Large section of station top arch reinforcement binding trolley

Abstract

The utility model provides super section cuts station side top arch reinforcement banding trolley belongs to the field of tunnel trolley, including double -deck frame, walking support system, telescopic side support subassembly and lengthening platform. The utility model discloses, through design double -deck frame, the middle part of the first layer of double -deck frame forms the passage area, guarantees the transfer use of relevant equipment in station tunnel, and the both sides of double -deck frame design telescopic side support subassembly, and side support subassembly supports in the side of tunnel when using double -deck frame, forms the stable support to double -deck frame, makes double -deck frame more stable in the operation process.

Description

Technical Field

[0001] This utility model relates to the field of tunnel trolleys, specifically a trolley for binding the steel reinforcement of the side arch of a large-section underground station. Background Technology

[0002] In urban subway or underground engineering projects, due to limitations imposed by the surface environment, the cut-and-cover method is often used for construction. Extra-large cross-section stations have large spans (usually exceeding 20 meters), complex structural stresses, and extremely high requirements for construction safety and structural stability. The side walls and the roof arch are the core load-bearing parts of the station's main structure, and they need to be integrated into a whole load-bearing system through steel reinforcement binding and concrete lining.

[0003] Traditional phased reinforcement binding (such as first the side walls and then the top arch) has problems such as many procedures, long construction period and poor structural integrity, which makes it difficult to meet the needs of efficient construction in modern engineering. The integrated reinforcement binding and pouring method has high requirements for the supporting structure, long scaffolding construction period, and affects the transportation of related equipment, delaying the construction process. Therefore, this utility model provides a reinforcement binding trolley for the side arch of a large-section underground station. Utility Model Content

[0004] To address the issues of high requirements for the supporting structure, long scaffolding erection period, and disruption to the transportation of related equipment and construction progress caused by the integrated rebar binding and casting method, this utility model provides a rebar binding trolley for the side arch of a large-section underground station.

[0005] To achieve the above objectives, the present invention adopts the following technical solution:

[0006] The steel reinforcement binding trolley for the side arch of a large-section tunnel station includes:

[0007] The double-layer frame has a passageway area in the middle of the first layer and a walking support system installed at the bottom of the double-layer frame.

[0008] The double-layer frame is fixedly installed with extended platforms at both ends along the length of the tunnel;

[0009] Both sides of the double-layer frame are equipped with retractable side support components.

[0010] As a further description of the above technical solution:

[0011] The side support assembly includes:

[0012] Multiple fixed rods are fixedly connected to the side of the double-layer frame and distributed parallel to each other. Each fixed rod has a square flange fixedly connected to its end. Each fixed rod has a telescopic rod slidably installed at its end. The side of the telescopic rod is fixedly installed with a retaining sleeve by screws.

[0013] A push frame is distributed perpendicularly to the telescopic rod. One side of the push frame is connected to the double-layer frame body by a diagonal connecting rod. The push frame is located between the square flange and the retaining sleeve. A pull-back steel wire is connected between the push frame and the retaining sleeve.

[0014] A steel wire rope, which slides through the inclined connecting rod, and a ball joint is fixedly connected to the steel wire rope near the inclined connecting rod;

[0015] A hydraulic telescopic component is fixedly installed on the outermost fixed rod, and the steel wire rope is fixedly connected to the telescopic end of the hydraulic telescopic component.

[0016] A spring assembly connects the pusher to the double-layer frame.

[0017] As a further description of the above technical solution:

[0018] The side support assembly has multiple layers.

[0019] As a further description of the above technical solution:

[0020] The double-layer frame includes:

[0021] Two sets of single-layer support systems in an inverted triangular shape are located on both sides of the tunnel. A single-layer platform is fixedly installed on the top of the two sets of single-layer support systems, and a first ladder is installed on the side of the single-layer support system.

[0022] A second-layer column support system is fixedly installed on the top of a first-layer platform. A second-layer platform is fixedly installed on the top of the second-layer column support system, and an auxiliary platform is fixedly installed on the top of the second-layer platform.

[0023] A second ladder is installed between the first-floor platform and the second-floor platform;

[0024] A second-layer inclined frame support system is also installed between the first-layer platform and the second-layer platform;

[0025] The longitudinal direction of the first-layer support system is provided with a transverse connecting system.

[0026] As a further description of the above technical solution:

[0027] The walking support system includes:

[0028] The traveling wheels are fixedly installed at the bottom of the double-layer frame;

[0029] The power trolley is hinged to the bottom of the double-layer frame;

[0030] The traveling wheels and the power trolley are located at both ends of the bottom of the double-layer frame;

[0031] Several sets of telescopic support systems are fixedly installed at the bottom of the double-layer frame and located between the traveling wheels and the power trolley.

[0032] As a further description of the above technical solution:

[0033] The powered vehicle includes:

[0034] The vehicle body is equipped with track wheels, and a connecting lug is fixedly connected to the top of the vehicle body;

[0035] The motor and the reducer are both fixedly mounted on the vehicle body, and the output end of the motor is connected to the input end of the reducer. The output end of the reducer is connected to the shaft of the track wheel.

[0036] The beneficial effects of this utility model are as follows: This utility model designs a double-layer frame, with a passage area formed in the middle of the first layer of the double-layer frame to ensure that the relevant equipment can be transported and used in the station tunnel. In addition, the double-layer frame is designed with retractable side support components on both sides. When the double-layer frame is in use, the side support components extend to support the sides of the tunnel, forming a stable support for the double-layer frame, making the double-layer frame more stable during operation. Attached Figure Description

[0037] To more clearly illustrate the steel reinforcement binding trolley for the side arch of a large-section underground station, the following figures are shown;

[0038] Figure 1 This is a front view of the present invention.

[0039] Figure 2 This is a partial side view of the present invention.

[0040] Figure 3 This is a schematic diagram of the side support component of this utility model.

[0041] Figure 4 for Figure 2 A magnified view of a portion of point A in the middle.

[0042] The labels in the attached diagram;

[0043] 1. Double-layer frame; 101. First-layer support system; 102. First-layer platform; 103. First ladder; 104. Second-layer column support system; 105. Second-layer platform; 106. Second ladder; 107. Auxiliary platform; 108. Second-layer inclined frame support system; 109. Lateral connection system; 2. Side support assembly; 201. Fixed rod; 202. Telescopic rod; 203. Sleeve; 204. Square flange; 205. Push frame 206. Diagonal connecting rod; 207. Spring assembly; 208. Steel wire rope; 209. Ball joint; 2010. Hydraulic telescopic component; 2011. Pull-back steel wire; 3. Walking support system; 301. Walking wheel; 302. Telescopic support system; 303. Power trolley; 3031. Car body; 3032. Connecting lug; 3033. Track wheel; 3034. Motor; 3035. Reducer; 4. Extended platform. Detailed Implementation

[0044] Please refer to the attached document. Figures 1-4 This application illustrates a large-section tunnel-excavated station side, top, and arch reinforcement binding trolley provided in an embodiment of the present application. It is used for binding the side, top, and arch reinforcement of tunnel-excavated stations and ensures that the relevant equipment can be transported within the station tunnel. Specifically, it includes: a double-layer frame 1, a walking support system 3, a telescopic side support assembly 2, and an extended platform 4.

[0045] The middle of the first layer of the double-layer frame 1 forms a passage area to ensure that the relevant equipment can be transported and used in the station tunnel. The bottom of the double-layer frame 1 is equipped with a walking support system 3, which allows the double-layer frame 1 to move along the length of the tunnel of the mined station. The length of the double-layer frame 1 is generally designed to be about 9m. It completes the work along the entire length of the tunnel by moving. Both ends of the double-layer frame 1 along the length of the tunnel are fixedly installed with extension platforms 4, which can meet the requirement of binding 9 meters of steel bars and waterproof boards each time, and provide sufficient space for integrated steel bar binding operations. Both sides of the double-layer frame 1 are equipped with retractable side support components 2. When the double-layer frame 1 is in use (when the double-layer frame 1 is fixed), the side support components 2 extend and support the side of the tunnel, forming a stable support for the double-layer frame 1, making the double-layer frame 1 more stable during operation.

[0046] This utility model designs a double-layer frame 1, with a passage area formed in the middle of the first layer of the double-layer frame 1 to ensure that the relevant equipment can be transported and used in the station tunnel. Furthermore, the double-layer frame 1 is designed with retractable side support components 2 on both sides. When the double-layer frame 1 is in use, the side support components 2 extend and support the side of the tunnel to form a stable support for the double-layer frame 1, making the double-layer frame 1 more stable during operation.

[0047] In one embodiment, the side support assembly 2 includes: a plurality of fixed rods 201, telescopic rods 202, retaining sleeves 203, square flanges 204, push frames 205, diagonal connecting rods 206, wire ropes 208, and hydraulic telescopic components 2010 that are fixedly connected to the side of the double-layer frame 1 and distributed parallel to each other.

[0048] The fixed rod 201 is fixedly connected to the side of the double-layer frame 1. Multiple fixed rods 201 are provided, arranged parallel to each other. A square flange 204 is fixedly connected to the end of each fixed rod 201. A telescopic rod 202 is slidably installed at the end of each fixed rod 201. The telescopic rod 202 and the fixed rod 201 form a telescopic structure. A retaining sleeve 203 is fixedly installed on the side of the telescopic rod 202 by screws. The screws are threadedly connected to the retaining sleeve 203. The retaining sleeve 203 can... The position is adjusted by sliding on the fixed rod 201, and the retaining sleeve 203 is fixedly connected to the fixed rod 201 using screws; the push frame 205 is perpendicular to the telescopic rod 202, and one side of the push frame 205 is connected to the double-layer frame 1 through the diagonal connecting rod 206. The push frame 205 is located between the square flange 204 and the retaining sleeve 203. A pull-back steel wire 2011 is connected between the push frame 205 and the retaining sleeve 203. When the push frame 205 moves backward, it can pull the pull-back steel wire 2011, thereby causing the retaining sleeve 203 to move backward. 3. The telescopic rod 202 retracts towards the fixed rod 201, and the wire rope 208 slides through the inclined connecting rod 206. A ball joint 209 is fixedly connected to the wire rope 208 near the inclined connecting rod 206. The hydraulic telescopic component 2010 is fixedly installed on the outermost fixed rod 201, and the wire rope 208 is fixedly connected to the telescopic end of the hydraulic telescopic component 2010. When the hydraulic telescopic component 2010 extends, it pushes one end of the wire rope 208 to move, and the ball joint 209 on the wire rope 208 locks in place. On the side of the inclined connecting rod 206, the inclined connecting rod 206 is rotated, causing the pusher 205 to move outward. The pusher 205 pushes the retaining sleeve 203 to move outward, causing the retaining sleeve 203 and the telescopic rod 202 to slide outward, so that the end of the telescopic rod 202 abuts against the inner wall of the tunnel. A spring assembly 207 is connected between the pusher 205 and the double-layer frame 1. The spring assembly 207 gives the pusher 205 the function of elastic return. When returning, the pusher 205 abuts against the side of the square flange 204.

[0049] In one embodiment, the side support component 2 is provided with multiple layers. The multi-layer structure provides more stable support and ensures the stability of the double-layer frame 1 during use.

[0050] In one embodiment, the double-layer frame 1 includes: two sets of first-layer support systems 101 in an inverted triangular shape located on both sides of the tunnel, a first-layer platform 102, a second-layer column support system 104 fixedly installed on the top of the first-layer platform 102, a second-layer platform 105, a second-layer inclined frame support system 108, and a transverse connection system 109.

[0051] A platform 102 is fixedly installed on the top of two sets of first-layer support systems 101. A passage area is formed between the bottom of the first-layer platform 102 and the two sets of first-layer support systems 101. A first ladder 103 is installed on the side of the first-layer support system 101, which allows construction workers to climb onto the first-layer platform 102. A second-layer platform 105 is fixedly installed on the top of the second-layer column support system 104. An auxiliary platform 107 is fixedly installed on the top of the second-layer platform 105. A second ladder 106 is installed between the first-layer platform 102 and the second-layer platform 105, which allows construction workers to climb onto the second-layer platform 105. A second-layer inclined frame support system 108 is also installed between the first-layer platform 102 and the second-layer platform 105 to further increase the stability of the second-layer platform 105. A transverse connecting system 109 is set longitudinally in the first-layer support system 101, which connects the two-layer frame 1 laterally.

[0052] In one embodiment, the walking support system 3 includes: a walking wheel 301 fixedly installed at the bottom of the double-layer frame 1, a power trolley 303 hingedly installed at the bottom of the double-layer frame 1, and several sets of telescopic support systems 302 fixedly installed at the bottom of the double-layer frame 1 and located between the walking wheel 301 and the power trolley 303. The walking wheel 301 and the power trolley 303 are distributed at both ends of the bottom of the double-layer frame 1.

[0053] When moving, several sets of telescopic support systems 302 retract upwards, and the traveling wheels 301 and the power trolley 303 support the double-layer frame 1. The power trolley 303 provides power to move the double-layer frame 1. During construction, several sets of telescopic support systems 302 extend downwards and stably support the track, thus maintaining the stability of the double-layer frame 1.

[0054] In one embodiment, the powered vehicle 303 includes: a vehicle body 3031, track wheels 3033, a motor 3034, and a reducer 3035.

[0055] The car body 3031 is equipped with a track wheel 3033. The top of the car body 3031 is fixedly connected to a connecting ear 3032, which is hinged to the bottom of the double-layer frame 1. The motor 3034 and the reducer 3035 are both fixedly installed on the car body 3031. The output end of the motor 3034 is connected to the input end of the reducer 3035, and the output end of the reducer 3035 is connected to the shaft of the track wheel 3033.

[0056] When in operation, the motor 3034 drives the reducer 3035, which in turn drives the track wheel 3033 to rotate, and the track wheel 3033 moves on the track.

[0057] Other embodiments of the present invention will readily occur to those skilled in the art upon consideration of the specification and practice of the disclosure herein. This application is intended to cover any variations, uses, or adaptations of the present invention that follow the general principles of the present invention and include common knowledge or customary techniques in the art not disclosed herein. The specification and examples are to be considered exemplary only, and the true scope and spirit of the present invention are indicated by the following claims.

[0058] It should be understood that relational terms such as "first" and "second" are used merely to distinguish one entity or operation from another, and do not necessarily require or imply any such actual relationship or order between these entities or operations. This invention is not limited to the precise structures described above and shown in the accompanying drawings, and various modifications and changes can be made without departing from its scope. The scope of this invention is limited only by the appended claims.

Claims

1. A trolley for binding the reinforcing steel bars of the side arch of a large-section underground station, characterized in that: include: A double-layer frame (1) is provided, wherein a passage area is formed in the middle of the first layer of the double-layer frame (1), and a walking support system (3) is installed at the bottom of the double-layer frame (1). The double-layer frame (1) has an extended platform (4) fixedly installed at both ends along the tunnel length direction; The double-layer frame (1) is equipped with retractable side support components (2) on both sides.

2. The steel reinforcement binding trolley for the side arch of a large-section underground station as described in claim 1, characterized in that, The side support assembly (2) includes: Multiple fixed rods (201) are fixedly connected to the side of the double-layer frame (1) and distributed parallel to each other. Each fixed rod (201) has a square flange (204) fixedly connected to its end. Each fixed rod (201) has a telescopic rod (202) slidably installed at its end. The side of the telescopic rod (202) is fixedly installed with a retaining sleeve (203) by screws. A push frame (205) is distributed perpendicularly to the telescopic rod (202). One side of the push frame (205) is connected to the double-layer frame (1) through a diagonal connecting rod (206). The push frame (205) is located between the square flange (204) and the retaining sleeve (203). A pull-back steel wire (2011) is connected between the push frame (205) and the retaining sleeve (203). A steel wire rope (208) slides through the inclined connecting rod (206), and a ball joint (209) is fixedly connected to the steel wire rope (208) near the inclined connecting rod (206); A hydraulic telescopic component (2010) is fixedly installed on the outermost fixed rod (201), and a steel wire rope (208) is fixedly connected to the telescopic end of the hydraulic telescopic component (2010). A spring assembly (207) is connected between the pusher (205) and the double-layer frame (1).

3. The steel reinforcement binding trolley for the side arch of a large-section underground station as described in claim 2, characterized in that: The side support assembly (2) has multiple layers.

4. The steel reinforcement binding trolley for the side arch of a large-section underground station as described in claim 1, characterized in that, The double-layer frame (1) includes: Two sets of single-layer support systems (101) in the shape of an inverted triangle are located on both sides of the tunnel. A single-layer platform (102) is fixedly installed on the top of the two sets of single-layer support systems (101). A first ladder (103) is installed on the side of the single-layer support system (101). A second-layer column support system (104) is fixedly installed on the top of the first-layer platform (102). A second-layer platform (105) is fixedly installed on the top of the second-layer column support system (104). An auxiliary platform (107) is fixedly installed on the top of the second-layer platform (105). A second ladder (106) is installed between the first-floor platform (102) and the second-floor platform (105); A second-level inclined support system (108) is also installed between the first-level platform (102) and the second-level platform (105); The longitudinal direction of the first-layer support system (101) is provided with a transverse connecting system (109).

5. The steel reinforcement binding trolley for the side arch of a large-section underground station as described in claim 1, characterized in that, The walking support system (3) includes: The traveling wheels (301) are fixedly installed at the bottom of the double-layer frame (1); The power trolley (303) is hinged to the bottom of the double-layer frame (1); The walking wheels (301) and the power trolley (303) are located at both ends of the bottom of the double-layer frame (1); Several sets of telescopic support systems (302) are fixedly installed at the bottom of the double-layer frame (1) and located between the walking wheel (301) and the power trolley (303).

6. The steel reinforcement binding trolley for the side arch of a large-section underground station as described in claim 5, characterized in that, The powered vehicle (303) includes: The vehicle body (3031) is equipped with track wheels (3033), and the top of the vehicle body (3031) is fixedly connected with connecting ears (3032); The motor (3034) and reducer (3035) are fixedly mounted on the vehicle body (3031), and the output end of the motor (3034) is connected to the input end of the reducer (3035). The output end of the reducer (3035) is connected to the shaft of the track wheel (3033).

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