Three-layer overlapping assembly type underground station assembling trolley equipment
By designing three-layer superimposed prefabricated underground station assembly trolley equipment, the problems of long construction cycles and difficulty in adapting to the installation needs of prefabricated components in traditional construction methods are solved, and the rapid assembly and position verification of prefabricated components are achieved, and construction efficiency is improved.
Patent Information
- Application Number
- CN202411875615.9
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-19
- Publication Date
- 2025-03-21
AI Technical Summary
The traditional cast-in-place underground station construction method has a long construction cycle and is difficult to adapt to the installation needs of prefabricated components, resulting in low construction efficiency.
A three-layer superimposed prefabricated underground station assembly trolley equipment is designed, including mobile pedestals, fixed frame seats, side wall assembly components and mobile blocks. Through the combination of these components and the driving of hydraulic cylinders, the rapid and precise assembly and position verification of prefabricated components are achieved.
This equipment can effectively shorten the construction cycle and improve construction efficiency. It is suitable for assembly operations of three-layer superimposed prefabricated underground stations, and can meet the gravity bearing requirements of prefabricated components.
Smart Images

Figure CN119663897A_ABST
Abstract
Description
Technical Field
[0001] The present invention relates to the technical field of construction trolley equipment, and in particular to a three-layered assembled underground station assembling trolley equipment. Background Art
[0002] The three-layer stacked prefabricated underground station assembly trolley equipment is an important technical equipment that has emerged in the field of underground station construction projects. With the acceleration of urbanization, the demand for underground transportation infrastructure construction has increased dramatically, and the traditional cast-in-place underground station construction faces many challenges.
[0003] In the traditional construction method, the concrete structure of the underground station is mostly cast as a whole on the construction site. This method has a long construction period because it requires a large amount of on-site formwork construction, steel bar binding, concrete pouring and maintenance work. Each process is time-consuming and labor-intensive, and the connection between the processes is limited. It is easily affected by various factors and delays in the construction period. Therefore, prefabricated components are gradually used to replace cast-in-place concrete. However, there is no targeted equipment for the installation of prefabricated concrete components. The method of relying solely on gantry crane lifting is not suitable for the installation and construction needs of prefabricated components.
[0004] To sum up, we consider designing a device that can quickly and accurately assemble prefabricated composite assembly components at the construction site of the underground station, and can verify and adjust the position, thereby effectively shortening the construction period. In view of this, we propose a three-layer composite assembly trolley equipment for underground stations. Summary of the invention
[0005] The purpose of the present invention is to solve the deficiencies mentioned in the above-mentioned background technology and to provide a three-layered assembled underground station assembling trolley device.
[0006] In order to solve the above technical problems, the present invention adopts the following technical solutions:
[0007] A three-layer stacked assembled underground station trolley assembly equipment, comprising:
[0008] The mobile platform is provided with a scissor lift table that can be raised and lowered in the vertical direction;
[0009] A fixed frame, fixedly mounted on the scissor lift platform;
[0010] The side wall assembly assembly includes a horizontal connecting plate installed horizontally on one side of the fixing frame, and an L-shaped supporting plate installed on the outer end of the horizontal connecting plate, wherein the L-shaped supporting plate is adjusted in vertical tilt angle by a power source;
[0011] The moving block is installed on the other side of the fixed frame seat for horizontal movement through a driving source, and a longitudinal beam support plate and a clamping claw are installed on the moving block.
[0012] Preferably, the fixing frame seat comprises a plurality of vertical support frames vertically mounted on the scissor lift platform, and a bottom plate, a middle plate and a top plate are fixedly mounted in sequence from bottom to top between the plurality of vertical support frames.
[0013] Preferably, a clamping plate with an open end is installed on the bottom plate, and a limiting groove is provided between the bottom plate and the clamping plate.
[0014] Preferably, the middle plate is provided with an insertion slot with one end open, and a mounting slot for mounting a driving source.
[0015] Preferably, the moving block is in an I-shaped structure, and is provided with a limiting bottom block and a limiting top block for being inserted into the limiting groove and the inserting groove respectively;
[0016] The longitudinal beam supporting plate is horizontally mounted on the limiting top block.
[0017] Preferably, a second hydraulic cylinder is installed in the installation groove as a driving source, and an output shaft of the second hydraulic cylinder is fixedly connected to the limiting top block.
[0018] Preferably, a slide rail is installed on the bottom plate near the side wall assembly component, and a slide groove for sliding installation on the slide rail is provided on the horizontal connecting plate;
[0019] A third hydraulic cylinder is installed on the clamping plate, and an output shaft of the third hydraulic cylinder is fixedly connected to the horizontal connecting plate.
[0020] Preferably, the L-shaped support plate is rotatably mounted on the horizontal connecting plate via a second rotating shaft, and a first rotating shaft is rotatably mounted on the L-shaped support plate.
[0021] Preferably, a first hydraulic cylinder is installed on the horizontal connecting plate as a power source, the output shaft of the first hydraulic cylinder is fixedly connected to the first rotating shaft, and the first hydraulic cylinder is used to adjust the vertical tilt angle of the L-shaped support plate.
[0022] Preferably, a driving wheel is installed at the bottom of the movable platform, and a lifting leg is installed below the movable platform, and the lifting leg is used to position and support the movable platform.
[0023] Compared with the prior art, the present invention has the following beneficial effects:
[0024] 1. The three-layer superimposed assembled underground station assembly trolley equipment provides lifting function and installation position through the mobile pedestal and fixed frame, which can be suitable for the assembly operation of the three-layer superimposed assembled underground station; and the equipment is movable, the structure is stable and reliable during the construction process, and can meet the requirements of gravity bearing of prefabricated components;
[0025] 2. Side wall assembly components and moving blocks are respectively provided on both sides of the fixed frame. The moving blocks are equipped with longitudinal beam support plates and clamps. Together with the side wall assembly components and the top plate, they can quickly assemble the prefabricated components of the prefabricated side wall panels, prefabricated center columns, prefabricated longitudinal beams, and prefabricated center plates in the construction of the composite assembled underground station;
[0026] 3. The device can effectively support or clamp prefabricated components in conjunction with the existing gantry crane method for lifting prefabricated components, and can achieve rapid positioning and assembly of prefabricated components, which is conducive to simplifying the construction process and improving construction efficiency. BRIEF DESCRIPTION OF THE DRAWINGS
[0027] The drawings constituting a part of the present application are used to provide a further understanding of the present invention. The exemplary embodiments of the present invention and their descriptions are used to explain the present invention and do not constitute an improper limitation of the present invention. In the drawings:
[0028] Figure 1 It is a side view of the overall structure of the present invention;
[0029] Figure 2 This is one of the overall structural schematic diagrams of the present invention;
[0030] Figure 3 This is the second schematic diagram of the overall structure of the present invention;
[0031] Figure 4 This is a schematic diagram of the installation relationship of the present invention;
[0032] Figure 5 This is an exploded view of the installation relationship of the present invention;
[0033] Figure 6 This is an exploded view of the fixing bracket of the present invention;
[0034] Figure 7 It is a schematic diagram of the side wall assembly component of the present invention;
[0035] Figure 8 This is a diagram showing the installation relationship between the moving block and the clamping jaws of the present invention;
[0036] Fig. 9 This is an exploded view of the installation relationship between the moving block and the clamping claw of the present invention;
[0037] Fig.10 It is a construction schematic diagram of an embodiment of the present invention.
[0038] The meaning of each number in the figure is:
[0039] 1. Mobile platform; 11. Scissor lift platform;
[0040] 2. Fixed frame; 21. Vertical support frame; 22. Bottom plate; 23. Slide rail; 24. Card plate; 201. Limiting groove; 25. Middle plate; 251. Installation groove; 252. Insertion groove; 26. Top plate;
[0041] 3. Stringer support plate; 4. Clamping claw;
[0042] 5. Side wall assembly; 51. L-shaped support plate; 52. Horizontal connecting plate; 521. Slide; 53. First rotating shaft; 54. Second rotating shaft; 55. First hydraulic cylinder;
[0043] 6. Second hydraulic cylinder; 7. Third hydraulic cylinder; 8. Moving block; 81. Limiting bottom block; 82. Limiting top block; 9. Lifting legs;
[0044] 101. Prefabricated side wall panels; 102. Prefabricated center columns; 103. Prefabricated longitudinal beams; 104. Prefabricated center panels. DETAILED DESCRIPTION
[0045] The technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all of the embodiments. In the absence of conflict, the embodiments in this application and the features in the embodiments can be combined with each other. Based on the embodiments in the present invention, all other embodiments obtained by ordinary technicians in this field without making creative work belong to the scope of protection of the present invention.
[0046] See also Figure 1-10 The present invention describes the above technical solution in detail through the following embodiments:
[0047] This implementation of the three-layer composite underground station assembly trolley equipment is as follows: Figure 1-Figure 3 The structure shown in the figure comprises a mobile base 1, on which a Figure 1 The scissor lift platform 11 shown in the figure can be lifted and lowered in the vertical direction to adjust the height; it should be noted that in this embodiment, Fig.10 Taking the construction of a three-story underground station as an example, each floor needs to use the equipment to assemble prefabricated side wall panels 101, prefabricated center columns 102, prefabricated longitudinal beams 103 and prefabricated middle plates 104, and the prefabricated top plate replaces the prefabricated middle plate 104 at the top. After the three layers at the bottom are constructed, the equipment is constructed layer by layer from bottom to top. In other embodiments, the equipment is also suitable for the construction of a two-story composite assembled underground station.
[0048] In order to provide an installation site, a fixed frame seat 2 is installed on the scissor lift 11, such as Figure 4-Figure 6As shown in the structure, the fixed frame seat 2 of this embodiment specifically includes four vertical support frames 21 vertically installed on the scissor lift platform 11, and a bottom plate 22, a middle plate 25 and a top plate 26 are fixedly installed in sequence from bottom to top between the four vertical support frames 21.
[0049] Specifically, Figure 6 As shown in the structure, in this embodiment, a clamping plate 24 is installed on the bottom plate 22, and in this embodiment, the right end of the clamping plate 24 is opened, a limiting groove 201 is provided between the bottom plate 22 and the clamping plate 24, and two slide rails 23 are installed on the left side of the bottom plate 22.
[0050] The middle plate 25 of the present embodiment is provided with an insertion slot 252 with an opening at the right end, and an installation slot 251 for installing the second hydraulic cylinder 6; it should be noted that in order to maintain the stability of the overall structure of the present embodiment, a movable block 8 is inserted between the limiting slot 201 and the insertion slot 252; specifically, the movable block 8 is provided with a limiting bottom block 81 and a limiting top block 82 which are respectively inserted into the limiting slot 201 and the insertion slot 252, and a longitudinal beam support plate 3 is horizontally installed on the limiting top block 82.
[0051] Move block 8 as Figure 8 and Fig. 9 The I-shaped structure shown can drive the moving block 8 to move in the horizontal direction through the second hydraulic cylinder 6.
[0052] In this embodiment, a side wall assembly component 5 is installed on the left side of the fixing frame 2, specifically including the following: Figure 5 and Figure 7 The structure shown in FIG. 1 includes a horizontal connecting plate 52 provided with a slide groove 521, and the horizontal connecting plate 52 is slidably mounted on the slide rail 23 through the slide groove 521; Figure 7 In the structure shown in the figure, an L-shaped support plate 51 is rotatably mounted on the outer end of the horizontal connecting plate 52 through a second rotating shaft 54, and a first rotating shaft 53 is rotatably mounted on the L-shaped support plate 51. A first hydraulic cylinder 55 is mounted on the horizontal connecting plate 52, and an output shaft of the first hydraulic cylinder 55 is fixedly connected to the first rotating shaft 53. The expansion and contraction of the output shaft of the first hydraulic cylinder 55 can drive the L-shaped support plate 51 to rotate along the second rotating shaft 54, so that the L-shaped support plate 51 can be tilted, and then better used to support the prefabricated side wall panel 101, and the prefabricated side wall panel 101 can be pressed against by the first hydraulic cylinder 55; in order to realize the movement of the side wall assembly component 5, as shown in FIG. Figure 4 and Figure 5 Structure, a third hydraulic cylinder 7 is installed on the clamping plate 24, and the output shaft of the third hydraulic cylinder 7 is fixedly connected to the horizontal connecting plate 52.
[0053] In this embodiment, Figure 1-Figure 3In the structure shown, a driving wheel is installed at the bottom of the mobile platform 1, and a lifting leg 9 is installed below the mobile platform 1. The lifting leg 9 is used to position and support the mobile platform 1. This part belongs to the existing mature technology, so it will not be explained in detail. It mainly realizes the movement and positioning operation functions.
[0054] The working principle of the three-layer stacked assembled underground station trolley equipment of this embodiment is as follows: Fig.10 Taking the construction of the three-layer superimposed assembled underground station as an example, the bottom negative three-layer bottom plate is cast-in-place concrete, and a cup mouth is reserved for the prefabricated side wall panel 101 to be positioned and fixed; when assembling each prefabricated component, it is necessary to cooperate with the gantry crane above the foundation pit for lifting and flipping construction operations; during the construction process, the assembly section is set into four steps, first assembling the prefabricated side wall panels 101 on both sides, and then assembling the prefabricated center column 102, prefabricated longitudinal beam 103 and prefabricated middle plate 104 in sequence; other embodiments can be set up as four independent parts based on each prefabricated component, and assembled separately; specifically, the longitudinal beam support plate 3 and the clamping claw 4 installed on the moving block 8 are used to support the prefabricated longitudinal beam 103 and clamp the prefabricated center column 102 respectively, the L-shaped support plate 51 in the side wall assembly component 5 is used to support the prefabricated side wall panel 101, and the top plate 26 is used to support the prefabricated middle plate 104; the specific construction schematic diagram is shown in Fig.10 The position relationship shown in the figure can be used to assemble the prefabricated side wall panel 101 to a specific position through the L-shaped support plate 51. In order to better fix the prefabricated side wall panel 101 in other embodiments, a suction cup or a side clamp arm can be installed on the L-shaped support plate 51 to maintain the position; the clamping claw 4 and the longitudinal beam support plate 3 can sequentially complete the clamping assembly of the prefabricated center column 102 and the assembly of the prefabricated longitudinal beam 103, and finally the prefabricated middle plate 104 is assembled to the position shown in the figure through the upper scissor lift 11. Fig.10 The construction position shown is sufficient, wherein the node connection of the prefabricated components needs to be connected by pouring concrete, which part belongs to the existing construction technology; the device can realize the specific position assembly operation of four common components: prefabricated side wall panels 101, prefabricated middle panels 104, prefabricated longitudinal beams 103 and prefabricated center columns 102.
[0055] For ease of understanding, this application specifically explains how the device is applicable to Fig.10 The three-layer stacked prefabricated station is assembled and constructed as shown in the figure. Fig.10The position relationship shown includes a bottom plate, a precast side wall plate 101, a precast center column 102, a precast longitudinal beam 103 and a precast middle plate 104 for forming the station space, and a precast middle plate 104 located at the top for serving as a top plate; first, cast-in-place concrete is used to form the bottom plate, then the precast side wall plate 101 is assembled and the cast-in-place side wall is cast to complete the connection, then the precast center column 102 and the precast longitudinal beam 103 are assembled, the connection node concrete is cast, then the precast middle plate 104 is erected, and concrete is cast symmetrically at both ends of the middle plate to form a single-layer construction; with the middle plate as the basis, the single-layer construction steps are repeated from bottom to top to construct upward; when the station is constructed to the top layer, the cast-in-place top plate is cast to complete the capping; the layer-by-layer construction process can realize height adjustment based on the scissor lift 11 of the equipment, so as to meet the assembly construction requirements of precast components of different floor heights, and its adjustment process is simple and reliable, which is conducive to improving construction efficiency and construction quality.
[0056] It should be noted that if the embodiments of the present invention involve directional indications (such as up, down, left, right, front, back, etc.), the directional indications are only used to explain the relative position relationship, movement status, etc. between the components in a certain specific posture. If the specific posture changes, the directional indication will also change accordingly.
[0057] In addition, if there are descriptions involving "first", "second", etc. in the embodiments of the present invention, the descriptions of "first", "second", etc. are only used for descriptive purposes and cannot be understood as indicating or suggesting their relative importance or implicitly indicating the number of technical features indicated. Therefore, the features defined as "first" and "second" may explicitly or implicitly include at least one of the features. For those skilled in the art, it is obvious that the present invention is not limited to the details of the above-mentioned exemplary embodiments, and the present invention can be implemented in other specific forms without departing from the spirit or basic features of the present invention. Therefore, from any point of view, the embodiments should be regarded as exemplary and non-restrictive, and the scope of the present invention is defined by the attached claims rather than the above description, and it is intended that all changes that fall within the meaning and scope of the equivalent elements of the claims are included in the present invention.
Claims
1. A three-layer stacked assembled underground station trolley assembly equipment, characterized by: include: The movable platform (1) is provided with a scissor-type lifting platform (11) which can be lifted and lowered in a vertical direction; A fixed frame (2) fixedly mounted on the scissor lift platform (11); The side wall assembly component (5) comprises a horizontal connecting plate (52) mounted on one side of the fixing frame (2) for horizontal movement, and an L-shaped supporting plate (51) mounted on the outer end of the horizontal connecting plate (52), wherein the vertical tilt angle of the L-shaped supporting plate (51) is adjusted by a power source; The moving block (8) is installed on the other side of the fixed frame seat (2) in a horizontally movable manner through a driving source, and a longitudinal beam support plate (3) and a clamping claw (4) are installed on the moving block (8).
2. The three-layer composite assembled underground station trolley assembly equipment according to claim 1, characterized in that: The fixing frame seat (2) comprises a plurality of vertical support frames (21) vertically mounted on the scissor lift platform (11), and a bottom plate (22), a middle plate (25) and a top plate (26) are fixedly mounted in sequence from bottom to top between the plurality of vertical support frames (21).
3. The three-layer composite assembled underground station assembling trolley equipment according to claim 2 is characterized in that: A clamping plate (24) with an open end is mounted on the bottom plate (22), and a limiting groove (201) is provided between the bottom plate (22) and the clamping plate (24).
4. The three-layer composite assembled underground station trolley assembly equipment according to claim 3 is characterized in that: The middle plate (25) is provided with an insertion slot (252) with one end opened, and a mounting slot (251) for mounting a driving source.
5. The three-layer composite assembled underground station assembling trolley equipment according to claim 4 is characterized in that: The moving block (8) is in an I-shaped structure, and is provided with a limiting bottom block (81) and a limiting top block (82) for being inserted into the limiting groove (201) and the inserting groove (252) respectively. The longitudinal beam support plate (3) is horizontally mounted on the limiting top block (82).
6. The three-layer composite assembled underground station assembling trolley equipment according to claim 5, characterized in that: A second hydraulic cylinder (6) is installed in the installation groove (251) as a driving source, and an output shaft of the second hydraulic cylinder (6) is fixedly connected to the limiting top block (82).
7. The three-layer composite assembled underground station assembling trolley equipment according to claim 3 is characterized by: A slide rail (23) is installed on the bottom plate (22) at a side close to the side wall assembly component (5), and a slide groove (521) for slidingly installing on the slide rail (23) is provided on the horizontal connecting plate (52); A third hydraulic cylinder (7) is installed on the clamping plate (24), and an output shaft of the third hydraulic cylinder (7) is fixedly connected to the horizontal connecting plate (52).
8. The three-layer composite assembled underground station assembling trolley equipment according to claim 7, characterized in that: The L-shaped support plate (51) is rotatably mounted on the horizontal connecting plate (52) via a second rotating shaft (54), and a first rotating shaft (53) is rotatably mounted on the L-shaped support plate (51).
9. The three-layer stacked assembled underground station trolley equipment according to claim 8, characterized in that: A first hydraulic cylinder (55) is installed on the horizontal connecting plate (52) as a power source. The output shaft of the first hydraulic cylinder (55) is fixedly connected to the first rotating shaft (53). The first hydraulic cylinder (55) is used to adjust the vertical tilt angle of the L-shaped support plate (51).
10. The three-layer composite assembled underground station assembling trolley equipment according to claim 1, characterized in that: A driving wheel is installed at the bottom of the movable platform (1), and a lifting leg (9) is installed below the movable platform (1), and the lifting leg (9) is used to position and support the movable platform (1).
Citation Information
Cited By
Station assembling trolley for assembling stand columns in station and station
CN120443684A
Construction method of overlapped type subway station and overlapped type subway station
CN120486472A
Overlapped station construction system
CN120486473A
Fabricated pipe gallery foundation pit structure and production equipment thereof
CN120592275A
Overlapped station construction system
CN121138352A