CN112249921A - Containerized modular combined arm support with large bearing capacity - Google Patents

Containerized modular combined arm support with large bearing capacity Download PDF

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Publication number
CN112249921A
CN112249921A CN202011275872.0A CN202011275872A CN112249921A CN 112249921 A CN112249921 A CN 112249921A CN 202011275872 A CN202011275872 A CN 202011275872A CN 112249921 A CN112249921 A CN 112249921A
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boom
root
arm
standard
parallel
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Inventor
郑亚辉
魏兴
杜庆升
王盼盼
申展超
部双双
田青益
李万里
李春光
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Dalian Yilea Technology Development Co ltd
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Dalian Yilea Technology Development Co ltd
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C19/00Cranes comprising trolleys or crabs running on fixed or movable bridges or gantries
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C6/00Girders, or track-supporting structures, specially adapted for cranes

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Jib Cranes (AREA)

Abstract

本发明属于起重机技术领域,涉及一种具有大承载力的集装箱化模块式组合臂架。该组合臂架由两大部分组成:A型臂架与平行臂架,基本臂长度为A型臂架长度。由多个部件组成,包括根部铰耳、根部变截面结构、根部连接横梁结构、根部与标准节连接结构、标准节结构、A型臂顶部连接横梁结构、A型臂顶部与标准节连接结构、平行臂顶部连接横梁结构、主臂头结构组成。各部件之间通过销轴或者螺栓进行连接,保证连接结构具有局部足够的刚度。本发明采用A型臂架+平行臂架的组合,在满足臂架承载能力的同时,方便臂架的拆装;集装箱化的模块化结构尺寸设计,能够方便的与其他标准集装箱进行摆放,充分利用集装箱船舶的运输空间,降低运输成本。

Figure 202011275872

The invention belongs to the technical field of cranes, and relates to a containerized modular combined boom with large bearing capacity. The combined boom consists of two parts: an A-type boom and a parallel boom, and the basic boom length is the A-type boom length. It consists of multiple components, including root hinge ear, root variable section structure, root connecting beam structure, root and standard section connecting structure, standard section structure, A-arm top connecting beam structure, A-arm top and standard section connecting structure, The top of the parallel arm is connected to the beam structure and the main arm head structure. The parts are connected by pins or bolts to ensure that the connection structure has sufficient local rigidity. The present invention adopts the combination of A-type jib and parallel jib, which not only meets the bearing capacity of the jib, but also facilitates the disassembly and assembly of the jib; the containerized modular structure and size design can be conveniently placed with other standard containers. Make full use of the transportation space of container ships and reduce transportation costs.

Figure 202011275872

Description

Containerized modular combined arm support with large bearing capacity
Technical Field
The invention belongs to the technical field of cranes, and relates to a containerized modular combined arm support with large bearing capacity.
Background
The ultra-large type ring rail crane is generally applied to the field needing extra-large type equipment installation, has the super-strong hoisting capacity which is incomparable with other hoisting cranes, and is mainly applied to the fields of petrochemical industry, nuclear power, maritime work and the like. The arm support is a main bearing part of the crane, and the implementation of the hoisting capacity of the crane is very important in the aspect of the bearing capacity of the arm support. And with the continuous increase of the hoisting capacity of the circular track crane, the length of the arm support is also continuously increased, and the structural form of the arm support has great influence on the flexibility of the arm support. The arm support structure is a combined form of an A-type arm support and a parallel arm support, and reasonable assembly is carried out by adopting a containerized modular arm section design, so that the arm support structure with good stability is formed, and large load can be borne. Meanwhile, due to the structural design of containerization, after the auxiliary supporting structure with special design is added, the detachable container transportation of the arm support can be conveniently realized, the arm support can be conveniently placed and transported with a standard container, a large number of arm sections do not need to be placed into the container for transportation, and the transportation cost is reduced. Meanwhile, the design of other parts also considers the size parameter of container transportation, and can well meet the global transportation of equipment and improve the global competitive capacity of the equipment.
Content of patent
The invention provides a containerized modular combined arm support with large bearing capacity according to practical requirements.
The technical scheme adopted by the invention is as follows:
a containerized modular combined arm support with large bearing capacity is composed of two parts: the basic arm length is the length of the A-type arm support. The device comprises a plurality of components, wherein the components comprise a root hinge lug, a root variable cross-section structure, a root connecting beam structure, a root and standard joint connecting structure, a standard joint structure, an A-shaped arm top connecting beam structure, an A-shaped arm top and standard joint connecting structure, a parallel arm top connecting beam structure and a main arm head structure. All the parts are connected through pin shafts or bolts, so that the connection structure is ensured to have local enough rigidity.
The root of the A-shaped arm support is connected with a root variable cross-section structure 2 through a root hinge lug 1 in a bolt or pin shaft mode, and the root variable cross-section structure 2 is divided into a plurality of sections. The root variable cross-section structure 2 is connected with the root and the standard section connecting structure 4 through the root connecting beam structure 3, the classification of the number of structural sections of the root connecting beam structure 3 is carried out by adopting a bolt or pin shaft connecting mode, and the containerization size depends on the structural size. The root part and the standard joint connecting structure 4 are connected with the standard joint structure 5 through a bolt and a pin shaft, and the A-shaped arm support and the parallel arm support are formed by combining four standard joint structures 5 on one side.
The A-shaped arm top connecting beam structure 6 connects the left side and the right side of the A-shaped arm where the standard knot structure 5 is located at the top of the A-shaped arm. The top of the A-type arm is connected with the standard joint connecting structure 7 through a bolt and a pin shaft to be connected with the standard joint of the parallel arm support, so that the structural form of the A-type arm support is transited to the structural form of the parallel arm support. At the top of the whole arm support, a parallel arm top connecting beam structure 8 connects the left side and the right side of the parallel arm support together in a bolt and pin shaft mode to form an integral structure. The main arm head structure 9 is a single modular arm head structure.
The standard knot connecting structure 5 is connected on two sides by designing an auxiliary supporting structure 10. The auxiliary support structure 10 has standard connection corner fittings of a standard container structure, facilitating arrangement by container arrangement.
The combined mode of four arm sections is adopted on one side of the A-shaped arm and the parallel arm, and the high bending resistance and torsion resistance cross section capability is formed on the premise that the size of the single arm section can conveniently meet the requirements of road transportation and ocean ship transportation. Meanwhile, the structural size of a single arm section does not belong to an overweight and oversized part in the transportation process, and the transportation is convenient. For a single arm section, the two ends of the arm section are connected with corresponding fixed structures, so that each arm section has the size parameters of a standard container. The crane with the large-bearing-capacity arm support has global operation capacity, a large number of arm support standard sections adopt the requirement of realizing standard containerized ship transportation, standardized container placing and transportation can be realized after an auxiliary supporting structure is added, a single arm section is not required to be placed into a container, the single arm section and the standard container can be conveniently placed and transported at the same time, and the transportation cost is reduced to a great extent.
The main arm adopts an A-shaped structure in the basic length, as shown in figure 1, the root of the A-shaped arm support is large in size, and meanwhile, the lateral stability of the arm support is improved, so that the super-tonnage lifting capacity can be realized under the condition of the basic arm length. The single-side arm support of the A-type arm is assembled in a four-arm support mode, the situation that the transportation is affected due to the fact that the single-side arm support is overlarge in structural size can be avoided, and the arm support is very convenient to assemble and disassemble on the premise that the carrying capacity is high. When the arm is long, the arm support is lengthened by combining the parallel arm supports on the basis of the A-type arm support, and similarly, the combination form of four arm supports is still adopted for the single-side arm support of the parallel arm support. Through the combination mode of the parallel arms, the long arms can be conveniently assembled, and other connecting parts of the A-shaped arms are reduced due to irregular combination. The arm head adopts independent arm head design, can the different underarm's of root load-lifting capacity, confirms the quantity of required connection arm head, and the reduction arm head quality of trying to get to the greatest extent improves effectual cantilever crane lifting capacity, and its structural dimension satisfies the size of standard container transportation equally.
The combination of the A-type arm support and the parallel arm support is adopted, so that the bearing capacity of the arm support is met, and the arm support is convenient to disassemble and assemble; the containerized modular structure is designed in size, so that the transportation of the disassembled arm support is facilitated; the single-side arm frame is combined by a plurality of small arm frames, so that the single-side arm frame has better bearing capacity and has the advantages of disassembling and combining other arm frames; the auxiliary supporting structure of special design is connected to middle arm section, forms standardized container size structure, can be convenient put with other standard containers, make full use of container boats and ships's transportation space reduces the cost of transportation.
Drawings
Fig. 1 is a combination view of an a-type arm support and a parallel arm support.
Fig. 2 is a diagram of an A-type arm support.
Fig. 3 is a structure diagram of a standard joint on one side of the arm support.
Figure 4 is a single standard knuckle arm knuckle structure.
Fig. 5 is a view of containerized arm joint transport.
In the figure: 1, reaming ears at the root; 2, a root variable cross-section structure; 3, connecting the root with a beam structure; 4, connecting the root with the standard knot; 5, standard knot structure; the top of the 6A-shaped arm is connected with a beam structure; the top of the 7A-shaped arm is connected with the standard joint; 8, connecting the tops of the parallel arms with a beam structure; 9 main arm head structure; 10 assist in supporting the structure.
Detailed Description
The patent is described in detail below with reference to the figures and examples.
Referring to fig. 1 and 2, the whole arm support consists of two parts, namely an A-type arm support and a parallel arm support, the basic arm length is the A-type arm support length, and the corresponding length increase is carried out on the parallel arm support section when the arm support length is increased. The root part of the A-shaped arm support is large in size, the A-shaped structure enables the A-shaped arm support to have the maximum lifting capacity under the basic arm length, and the A-shaped structure can well meet the large bearing capacity of the arm support. The root of the A-shaped arm support is connected with the root variable cross-section structure 2 through a bolt or a pin shaft by the root hinge lug 1, and the root variable cross-section structure 2 is divided into a plurality of sections, so that the A-shaped arm support is convenient to split into arm support combinations of other ton grades. The root variable cross-section structure 2 is connected with the root and the standard section connecting structure 4 through the root connecting beam structure 3, the classification of the number of structural sections of the root connecting beam structure 3 is carried out by adopting a bolt or pin shaft connecting mode, and the containerization size depends on the structural size. The root part and the standard joint connecting structure 4 are connected with the standard joint structure 5 through a bolt and a pin shaft, and the A-shaped arm support and the parallel arm support are formed by combining four standard joint structures 5 on one side, as shown in figure 3. By adopting the structure in the mode, the single size of the standard joint structure 5 can meet the containerization size, the whole arm support has high bending resistance and torsion resistance, the large bearing capacity of the arm support is met, the flexibility of the arm support is improved, and the geometric nonlinear effect of the arm support is reduced.
In the case of having parallel arms, the a-arm top connection beam structure 6 connects the left and right sides of the a-arm where the standard joint structure 5 is located at the top of the a-arm, so that the whole structure has sufficient rigidity and stability. The top of the A-type arm is connected with the standard joint connecting structure 7 through a bolt and a pin shaft to be connected with the standard joint of the parallel arm support, so that the structural form of the A-type arm support is transited to the structural form of the parallel arm support. At the top of the whole arm support, a parallel arm top connecting beam structure 8 connects the left side and the right side of the parallel arm support together in a bolt and pin shaft mode to form an integral structure. The main arm head structure 9 is a single modularized arm head structure, the single main arm head structure 9 has rated bearing capacity, and the bearing capacity of the whole arm support can be reasonably adapted to the quantity of the connecting beam structure 8 arranged on the top of the parallel arm through reasonable calculation of the quantity of the single main arm head structure, so that the quality of an invalid arm head is reduced, and the bearing capacity of the arm support is better improved.
As shown in fig. 4, a single arm segment of a huge number of standard segment structures 5 is schematically shown, and the two sides of the standard segment connecting structures 5 can be connected by designing auxiliary supporting structures 10. The auxiliary support structure 10 has standard connection corner fittings of a standard container structure and can be conveniently arranged in a container arrangement, as shown in figure 5.

Claims (1)

1.一种具有大承载力的集装箱化模块式组合臂架,该组合臂架由两大部分组成:A型臂架与平行臂架,基本臂长度为A型臂架长度;由多个部件组成,包括根部铰耳、根部变截面结构、根部连接横梁结构、根部与标准节连接结构、标准节结构、A型臂顶部连接横梁结构、A型臂顶部与标准节连接结构、平行臂顶部连接横梁结构、主臂头结构组成;各部件之间通过销轴或者螺栓进行连接;1. A containerized modular combined boom with large bearing capacity, the combined boom consists of two parts: an A-type boom and a parallel boom, and the basic arm length is the length of the A-type boom; Composition, including root hinge ear, root variable section structure, root connection beam structure, root and standard section connection structure, standard section structure, A-arm top connection beam structure, A-arm top and standard section connection structure, parallel arm top connection The beam structure and the main boom head structure are composed; the components are connected by pins or bolts; A型臂架根部由根部铰耳(1)与根部变截面结构(2)通过螺栓或销轴的方式连接,根部变截面结构(2)分为多段;根部变截面结构(2)与根部与标准节连接结构(4)通过根部连接横梁结构(3)进行连接,采用螺栓或销轴连接方式,根部连接横梁结构(3)结构段数的分类,取决于其结构尺寸的集装箱化尺寸;根部与标准节连接结构(4)通过螺栓与销轴与标准节结构(5)进行连接,A型臂架与平行臂架的单侧由四个标准节结构(5)组合而成;The root of the A-type boom is connected by the root hinge ear (1) and the root variable section structure (2) by means of bolts or pins, and the root variable section structure (2) is divided into multiple sections; the root variable section structure (2) is connected with the root and The standard section connecting structure (4) is connected by the root connecting beam structure (3), using bolt or pin connection, and the root connecting beam structure (3) The classification of the number of structural segments depends on the containerized size of its structural size; The standard section connecting structure (4) is connected with the standard section structure (5) through bolts and pins, and one side of the A-type boom and the parallel boom is composed of four standard section structures (5); A型臂顶部连接横梁结构(6)在A型臂顶部将标准节结构(5)所在的A型臂左右两侧进行连接;A型臂顶部与标准节连接结构(7)通过螺栓与销轴的连接方式与平行臂架的标准节进行连接,使得A型臂架结构形式过渡为平行臂架结构形式;在整个臂架的顶部,平行臂顶部连接横梁结构(8)将平行臂架的左右两侧通过螺栓与销轴方式连接在一起,形成整体结构;主臂头结构(9)为单个模块化的臂头结构;The A-arm top connecting beam structure (6) connects the left and right sides of the A-arm where the standard section structure (5) is located at the top of the A-arm; the A-arm top and the standard section connecting structure (7) are connected by bolts and pins The connection method is connected with the standard section of the parallel boom, so that the A-type boom structure transitions to the parallel boom structure; on the top of the entire boom, the top of the parallel boom is connected to the beam structure (8) to connect the left and right sides of the parallel boom. The two sides are connected together by means of bolts and pins to form an integral structure; the main boom head structure (9) is a single modular boom head structure; 通过设计辅助支撑结构(10)将标准节连接结构(5)两侧进行连接;辅助支撑结构(10)具有标准集装箱结构的标准连接角件,通过集装箱布置方式进行布置。The two sides of the standard section connecting structure (5) are connected by designing an auxiliary supporting structure (10); the auxiliary supporting structure (10) has standard connecting corner pieces of a standard container structure, which are arranged in a container arrangement.
CN202011275872.0A 2020-09-24 2020-11-16 Containerized modular combined arm support with large bearing capacity Withdrawn CN112249921A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113562638A (en) * 2021-07-22 2021-10-29 大连益利亚工程机械有限公司 Large-arm-length crane boom and crane
CN113562637A (en) * 2021-09-15 2021-10-29 徐工集团工程机械股份有限公司建设机械分公司 Mast device and circular rail crane
CN113998604A (en) * 2021-09-22 2022-02-01 徐工集团工程机械股份有限公司建设机械分公司 A combined reinforced truss arm and its triangular truss arm unit body

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100907646B1 (en) * 2008-02-25 2009-07-13 (주)부국이엔지 Derrick crane for cable-stayed bridge and bridge deck lifting method using the same
US20120205336A1 (en) * 2010-07-21 2012-08-16 KUNSHAN SANY MECHANICAL, Co., LTD. crane jib transition structure
CN103203603A (en) * 2013-04-23 2013-07-17 上海振华重工(集团)股份有限公司 Method for manufacturing crane arm support
CN110217705A (en) * 2019-07-12 2019-09-10 徐工集团工程机械股份有限公司建设机械分公司 A kind of truss arm and its crawler crane
CN213738282U (en) * 2020-09-24 2021-07-20 大连益利亚科技发展有限公司 Containerized modular combined arm support with large bearing capacity

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100907646B1 (en) * 2008-02-25 2009-07-13 (주)부국이엔지 Derrick crane for cable-stayed bridge and bridge deck lifting method using the same
US20120205336A1 (en) * 2010-07-21 2012-08-16 KUNSHAN SANY MECHANICAL, Co., LTD. crane jib transition structure
CN103203603A (en) * 2013-04-23 2013-07-17 上海振华重工(集团)股份有限公司 Method for manufacturing crane arm support
CN110217705A (en) * 2019-07-12 2019-09-10 徐工集团工程机械股份有限公司建设机械分公司 A kind of truss arm and its crawler crane
CN213738282U (en) * 2020-09-24 2021-07-20 大连益利亚科技发展有限公司 Containerized modular combined arm support with large bearing capacity

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113562638A (en) * 2021-07-22 2021-10-29 大连益利亚工程机械有限公司 Large-arm-length crane boom and crane
CN113562638B (en) * 2021-07-22 2024-01-30 大连益利亚工程机械有限公司 A kind of long-arm crane boom and crane
CN113562637A (en) * 2021-09-15 2021-10-29 徐工集团工程机械股份有限公司建设机械分公司 Mast device and circular rail crane
CN113998604A (en) * 2021-09-22 2022-02-01 徐工集团工程机械股份有限公司建设机械分公司 A combined reinforced truss arm and its triangular truss arm unit body

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Application publication date: 20210122