid-like rigid frame, which improves the longitudinal stiffness and prevents the overall formwork from deflecting due to its own weight.

[0033] Among them, the bottom of the upright 120 is fixedly connected to the lower part of the corresponding horizontal bar 130 with a diagonal brace 160; the diagonal brace 160 between the upright 120 and the horizontal bar 130 forms a triangular stable structure, which improves the lateral stiffness and can resist the lateral force during concrete pouring, preventing the gantry system from deforming.

[0034] The traveling system 200 includes a support column 210, a traveling trolley 220, and a first hydraulic cylinder 230. The support column 210 is located near the end of the base rod 110 and adopts a track-type structure. It is driven by hydraulic and electrical means. The bottom of the traveling trolley 220 is equipped with guide wheels adapted to the track to ensure straight travel along the track without deviation. The traveling trolley 220 is installed at the bottom end of the support column 210, and the bottom horizontal line of the traveling trolley 220 is lower than the bottom horizontal line of the base rod 110. The first hydraulic cylinder 230 is located between the support column 210 and the upright 120. The traveling system 200 adopts the design of support column 210, traveling trolley 220, and first hydraulic cylinder 230. The track-type drive achieves smooth speed regulation. The first hydraulic cylinder 230 can adjust the levelness of the trolley. The bottom of the traveling trolley 220 is lower than the base rod 110 to ensure track fit.

[0035] Among them, the outermost upright 120 has a support 121 and a first sliding seat 122 fixedly connected to its side from top to bottom. The first hydraulic cylinder 230 is installed between the support 121 and the support column 210. The support column 210 slides through the inner cavity of the first sliding seat 122. The support 121 and the first sliding seat 122 on the upright 120 provide stable support for the first hydraulic cylinder 230. The sliding of the support column 210 through the first sliding seat 122 can limit its lateral displacement and ensure the stability of the trolley's posture when adjusting the height.

[0036] Among them, a side rod 123 is fixedly connected to the side of the upright 120 near the side mold 320 of the cable trench. A second sliding seat 124 is slidably sleeved on the surface of the side rod 123. A first lifting system is set between the side rod 123 and the inner mold 310 of the cable trench. A first translation system is set between the second sliding seat 124 and the adjacent upright 120. A second lifting system is set between the side rod 123 and the side mold 320 of the cable trench. A second translation system is set between the bottom rod 110 and the side mold 320 of the cable trench. The sliding cooperation between the side rod 123 and the second sliding seat 124 provides guidance for the lifting and translation of the inner mold 310 and the side mold 320 of the cable trench, so as to realize the precise and controllable movement of the template.

[0037] The first lifting system includes a second hydraulic cylinder 410, which is installed between the side rod 123 and the inner mold 310 of the cable trench; the first translation system includes a fourth hydraulic cylinder 430, which is installed between the second sliding seat 124 and the adjacent upright 120; the second hydraulic cylinder 410 and the fourth hydraulic cylinder 430 are independently controlled to achieve precise three-dimensional positioning of the inner mold 310 of the cable trench, and meet the adaptation requirements of the inner mold of cable trenches with different cross-sections.

[0038] The second lifting system includes a third hydraulic cylinder 420, which is installed between the side rod 123 and the cable trench side mold 320. The second translation system includes a fifth hydraulic cylinder 440, with two fifth hydraulic cylinders 440 installed vertically between the cable trench side mold 320 and the corresponding bottom rod 110. The third hydraulic cylinder 420 and the fifth hydraulic cylinder 440 work together to ensure that the verticality of the cable trench side mold 320 meets the standard. The dual-cylinder design makes the translation force of the cable trench side mold 320 balanced, avoiding uneven deformation of the template.

[0039] Among them, the bottom of the cable trench side formwork 320 near the bottom rod 110 is hinged with a spiral support 500. The other end of the spiral support 500 is provided with an anti-slip support head that can contact the construction base surface. The spiral support 500 uses a T60×8 trapezoidal threaded screw as the main telescopic rod, and the end is adapted to a T80×10 trapezoidal threaded foundation jack as a stable base. It is covered with a seamless steel pipe sleeve to enhance rigidity. The spiral support 500 is reinforced with an external ground anchor. The spiral support 500 provides strong support through the trapezoidal threaded screw and foundation jack structure. The anti-slip support head cooperates with the ground anchor to ensure the forming accuracy of the cable trench side wall and effectively control the bottom displacement of the cable trench side formwork 320.

[0040] The base rod 110 is equipped with a control system 600. The traveling trolley 220, the first hydraulic cylinder 230, the second hydraulic cylinder 410, the third hydraulic cylinder 420, the fourth hydraulic cylinder 430, and the fifth hydraulic cylinder 440 are electrically connected to the control system 600. The control system 600 has a built-in program that can output electrical signals to the traveling trolley 220 and each hydraulic cylinder according to construction parameters (such as template positioning requirements, travel instructions, etc.) to precisely control the extension and retraction stroke and travel speed of the hydraulic cylinders, so as to realize the symmetrical lifting and translation synchronous movement of the side formwork 320 and the inner formwork 310 of the cable trench on both sides.

[0041] The control system 600 consists of a control host, sensor modules, execution modules, and an operator terminal. The control host can be an industrial-grade PLC, such as the Siemens S7-1200 series. The sensor modules include displacement sensors (installed on the piston rods of each cylinder to provide real-time feedback on the extension / retraction stroke), pressure sensors (connected to the hydraulic system 400 to monitor the working pressure of each cylinder), and tilt sensors (installed on the base rod 110 to detect the levelness of the trolley and assist the first cylinder 230 in adjusting the lateral slope). The execution modules are equipped with relay output modules that connect to the solenoid directional valves of each cylinder to control the extension / retraction direction of each cylinder. The drive motor of the traveling trolley 220 controls the traveling speed; the operating terminal adopts a touch screen, which integrates manual and automatic mode switching buttons, parameter setting interface (such as template positioning coordinates, traveling speed) and status display area (real-time display of the stroke and pressure values ​​of each cylinder), which is convenient for on-site operation; the displacement sensor, pressure sensor and tilt sensor of the sensor module are connected to the input terminal of the control host through shielded signal lines, and the output terminal of the control host is electrically connected to the solenoid reversing valve of each cylinder and the drive motor controller of the traveling trolley 220 through the relay output module. The operating terminal is bidirectionally connected to the control host through a communication line.

[0042] The working principle of this utility model is as follows:

[0043] Workstation movement: The control system 600 drives the traveling trolley 220 to move along the track to the construction section, and the first hydraulic cylinder 230 adjusts the height of the support column 210 according to the tunnel cross slope;

[0044] Inner mold positioning: The fourth hydraulic cylinder 430 pushes the second sliding seat 124 to move horizontally along the side rod 123, driving the second hydraulic cylinder 410 and the inner mold 310 of the cable trench to be directly above the lining surface; the second hydraulic cylinder 410 extends and retracts to adjust the height of the inner mold 310 of the cable trench to ensure accurate positioning;

[0045] Side mold positioning: The fourth hydraulic cylinder 440 drives the cable trench side mold 320 to move horizontally and fit the designed side wall position; the third hydraulic cylinder 420 adjusts the height of the cable trench side mold 320 to align it with the top of the cable trench inner mold 310, and the cable trench inner mold 310 and the top of the cable trench side mold 320 are fixed by bolts and nuts.

[0046] Support and reinforcement: Rotate the spiral support 500 hinged at the bottom of the side formwork 320 of the cable trench to make the anti-slip support head press against the construction base surface. Combined with ground anchor reinforcement, a dual stability system of hydraulic cylinder and spiral support is formed to resist the lateral thrust during pouring.

[0047] Concrete pouring: The concrete is poured through the pre-set pouring port of the inner mold 310 of the cable trench, and the self-leveling of the concrete is achieved by utilizing the gaps between the molds. The single pouring is completed quickly. During the pouring process, the hydraulic system 400 monitors the stress on the mold in real time to ensure stable molding.

[0048] Demolding and relocation: After the pouring is completed, the spiral support 500 retracts, and the hydraulic system 400 sequentially drives the oil cylinder to shrink the cable trench side mold 320 and the cable trench inner mold 310, so as to achieve the separation of the template from the concrete surface without damage; the traveling trolley 220 drives the trolley to move to the next station and repeats the above process.

[0049] All parts not described in this utility model are the same as or can be implemented using existing technology. Although embodiments of this utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of this utility model, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A hydraulically movable tunnel cable trench integral casting trolley, characterized in that, The system includes a truss support system (100), on which a traveling system (200) and a hydraulic system (400) are mounted. Template systems (300) are mounted on both sides of the truss support system (100). The hydraulic system (400) is located between the template system (300) and the truss support system (100). The truss support system (100) includes two base poles (110) and a gantry system. The base poles (110) are located above the track. The gantry system has multiple poles that are equidistant in the longitudinal direction of the two base poles (110). A connecting system is provided between two adjacent gantry systems. The traveling system (200) has one pole at each end of the base pole (110). The template system (300) includes an inner template (310) and a side template (320) for the cable trench. The side template (320) is located between the inner template (310) and the bottom rod (110). The top of the side template (320) and the top of the inner template (310) are detachably connected by bolts and nuts. The hydraulic system (400) includes a first lifting system, a second lifting system, a first translation system and a second translation system. The first lifting system and the first translation system are respectively connected to the inner mold (310) of the cable trench, and the second lifting system and the second translation system are respectively connected to the side mold (320) of the cable trench, for controlling the lifting and horizontal movement of the inner mold (310) and the side mold (320) of the cable trench.

2. The tunnel hydraulic mobile monolithic casting trolley for left and right side cable trenches according to claim 1, characterized in that: The gantry system includes uprights (120) and crossbars (130). The bottom end of the uprights (120) is fixedly connected to the bottom bar (110), and the two ends of the crossbars (130) are fixedly connected to the two horizontal uprights (120) respectively.

3. The tunnel hydraulic mobile monolithic casting trolley for left and right side cable trenches according to claim 2, characterized in that: The connection system includes a connecting rod (140) and a reinforcing rod (150). The connecting rod (140) is fixedly connected between the upper part of the two vertical poles (120) and the ends of the two horizontal poles (130) in the longitudinal direction. The reinforcing rod (150) is fixedly connected in the middle between the upper and lower connecting rods (140) and is arranged parallel to the vertical poles (120).

4. The tunnel hydraulic mobile monolithic casting trolley for left and right side cable trenches according to claim 2, characterized in that: A diagonal brace (160) is fixedly connected between the bottom of the upright (120) and the lower part of the corresponding horizontal bar (130).

5. The tunnel hydraulic mobile monolithic casting trolley for left and right side cable trenches according to claim 2, characterized in that: The traveling system (200) includes a support column (210), a traveling trolley (220), and a first hydraulic cylinder (230). The support column (210) is located near the end of the base rod (110) and adopts a track-type structure. It is driven by hydraulic and electrical means. The traveling trolley (220) is installed at the bottom end of the support column (210). The bottom horizontal line of the traveling trolley (220) is lower than the bottom horizontal line of the base rod (110). The first hydraulic cylinder (230) is located between the support column (210) and the upright (120).

6. The tunnel hydraulic mobile monolithic casting trolley for left and right side cable trenches according to claim 5, characterized in that: The outermost upright post (120) has a support (121) and a first sliding seat (122) fixedly connected from top to bottom on its side. The first oil cylinder (230) is installed between the support (121) and the support column (210). The support column (210) slides through the inner cavity of the first sliding seat (122).

7. The tunnel hydraulic mobile monolithic casting trolley for left and right side cable trenches according to claim 2, characterized in that: The upright (120) is fixedly connected to a side rod (123) on the side near the cable trench side mold (320). A second sliding seat (124) is slidably sleeved on the surface of the side rod (123). The first lifting system is located between the side rod (123) and the cable trench inner mold (310). The first translation system is located between the second sliding seat (124) and the adjacent upright (120). The second lifting system is located between the side rod (123) and the cable trench side mold (320). The second translation system is located between the bottom rod (110) and the cable trench side mold (320).

8. The tunnel hydraulic mobile monolithic casting trolley for left and right side cable trenches according to claim 7, characterized in that: The first lifting system includes a second hydraulic cylinder (410), which is installed between the side rod (123) and the inner mold (310) of the cable trench; The first translation system includes a fourth hydraulic cylinder (430), which is installed between the second sliding seat (124) and the adjacent upright (120).

9. The tunnel hydraulic mobile monolithic casting trolley for left and right side cable trenches according to claim 7, characterized in that: The second lifting system includes a third hydraulic cylinder (420), which is installed between the side rod (123) and the cable trench side mold (320); The second translation system includes a fifth hydraulic cylinder (440), two of which are installed vertically between the cable trench side mold (320) and the corresponding bottom rod (110).

10. The tunnel hydraulically movable monolithic casting trolley for left and right side cable trenches according to any one of claims 1-9, characterized in that: The bottom of the cable trench side mold (320) near the bottom rod (110) is hinged with a spiral support (500). The other end of the spiral support (500) is provided with an anti-slip support head that can contact the construction base surface. The spiral support (500) is reinforced with an external ground anchor.

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