CN214879496U - Pipe supports rigidity hanging beam - Google Patents

Pipe supports rigidity hanging beam Download PDF

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Publication number
CN214879496U
CN214879496U CN202120606806.0U CN202120606806U CN214879496U CN 214879496 U CN214879496 U CN 214879496U CN 202120606806 U CN202120606806 U CN 202120606806U CN 214879496 U CN214879496 U CN 214879496U
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CN
China
Prior art keywords
hanging
code
welded
horizontal
roof beam
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Active
Application number
CN202120606806.0U
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Chinese (zh)
Inventor
龚爱军
邱海涛
芮培军
徐威
沈超
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jiangsu Yangzi Xinfu Shipbuilding Co Ltd
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Jiangsu Yangzi Xinfu Shipbuilding Co Ltd
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Priority to CN202120606806.0U priority Critical patent/CN214879496U/en
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Abstract

The utility model relates to a shipbuilding field provides a pipe support rigidity hanging beam of boats and ships hoist and mount usefulness. The stress beam is arranged between the two vertical hoisting codes, the distance between the fixed hoisting codes is within the safe distance of the crane, so that the swinging can be effectively prevented, and a sling can be prevented from touching a girder in the hoisting process; the hanging weight is inserted into the stressed beam and welded and fixed, so that the safety and the stability of the hanging weight can be improved; horizontal hoisting codes are respectively installed at two ends of the stress beam and fixedly installed, and requirements for different hoisting working conditions can be met.

Description

Pipe supports rigidity hanging beam
Technical Field
The utility model relates to a shipbuilding field, concretely relates to pipe supports rigidity hanging beam that boats and ships hoist and mount were used.
Background
The current boats and ships preparation field, the size and the shape of segmentation are various, and the distribution of hoisting point also distributes according to the characteristics of ship structure, and the arrangement of hoisting point is also more dispersed, and some special segmentation, from the technology angle of hoist and mount consideration, the crane yard is more concentrated. The distance between two hooks of a carriage on a 400T gantry crane in a segmented outfield is certain, and when a lifting point is too concentrated, a sling can touch a girder of a traveling crane in the lifting process, so that the safety in lifting is not facilitated. In this case, in order to avoid collision between the suspension cable and the girder, it is a common practice to add a suspension weight and reinforce the corresponding suspension weight, which requires a large amount of material and labor cost. In this context, it is necessary to provide a new structural girder to meet the hoisting requirement of small distance.
Disclosure of Invention
In order to overcome among the prior art portal crane hoist and mount in-process hoist cable and girder easily take place the defect of collision, the utility model aims to provide a pipe of stable hoist cable supports rigidity hanging beam.
In order to achieve the above purpose, the utility model adopts the technical proposal that:
the utility model provides a pipe supports rigidity hanging beam, includes atress roof beam, hangs code group, goes up hoist cable and lower hoist cable, the atress roof beam is the tubulose roof beam, install respectively at the both ends of atress roof beam hang the code group, hang code group including horizontal hanging code and vertical hanging code, the both ends of horizontal hanging code and vertical hanging code are equipped with the lewis hole respectively, horizontal hanging code fixed mounting is in the both ends face of atress roof beam, and two lewis holes of horizontal hanging code distribute in the front and back both sides of atress roof beam, vertical hanging code passes the body and the welded connection of atress roof beam, and two lewis holes of vertical hanging code distribute in the upper and lower both sides of atress roof beam.
Furthermore, a sealing plate is welded between the horizontal hanging weight and the end face of the stress beam, the sealing plate is welded with the end face of the stress beam, the horizontal hanging weight is welded with the sealing plate, and a toggle plate is welded between the sealing plate and the horizontal hanging weight.
Furthermore, ring plates are welded on two sides of the hanging holes of the vertical hanging yard and the horizontal hanging yard respectively.
And furthermore, the upper sling and the lower sling respectively comprise slings and a pair of U-shaped hanging rings arranged at two ends of the slings, connecting holes are respectively formed in two ends of each U-shaped hanging ring, a bolt is arranged between the two connecting holes, and the bolt corresponding to the U-shaped hanging ring close to the stress beam penetrates through the hanging hole.
After taking above technical scheme, the beneficial effects of the utility model are that: the stress beam is arranged between the two vertical hoisting codes, the distance between the fixed hoisting codes is within the safe distance of the crane, so that the swinging can be effectively prevented, and a sling can be prevented from touching a girder in the hoisting process; the hanging weight is inserted into the stressed beam and welded and fixed, so that the safety and the stability of the hanging weight can be improved; horizontal hoisting codes are respectively installed at two ends of the stress beam and fixedly installed, and requirements for different hoisting working conditions can be met.
Drawings
Fig. 1 is a schematic structural view of the present invention;
fig. 2 is a schematic view of the installation of the hanging weight and the stress beam.
Detailed Description
The following detailed description of the embodiments of the present invention is made with reference to the accompanying drawings:
as shown in the figure, the circular tube support rigid hanging beam is composed of a stress beam 1, a hanging yard group 2, an upper sling 3 and a lower sling 4. The stress beam 1 is a tubular beam, and a steel pipe with the diameter of more than 325 x 16mm is selected to meet the strength requirement. The length is selected according to the span of the crane. The two ends of the stress beam 1 are respectively provided with a hanging code group 2, the hanging code group 2 comprises a horizontal hanging code 21 and a vertical hanging code 22, the horizontal hanging code 21 and the vertical hanging code 22 are E-shaped hanging codes, and the two ends of the horizontal hanging code are provided with hanging holes 23. The annular plates 24 are welded on the two sides of the hanging hole 23 respectively, so that the strength of the hanging hole 23 is enhanced, and the damage of the hanging hole is avoided. Horizontal hanging sign indicating number 21 fixed weld installation is in the both ends terminal surface department of atress roof beam 1, and welded installation has shrouding 5 between horizontal hanging sign indicating number 21 and the 1 terminal surface of atress roof beam, and shrouding 5 and the terminal surface welded connection of atress roof beam 1, horizontal hanging sign indicating number 21 and shrouding 5 welded connection have the bracket 6 to consolidate between shrouding 5 and horizontal hanging sign indicating number 21. Two lifting holes of the horizontal lifting weight 21 are distributed on the front side and the rear side of the stress beam 1; the vertical hanging weight 22 penetrates through the body of the stress beam 1 and is fixedly welded with the stress beam 1, and two hanging holes of the vertical hanging weight 22 are distributed on the upper side and the lower side of the stress beam 1. The upper lifting hole of the vertical lifting weight 22 is connected with a crane through an upper sling 3, and the lower lifting hole of the vertical lifting weight 22 is connected with a segment to be lifted through a lower sling 4; the two lifting holes of the horizontal lifting weight 21 can be respectively connected with the lifted section by slings to play a role of auxiliary fixation. When the stress beam rotates 90 degrees, the working conditions of the horizontal hanging weight 21 and the vertical hanging weight 22 can be interchanged, and the damage caused after long-term use is avoided.
The upper sling 3 and the lower sling 4 are respectively composed of a steel rope 7 and a pair of U-shaped rings 8 arranged at two ends of the steel rope, connecting holes are respectively arranged at two ends of each U-shaped ring 8, a bolt 9 is arranged between the two connecting holes, and the bolt 9 corresponding to the U-shaped ring 8 close to the stress beam 1 is matched with the lifting hole 23 to form detachable connection.

Claims (4)

1. The utility model provides a pipe supports rigidity hanging beam, includes the atress roof beam, hangs the code group, goes up hoist cable and lower hoist cable, the atress roof beam is the tubulose roof beam, install respectively at the both ends of atress roof beam hang the code group, its characterized in that, it includes horizontal hanging code and vertical hanging code to hang the code group, the both ends of horizontal hanging code and vertical hanging code are equipped with the lewis hole respectively, horizontal hanging code fixed mounting is in the both ends face of atress roof beam, and two lewis holes of horizontal hanging code distribute in both sides around the atress roof beam, vertical hanging code passes the body and the welded connection of atress roof beam, and two lewis holes of vertical hanging code distribute in the upper and lower both sides of atress roof beam.
2. The circular tube supporting rigid hanging beam as claimed in claim 1, wherein a sealing plate is welded between the horizontal hanging weight and the end face of the stress beam, the sealing plate is welded to the end face of the stress beam, the horizontal hanging weight is welded to the sealing plate, and a toggle plate is welded between the sealing plate and the horizontal hanging weight.
3. The circular tube supporting rigid hanging beam as claimed in claim 1 or 2, wherein the two sides of the hanging hole of the vertical hanging yard and the horizontal hanging yard are respectively welded with a ring plate.
4. The round pipe supported rigid hanging beam as claimed in claim 1, wherein the upper sling and the lower sling respectively comprise a sling and a pair of U-shaped hanging rings installed at two ends of the sling, two ends of the U-shaped hanging rings are respectively provided with a connecting hole, a bolt is installed between the two connecting holes, and the bolt corresponding to the U-shaped hanging ring close to the stressed beam is penetrated in the hanging hole.
CN202120606806.0U 2021-03-25 2021-03-25 Pipe supports rigidity hanging beam Active CN214879496U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202120606806.0U CN214879496U (en) 2021-03-25 2021-03-25 Pipe supports rigidity hanging beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202120606806.0U CN214879496U (en) 2021-03-25 2021-03-25 Pipe supports rigidity hanging beam

Publications (1)

Publication Number Publication Date
CN214879496U true CN214879496U (en) 2021-11-26

Family

ID=78950013

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202120606806.0U Active CN214879496U (en) 2021-03-25 2021-03-25 Pipe supports rigidity hanging beam

Country Status (1)

Country Link
CN (1) CN214879496U (en)

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