Prefabricated part assembling system for underground engineering construction

Abstract

The utility model discloses a prefabricated part assembling system for underground engineering construction, relates to the technical field of underground engineering, and solves the problems that assembling equipment in the prior art is complex in structure and not suitable for underground assembly type building scenes. The track beam assembly device comprises a track beam, an assembly machine is movably arranged on the track beam, the assembly machine is connected with a swing mechanism, the swing mechanism is connected with a lifting mechanism, and the movable end of the lifting mechanism is connected with an assembly gripper. The device is simple in structure, small in occupied space, capable of reducing equipment cost, high in reliability and capable of safely and efficiently completing assembly operation of prefabricated parts of the assembly type underground building, ground traffic can be recovered as early as possible, the assembly operation time can be shortened, the construction period is effectively shortened, and economic benefits are improved.

Description

TECHNICAL FIELD

[0001] The utility model relates to underground engineering technical field, especially point to a kind of prefabricated component assembly system for underground engineering construction. BACKGROUND

[0002] The construction of underground engineering is mostly carried out in built-up areas, and the underground excavation technology has a long construction period, high cost and is generally suitable for deep overburden conditions. In the case of shallow overburden, open excavation method is mostly used for construction, which has a greater impact on road traffic and living environment. Therefore, how to quickly restore road traffic and ground environment becomes an important factor for consideration in the construction plan. When building underground buildings in busy urban areas, roads are often occupied, affecting traffic. When the underground building is located on a main road and the traffic cannot be interrupted for a long time and needs to ensure a certain traffic flow, cover excavation method can be selected. Cover excavation method has a small operating space, so the construction speed is slower than open excavation method, and the maintenance and forming period of cast-in-place structure is long. If prefabricated components are used, the main structure is assembled on site at one time. The application of this technology can reduce noise disturbance, reduce environmental impact, improve construction efficiency, save labor, improve construction conditions and improve safety and quality.

[0003] At present, there are various designs of prefabricated component assembly equipment. Application No. 202120840440.3 provides a prefabricated component assembly machine that can walk in a tunnel and can travel in a circular tunnel and complete the hoisting and assembly of prefabricated components, but it is not suitable for large-span underground construction engineering. Application No. 202321617878.0 provides an internal support assembly type station assembly trolley, which can be well applied to the assembly of large-span subway station components. However, the trolley structure is complex, the design and production cost is high, and the assembly time is long, which undoubtedly increases the project cost and construction period. Application No. 202121680821.6 provides a trolley top plate assembly mechanism that can cross steel support and assemble subway stations, which needs to rely on the trolley to realize the assembly function, and can only assemble the station top plate, and the function is not comprehensive. The mechanical transportation system and method for full-composite assembly type subway station prefabricated components disclosed in Chinese Patent No. CN110042867A can only realize the transportation of prefabricated components and cannot realize assembly.

[0004] The above-mentioned existing technology is not a special equipment for prefabricated component assembly of underground assembly type building, and has the problems of complex structure, high equipment cost and low assembly efficiency. UTILITY MODEL CONTENTS

[0005] In view of the deficiencies in the above background technology, the utility model provides a prefabricated component assembly system for underground engineering construction, which solves the problem of complex structure of the assembly equipment in the prior art and is not suitable for underground assembly type building scene.

[0006] The utility model discloses a technical scheme is as follows: a prefabricated component assembling system for underground engineering construction, including track beam, movablely being equipped with assembling machine on track beam, be connected with slewing mechanism on assembling machine, and slewing mechanism is connected with lifting mechanism, and the movable end of lifting mechanism is connected with assembling gripper.

[0007] Preferably, the track beam is provided with a crane, and the crane and the assembling machine are each provided with a moving wheel.

[0008] Preferably, the track beam is a I-shaped beam, and the I-shaped beam is fixedly connected with a building top plate, and the track beam is provided with a rail groove for moving the moving wheel.

[0009] Preferably, the slewing mechanism comprises a slewing bearing fixedly arranged on the assembling machine, and the lifting mechanism is arranged at a movable end of the slewing bearing.

[0010] Preferably, the movable end of the slewing bearing is fixedly provided with a support, and the lifting mechanism is fixedly arranged on the support.

[0011] Preferably, the assembling gripper comprises a support fixedly arranged at an extension end of the lifting cylinder, and the support is provided with a vacuum suction cup or a pneumatic clamping jaw.

[0012] Preferably, the building top plate is pre-buried with a steel structure, and the steel structure is welded or bolted with the track beam.

[0013] Preferably, the building top plate is provided with a connecting steel plate, and the building top plate is provided with an anchor bar for connecting with the connecting steel plate.

[0014] The utility model discloses a prefabricated component assembling system for underground engineering construction, comprising a track beam, an assembling machine movably arranged on the track beam, a slewing mechanism connected to the assembling machine, a lifting mechanism connected to the slewing mechanism, and an assembling gripper connected to a movable end of the lifting mechanism. BRIEF DESCRIPTION OF DRAWINGS

[0015] In order to more clearly illustrate the embodiments of the present application, the drawings needed in the following embodiment description will be briefly introduced. Obviously, the drawings in the following description are only some embodiments of the present application, and for those skilled in the art, other drawings can be obtained without creative labor on the basis of these drawings.

[0016] Figure 1 The figure is a schematic diagram of the prefabricated component state grabbed by the assembling machine of the present application.

[0017] Figure 2 The figure is a schematic diagram of the prefabricated component installation posture grabbed by the assembling machine of the present application.

[0018] Figure 3 The figure is a schematic diagram of the prefabricated component structure hoisted by the crane of the present application.

[0019] Figure 4 The figure is a schematic diagram of the side of the assembling machine and the crane of the present application.

[0020] Figure 5 The figure is a schematic diagram of the first steel structure and the track beam connection structure of the present application.

[0021] Figure 6 The figure is a schematic diagram of the second steel structure and the track beam connection structure of the present application.

[0022] Figure 7 The figure is a schematic diagram of the connecting steel plate and the anchor and the track beam connection structure of the present application.

[0023] In the figure: 1: building top plate, 2: track beam, 3: crane, 4: assembling machine, 5: rotating mechanism, 6: lifting mechanism, 7: assembling gripper, 8: moving wheel, 71: support, 72: vacuum chuck, 31: lifting hook, 11: steel structure, 12: steel plate, 13: anchor. DETAILED DESCRIPTION

[0024] The technical solutions in the embodiments of the present application will be described clearly and completely in combination with the drawings in the embodiments of the present application. Obviously, the described embodiments are only some embodiments of the present application, but not all the embodiments. Based on the embodiments in the present application, all the other embodiments obtained by those skilled in the art without creative labor are within the protection scope of the present application.

[0025] As Figure 1 , 2, 3, 4, and 1, a prefabricated component assembly system for underground engineering construction, comprising a track beam 2, the track beam 2 serving as a walking track of the entire assembly system and providing a support base for the transportation and assembly of prefabricated components, the track beam 2 being fixed to the building roof 1 or other hard wall surface by bolt connection or welding, and in this embodiment, the track beam is arranged below the building roof 1. A track beam 2 is movably provided with an assembly machine 4. The assembly machine 4 undertakes the assembly of prefabricated components, can lift the prefabricated components transported and rotate and assemble them in the corresponding position.

[0026] In addition, the assembly machine 4 is connected with a rotating mechanism 5, the rotating mechanism 5 is connected with a lifting mechanism 6, and the movable end of the lifting mechanism 6 is connected with an assembly gripper 7. The assembly gripper can grasp the prefabricated components, the lifting mechanism can adjust the position of the assembly gripper to meet the action distance of grasping and assembling the prefabricated components, and the rotating mechanism 5 can rotate to adjust the direction of the assembly gripper to meet the direction and angle of assembling the prefabricated components. Further, a crane 3 is arranged on the track beam, and the crane 3 and the assembly machine 4 can move forward and backward along the track beam 2, and the crane 3 undertakes the hoisting of prefabricated components, and the prefabricated components sent down from the wellhead are hoisted by the crane and transported to the assembly position.

[0027] In use, after the roof assembly is completed, the soil can be backfilled to restore the ground traffic, and along with the excavation of the soil layer below the roof, the track beam of the assembly system is installed along the embedded part below the roof, and the crane and the assembly machine, which can move forward and backward along the track beam through the walking wheels. After the prefabricated components are placed in the wellhead, the crane can hoist the prefabricated components to the assembly machine position along the track beam, move and drop them to the area to be assembled, and then the assembly machine works, the lifting mechanism extends to grasp the prefabricated components by the assembly gripper, then the lifting mechanism is retracted, the rotating mechanism is rotated, the posture of the prefabricated components is changed, and then the lifting mechanism is extended again to install the prefabricated components to the designated area. In this embodiment, by arranging the lifting mechanism, the height and position of the prefabricated components can be adjusted, and by cooperating with the rotating mechanism, the posture of the prefabricated components can be adjusted, so that the prefabricated components can be grasped and installed in place. This assembly system has simple structure, less space occupation, low equipment cost, high reliability, and can safely and efficiently complete the assembly of prefabricated components of the prefabricated underground building, meet the construction requirements of the top-down method, restore the ground traffic as soon as possible, shorten the assembly time, effectively shorten the construction period and improve the economic benefits.

[0028] As a further specific embodiment, the track beam 2 is an I-shaped beam, the I-shaped beam is fixedly connected with the building roof 1, the mobile wheels 8 are arranged on the crane 3 and the assembling machine 4, and the track grooves for the movement of the mobile wheels 8 are arranged on the I-shaped beam. Specifically, in the embodiment, two track grooves are formed at the middle of the I-shaped beam, two pairs of mobile wheels are arranged on the crane and the assembling machine respectively, the two pairs of mobile wheels are matched with the two track grooves respectively, and the movable function is realized.

[0029] By using the system, the assembling of the prefabricated components of the underground fabricated building can be efficiently completed, the construction process of the top-down method can be met, the assembling efficiency is improved, and the economic benefit is further improved.

[0030] In embodiment 2, a prefabricated component assembling system for underground engineering construction is provided, and the rotary mechanism 5 includes a rotary support 51 fixedly arranged on the assembling machine 4, and the lifting mechanism 6 is arranged at the movable end of the rotary support 51. The driving unit is arranged on the assembling machine 4, and the driving unit is used to drive the movable end of the rotary support to rotate, and further drive the lifting mechanism 6 to rotate.

[0031] Specifically, in the embodiment, the movable end of the rotary support 51 is fixedly provided with a support, and the driving unit can drive the support to rotate and change the orientation when the driving unit works, so as to change the orientation of the lifting mechanism arranged on the support. In addition, the driving unit can be a rotary oil cylinder, which is fixedly arranged on the assembling machine and coaxially arranged with the rotary support. The driving end of the rotary oil cylinder is fixedly connected with the rotating end of the rotary support, so that the movable end of the rotary support can be driven to rotate when the rotary oil cylinder works.

[0032] As a further specific embodiment, the lifting mechanism 6 includes a lifting oil cylinder fixedly arranged on the support, and the assembling gripper 7 is arranged at the telescopic end of the lifting oil cylinder. In the embodiment, a pair of lifting oil cylinders are arranged, and the assembling gripper 7 includes a support 71 fixedly arranged at the telescopic end of the lifting oil cylinder. The support 71 is fixedly connected with the telescopic ends of the two lifting oil cylinders at both ends, and the vacuum suction cup 72 is arranged on the support 71. A plurality of vacuum suction cups can be arranged to realize more stable adsorption and gripping of the prefabricated components. In actual use, the lifting oil cylinder drives the assembling gripper to extend to the surface of the prefabricated component, and the vacuum suction cup is inserted into the assembling hole of the prefabricated component and adsorbed and gripped.

[0033] As a further optional specific embodiment in the embodiment, the vacuum suction cup is connected with the pneumatic pipeline, the pneumatic pipeline is connected with the pneumatic distributor arranged on the assembling machine, and the pneumatic distributor is connected with the air pump. When the prefabricated component needs to be gripped, the pneumatic distributor works to provide negative pressure for the vacuum suction cup, so that the prefabricated component is adsorbed and connected by the negative pressure when the vacuum suction cup contacts the surface of the prefabricated component. After being moved to the position, the air pressure of the vacuum suction cup is restored to facilitate separation from the prefabricated component.

[0034] As an optional embodiment, the vacuum chuck can be replaced by a conventional pneumatic clamping jaw, and the pneumatic clamping jaw is controlled to open and close by using air pressure to achieve the grasping of the prefabricated component.

[0035] In embodiment 3, a prefabricated component assembly system for underground engineering construction is provided, and at least one pair of electric hoists is arranged on the crane 3, and a hook 31 is arranged at the suspension end of the electric hoist. In this embodiment, the crane includes a crane base, and the moving wheels are arranged on the crane base to support the crane base to move on the track beam. In addition, a pair of electric hoists is arranged on the crane base, and the hook on the electric hoist is connected with the prefabricated component to lift the prefabricated component, and the prefabricated component is transported along with the crane base as a whole to realize material transportation. After the prefabricated component is lowered from the wellhead, the lifting head is screwed into the lifting hole of the prefabricated component, and then the hook hooks the lifting head to pull the prefabricated component to be suspended, and then transported to the position of the assembly machine.

[0036] In embodiment 4, a prefabricated component assembly system for underground engineering construction is provided, and on the basis of embodiment 3, in order to realize the stable connection between the track beam and the building top plate, as shown in Figure 5 6 , a steel structure 11 is embedded in the building top plate 1, and the steel structure 11 is welded and fixed or bolted between the track beam 2. In this embodiment, the steel structure can be selected as an I-shaped steel or a II-shaped steel structure, which is embedded and fixed in the building top plate, and the bottom is provided with bolt holes and bolts, and the top of the track beam is provided with corresponding bolt holes through which the bolts reserved on the steel structure can pass, and then the bolts are fixed by nuts, and finally the top of the track beam is welded and reinforced on both sides. This assembly system can effectively solve the problem of difficult assembly of prefabricated components in the top cover reverse construction of the underground fabricated building structure, and the system structure is simple and the cost is low, which can ensure the safe and efficient assembly of the prefabricated components, thereby shortening the construction period and improving the economic benefit.

[0037] In embodiment 5, a prefabricated component assembly system for underground engineering construction is provided, and on the basis of embodiment 3, which is different from embodiment 4, as an optional solution, as shown in Figure 7 , in this embodiment, a connecting steel plate 12 is arranged on the building top plate 1, and an anchor bar 13 for connecting the connecting steel plate 12 is arranged on the building top plate 1, and the connecting steel plate is fixed by embedding the anchor bar in the building top plate, and then the connecting steel plate 12 and the track beam 2 are welded and fixed or bolted, and the anchor bar is suitable for the case where the weight of the prefabricated component is small. In this embodiment, bolt holes are arranged on the connecting steel plate 12 and bolts are reserved, and the top of the track beam is provided with corresponding bolt holes through which the bolts reserved on the connecting steel plate 12 can pass, and then the bolts are fixed by nuts, and finally the top of the track beam is welded and reinforced on both sides.

[0038] ​The above merely describes preferred embodiments of the present application and is not intended to limit the present application, and any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present application shall be included in the protection scope of the present application.

Claims

1. A prefabricated component assembly system for underground construction, characterized by: Including track beam (2), track beam (2) is movably provided with assembling machine (4), the assembling machine (4) is connected with slewing mechanism (5), slewing mechanism (5) is connected with lifting mechanism (6), and the movable end of lifting mechanism (6) is connected with assembling gripper (7).

2. The precast segmental assembly system for underground works construction as claimed in claim 1 wherein: The track beam (2) is provided with a crane (3), and the crane (3) and the assembling machine (4) are both provided with moving wheels (8), which are matched with the track beam (2).

3. The precast segmental assembly system for underground works construction as claimed in claim 2 wherein: The track beam (2) is an I-shaped beam, which is fixedly connected with the building roof (1), and the I-shaped beam is provided with a rail groove for moving the moving wheels (8).

4. The prefabricated component assembly system for underground engineering construction according to any one of claims 1 to 3, characterized in that: The slewing mechanism (5) includes a rotary support (51) fixedly arranged on the assembling machine (4), and the lifting mechanism (6) is arranged at the movable end of the rotary support (51), and the assembling machine (4) is provided with a driving unit for driving the movable end of the rotary support (51) to rotate.

5. The precast segmental assembly system for underground works according to claim 4, wherein: The movable end of the rotary support (51) is fixedly provided with a support, and the lifting mechanism (6) is fixedly arranged on the support.

6. The precast segmental assembly system for underground works construction as claimed in claim 5 wherein: The lifting mechanism (6) includes a lifting oil cylinder fixedly arranged on the support, and the assembling gripper (7) is arranged at the telescopic end of the lifting oil cylinder.

7. The precast segmental assembly system for underground works according to claim 6, wherein: The assembling gripper (7) includes a support (71) fixedly arranged at the telescopic end of the lifting oil cylinder, and the support (71) is provided with a vacuum chuck (72) or a pneumatic clamping jaw.

8. The precast segmental assembly system for underground works according to claim 3, wherein: The crane (3) is provided with at least one pair of electric hoists, and the suspension end of the electric hoist is provided with a lifting hook (31).

9. The precast segmental assembly system for underground works according to claim 3, wherein: The building roof (1) is pre-buried with a steel structure (11), and the steel structure (11) and the track beam (2) are welded or bolted.

10. The precast segmental assembly system for underground works according to claim 3, wherein: The building roof (1) is provided with a connecting steel plate (12), and the building roof (1) is provided with an anchor bar (13) for connecting with the connecting steel plate (12), and the connecting steel plate (12) and the track beam (2) are welded or bolted. The building roof (1) is provided with a connecting steel plate (12), and the building roof (1) is provided with an anchor bar (13) for connecting with the connecting steel plate (12), and the connecting steel plate (12) and the track beam (2) are welded or bolted.

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