An earthwork lifting device for ultra-deep shaft
The ultra-deep shaft earthwork lifting device addresses inefficiencies in secondary transportation by using a transfer bracket and open pod to directly dump excavated earth, improving efficiency and suitability for deep pits with large lifting volumes.
Patent Information
- Application Number
- CN202210727172.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2022-06-25
- Publication Date
- 2025-01-03
- Estimated Expiration
- 2042-06-25
AI Technical Summary
Existing ultra-deep shaft excavation methods require secondary transportation of excavated earth, limiting efficiency due to small transportation sites and inefficient use of conventional vertical transportation equipment.
An ultra-deep shaft earthwork lifting device comprising a transfer bracket and an open pod, utilizing vertical transportation equipment to lift and directly dump excavated earth into dump trucks, eliminating secondary transportation.
Enhances excavation efficiency by allowing direct dumping of excavated earth into trucks, supporting large lifting volumes, and simplifying implementation with adjustable capacity over 6m³, suitable for deep and large foundation pits.
Smart Images

Figure CN114920131B_ABST
Abstract
Description
Technical Field
[0001] The invention relates to the technical field of civil engineering construction, in particular to an ultra-deep vertical shaft earthwork hoisting device. Background Art
[0002] With urban development, the development and construction of underground space has become a key approach to resolving urban problems. The construction of various underground transportation facilities and complexes requires the excavation of deep and large foundation pits. Efficiently organizing the excavation and transportation of excavated soil is key to improving earthwork efficiency. The relay excavation method using long-arm excavators limits the excavation depth.
[0003] The excavation design of general vertical transportation equipment requires secondary transfer, which is not efficient. Therefore, an ultra-deep vertical shaft earthwork lifting device was designed. Summary of the Invention
[0004] The purpose of the present invention is to solve the problems in the prior art that due to the large depth of the shaft, a conveying device cannot be used, the excavated earth needs to be transported twice, the transportation site is small, and the excavation efficiency is low. An ultra-deep shaft earthwork lifting device is proposed.
[0005] In order to achieve the above object, the present invention adopts the following technical solutions:
[0006] An ultra-deep vertical shaft earthwork lifting device comprises a transfer bracket and an open pod;
[0007] The transfer support is arranged in the transfer area on the ground;
[0008] The open pod is lifted and moved by vertical transportation equipment;
[0009] The transfer bracket includes a support frame and a crossbeam, and the crossbeam is fixed to the top of the support frame;
[0010] The rear end of the bottom of the open pod is provided with a boot-shaped support leg.
[0011] In some embodiments, the support frame is an A-shaped support structure.
[0012] In some embodiments, a vertical guide rod is provided on the upper side of the beam.
[0013] In some embodiments, a concrete foundation is provided at the lower end of the support frame for fixation.
[0014] In some embodiments, the boot-shaped legs are provided in a plurality;
[0015] The plurality of boot-shaped legs are arranged in a row and evenly distributed.
[0016] In some embodiments, two boot-shaped legs are provided.
[0017] In some embodiments, a vertical support leg is provided at the bottom front end of the open pod;
[0018] The vertical supporting legs are flush with the lower end surfaces of the boot-shaped supporting legs;
[0019] There are a plurality of vertical legs, which are arranged in a row and evenly distributed.
[0020] In some embodiments, a traction rope is provided on the vertical leg.
[0021] A method for hoisting earthwork in an ultra-deep shaft comprises the following steps:
[0022] S1, installation of vertical transportation equipment: select vertical transportation equipment according to on-site layout conditions;
[0023] S2, install the transfer bracket: select the transfer position and fix the transfer bracket;
[0024] S3, mounting the open pod: mounting the open pod on the lifting end of the vertical transport equipment;
[0025] S4, soil collection and lifting: After the soil collection in the deep foundation pit is completed, the open pod is lifted by vertical transportation equipment and moved to the transfer support;
[0026] S5, adjustment state: The operator uses the towing rope to assist in adjusting the posture of the open pod, with the rear boot-shaped legs engaging with the crossbeam to form a hinge;
[0027] S6, dumping: using the gravity of the open pod and the rope of the vertical transport equipment to complete the earth dumping operation;
[0028] S7, loop: loop steps S4-S6 to complete the earthwork lifting operation.
[0029] In some embodiments, in step S4, the operator of the vertical transportation equipment confirms the lifting position with the assistance of a guide rod.
[0030] Compared with the prior art, the present invention provides an ultra-deep shaft earthwork lifting device with the following beneficial effects.
[0031] 1. The present invention has the advantages of simple device manufacturing, convenient material acquisition, and easy implementation on the construction site.
[0032] 2. The device of the present invention has strong applicability and is suitable for lifting earth or materials in deep and large foundation pits.
[0033] 3. The design capacity of the pod of the present invention is more than 6m³ (adjustable), and the single lifting volume is large.
[0034] 4. The present invention can directly dump the collected soil into a dump truck, avoiding secondary transportation and achieving high continuous excavation efficiency.
[0035] 5. In the present invention, the transfer bracket is installed in the fixed area of the channel, which is beneficial to the construction plane organization.
[0036] Other advantages, objects and features of the present invention will be described in part in the following description; and in part will be apparent to those skilled in the art based on an examination of the following; or may be taught from the practice of the invention. BRIEF DESCRIPTION OF THE DRAWINGS
[0037] Figure 1 Schematic diagram of the structure of the transport bracket.
[0038] Figure 2 It is a structural diagram of the open pod and transfer bracket in coordination.
[0039] In the picture:
[0040] 1. Transfer bracket; 2. Open pod; 3. Vertical transport equipment; 4. Boot-shaped support legs; 5. Vertical support legs; 6. Towing rope; 11. Support frame; 12. Crossbeam; 13. Guide rod; 14. Concrete foundation. DETAILED DESCRIPTION
[0041] The technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all the embodiments.
[0042] Reference Figure 1-2 , an ultra-deep shaft earthwork lifting device, including a transfer bracket 1 and an open pod 2.
[0043] Among them, the transfer bracket 1 is set in the transfer area on the ground; the open pod 2 is lifted and moved by the vertical transportation equipment 3.
[0044] During the specific installation, a suitable area is selected in the transfer channel for installing the transfer bracket 1; the installation position of the transfer bracket 1 is aligned with the transportation road to facilitate the arrival of dump trucks and the receipt of earthwork.
[0045] It can be understood that the lower space of the transfer bracket 1 should be larger than the height and width of the dump truck to allow the vehicle to dock and load soil.
[0046] Specifically, the transfer bracket 1 includes a support frame 11 and a crossbeam 12 .
[0047] There are two support frames 11 , and the crossbeam 12 is fixed on the top ends of the two support frames 11 to form a stable support structure.
[0048] At the same time, a boot-shaped support leg 4 is provided at the rear end of the bottom of the open pod 2 to cooperate with the crossbeam 12 and be hooked on the crossbeam 12 to form a hinged state.
[0049] It can be understood that the boot-shaped leg 4 is L-shaped, including a vertical section and a horizontal section; the vertical section is fixedly connected to the bottom of the open pod 2, and the horizontal section is located at the lower end of the vertical section and extends forward; during lifting, the boot-shaped leg 4 is hooked on the crossbeam 12.
[0050] It can be understood that, in order to ensure the stability of the hinged state, a plurality of boot-shaped legs 4 are provided; the plurality of boot-shaped legs 4 are arrayed in a row and evenly distributed.
[0051] Preferably, two boot-shaped legs 4 are provided, and the two boot-shaped legs 4 are symmetrically arranged at the center position of the open pod 2 .
[0052] In some embodiments, the support frame 11 is an A-shaped support structure.
[0053] like Figure 1 As shown, the support frame 11 is assembled and welded by multiple channel steels; two support frames 11 are symmetrically arranged, and a crossbeam 12 made of steel pipe is arranged at the top to fully ensure the overall strength and reliability.
[0054] In some embodiments, a concrete foundation 14 is provided at the lower end of the support frame 11 for fixation.
[0055] It is understandable that other forms, such as expansion bolt connection, direct burial, etc., can also be used to fix the support frame 11 and keep it in a stable state.
[0056] In some embodiments, a vertical guide rod 13 is provided on the upper side of the crossbeam 12 to provide position guidance for the operator during the earth lifting process.
[0057] like Figure 1 As shown, the guide rod 13 is fixed on the crossbeam 12; similarly, the guide rod 13 can also be fixed on the support frame 11; so as to facilitate observation by the operator and not affect the position of the open pod 2.
[0058] In some embodiments, a vertical support leg 5 is provided at the bottom front end of the open pod 2 .
[0059] The vertical legs 5 are flush with the lower end surfaces of the boot-shaped legs 4 so as to maintain stability when placed on the ground for earth loading.
[0060] A plurality of vertical legs 5 are provided, and the plurality of vertical legs 5 are arranged in a row and evenly distributed.
[0061] Preferably, two vertical legs 5 are symmetrically arranged at the center of the open pod 2.
[0062] In some embodiments, a traction rope 6 is provided on the vertical leg 5 .
[0063] The staff at the bottom use the traction rope 6 to assist in adjusting the position of the open pod 2 so as to hook the boot-shaped legs 4 onto the crossbeam 12 for dumping and transporting the earth in place.
[0064] In some embodiments, the open pod 2 is welded by channel steel and steel plate hull; the channel steel is used as the hull frame and stiffening ribs, and the steel plate is used as the hull, which effectively enhances the rigidity of the pod structure and prevents deformation of the pod structure during lifting operations; similarly, the vertical support legs 5 and the boot-shaped support legs 4 can be assembled and welded by channel steel; at the same time, two hanging ears are provided on both sides of the open pod 2, which are connected to the vertical transportation equipment 3 through guide beam slings.
[0065] It is understandable that the volume of the open pod 2 can be designed according to demand; the transfer bracket 1 and the open pod 2 can be manufactured in a processing plant or a construction site.
[0066] A method for hoisting earthwork in an ultra-deep vertical shaft comprises the following steps.
[0067] S1, install vertical transportation equipment 3: select vertical transportation equipment 3 according to on-site layout conditions.
[0068] Among them, tower cranes or gantry cranes can be selected to meet the actual needs of deep and large foundation pits.
[0069] S2, install the transfer bracket 1: select the transfer position and fix the transfer bracket 1.
[0070] S3, mounting the open pod 2: mounting the open pod 2 on the lifting end of the vertical transport equipment 3.
[0071] S4, soil collection and hoisting: After the soil is collected in the deep foundation pit, the open pod 2 is hoisted by the vertical transportation equipment 3 and moved to the transfer bracket 1.
[0072] S5, adjustment state: the operator operates the traction rope 6 to assist in adjusting the posture of the open pod 2, with the help of the rear boot-shaped legs 4 engaging with the crossbeam 12 to form a hinge.
[0073] S6, dumping: using the gravity of the open pod 2 and the rope of the vertical transport equipment 3 to complete the earth dumping operation.
[0074] S7, loop: loop steps S4-S6 to complete the earthwork lifting operation.
[0075] It is understandable that two open pods 2 can also be used in combination to achieve uninterrupted continuous excavation, further improving efficiency.
[0076] In step S4, the operator of the vertical transport device 3 uses the guide rod 13 to assist in confirming the lifting position, which is more accurate and efficient.
[0077] The open pod 2 and the transfer bracket 1 can be manufactured and installed on site.
[0078] The present invention has the following beneficial effects:
[0079] 1. The device is simple to make, easy to obtain materials, and easy to implement on the construction site;
[0080] 2. The device has strong applicability and is suitable for lifting earthwork or materials in deep and large foundation pits;
[0081] 3. The design capacity of the nacelle is more than 6m³ (adjustable), and the single lifting volume is large;
[0082] 4. The collected soil can be directly dumped into the dump truck, avoiding secondary transportation and achieving high efficiency of continuous excavation;
[0083] 5. The transfer bracket 1 is installed in the fixed area of the channel to facilitate the construction plane organization.
[0084] The above description is only a preferred specific embodiment of the present invention, but the scope of protection of the present invention is not limited thereto. Any technician familiar with the technical field, within the technical scope disclosed by the present invention, who makes equivalent replacements or changes based on the technical solution and inventive concept of the present invention, should be covered by the scope of protection of the present invention.
[0085] In the description of this specification, the reference terms "one embodiment", "some embodiments", "example", "specific example", or "some examples" mean that the specific features, structures, materials or characteristics described in conjunction with the embodiment or example are included in at least one embodiment or example of the present invention. In this specification, the schematic representations of the above terms do not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described can be combined in any one or more embodiments or examples in a suitable manner. In addition, those skilled in the art can combine and combine different embodiments or examples described in this specification and features of different embodiments or examples without contradiction.
[0086] Although the embodiments of the present invention have been shown and described above, it will be understood that the above embodiments are exemplary and are not to be construed as limitations on the present invention. A person skilled in the art may change, modify, replace and modify the above embodiments within the scope of the present invention.
Claims
1. An ultra-deep shaft earthwork lifting device, characterized in that: It comprises a transfer support (1) and an open pod (2); the transfer support (1) is arranged in a transfer area on the ground, and the open pod (2) is lifted and moved by vertical transport equipment (3); Wherein, an appropriate area is selected in the transfer channel for installing the transfer bracket (1); the installation position of the transfer bracket (1) is aligned with the transport road, so as to facilitate the arrival of dump trucks and the receipt of earth; the lower space of the transfer bracket (1) is larger than the height and width of the dump truck, so as to allow the vehicle to stop and load earth; The transfer support (1) comprises a support frame (11) and a crossbeam (12); two support frames (11) are provided, the crossbeam (12) is fixed to the top of the support frame (11), and a concrete foundation (14) is provided at the bottom of the support frame (11) for fixing; specifically, the support frame (11) is an A-shaped support structure, which is assembled and welded from a plurality of channel steels; A boot-shaped leg (4) is provided at the rear end of the bottom of the open pod (2); the boot-shaped leg (4) is L-shaped and comprises a vertical section and a horizontal section; the vertical section is fixedly connected to the bottom of the open pod (2), and the horizontal section is located at the lower end of the vertical section and extends forward; during lifting, the boot-shaped leg (4) is hooked on the crossbeam (12); A vertical guide rod (13) is provided on one side above the crossbeam (12); A plurality of the boot-shaped legs (4) are provided; the plurality of boot-shaped legs (4) are arranged in a row and are evenly distributed; A vertical support leg (5) is provided at the front end of the bottom of the open pod (2); the vertical support leg (5) is flush with the lower end surface of the boot-shaped support leg (4); a plurality of vertical support legs (5) are provided, and the plurality of vertical support legs (5) are arranged in a row and evenly distributed; The vertical supporting leg (5) is provided with a traction rope (6); The open nacelle (2) is welded from channel steel and a steel plate hull; the channel steel is used as the hull frame and stiffening ribs, and the steel plate is used as the hull; the vertical legs (5) and the boot-shaped legs (4) are assembled and welded from the channel steel; two hanging ears are provided on both sides of the open nacelle (2), which are connected to the vertical transportation equipment (3) through the guide beam sling; The lifting method of the ultra-deep shaft earthwork lifting device comprises the following steps: S1, installing vertical transportation equipment (3): selecting vertical transportation equipment (3) according to on-site layout conditions; S2, installing the transfer bracket (1): selecting a transfer position and fixing the transfer bracket (1); S3, mounting the open pod (2): mounting the open pod (2) on the lifting end of the vertical transport device (3); S4, soil collection and lifting: After the soil is collected in the deep and large foundation pit, the open nacelle (2) is lifted by the vertical transportation equipment (3) and moved to the transfer support (1); S5, adjustment state: the operator operates the traction rope (6) to assist in adjusting the posture of the open pod (2), with the help of the rear row of boot-shaped legs (4) engaging with the crossbeam (12) to form a hinge; S6, dumping: using the gravity of the open pod (2) and the rope of the vertical transport equipment (3) to complete the earth dumping operation; S7, loop: loop steps S4-S6 to complete the earthwork lifting operation; In step S4, the operator of the vertical transport device (3) confirms the lifting position with the assistance of the guide rod (13).
2. The ultra-deep shaft earthwork lifting device according to claim 1, characterized in that: Two boot-shaped legs (4) are provided; the two boot-shaped legs (4) are symmetrically arranged at the center position of the open pod (2).
