CN216662210U - Truss type lifting frame suitable for power distribution room module - Google Patents

Truss type lifting frame suitable for power distribution room module Download PDF

Info

Publication number
CN216662210U
CN216662210U CN202220056467.8U CN202220056467U CN216662210U CN 216662210 U CN216662210 U CN 216662210U CN 202220056467 U CN202220056467 U CN 202220056467U CN 216662210 U CN216662210 U CN 216662210U
Authority
CN
China
Prior art keywords
welded
distribution room
frame
room module
hoisting
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202220056467.8U
Other languages
Chinese (zh)
Inventor
邱少华
许智敏
葛前
黄剑
王成想
徐昊
张兴元
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.)
Qidong Cosco Sea Transportation Ocean Engineering Co ltd
Nantong Cosco Shipping Engineering Co ltd
Original Assignee
Qidong Cosco Sea Transportation Ocean Engineering Co ltd
Nantong Cosco Shipping Engineering Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Qidong Cosco Sea Transportation Ocean Engineering Co ltd, Nantong Cosco Shipping Engineering Co ltd filed Critical Qidong Cosco Sea Transportation Ocean Engineering Co ltd
Priority to CN202220056467.8U priority Critical patent/CN216662210U/en
Application granted granted Critical
Publication of CN216662210U publication Critical patent/CN216662210U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The utility model relates to a truss type lifting frame suitable for a power distribution room module, which consists of a bearing frame, a lifting unit and a pulling unit. Wherein, the bearing frame is a truss structure and is formed by welding a plurality of pieces of section steel. The hoisting unit consists of a plurality of hoisting lifting lugs welded on the top wall of the bearing frame and used for the shackle to penetrate. The pulling unit is composed of a plurality of pulling lifting lugs which are welded on the bottom wall of the bearing frame and directly apply pulling force to the bottom frame of the power distribution room module. Therefore, on the one hand, on the premise of ensuring reliable and stable hoisting of the distribution room module, the application of the truss type hoisting frame can greatly reduce the difficulty of on-site hoisting rigging connection and selection, namely the hoisting auxiliary working hours are reduced; on the other hand, the requirement on the height of a crane hoisting point is effectively reduced, and the distribution room module has smaller shaking amplitude in the actual hoisting process, so that the hoisting safety of the distribution room module is favorably improved.

Description

Truss type lifting frame suitable for power distribution room module
Technical Field
The utility model relates to the technical field of hoisting, in particular to a truss type hoisting frame suitable for a power distribution room module.
Background
The large transport ship is provided with an E-house distribution room module which is mainly used for distributing electric energy for low-voltage users and is provided with a medium-voltage incoming line, a distribution transformer and a low-voltage distribution device. The E-house electricity distribution room module is typically customized by shipowner customers to match the electrical utilities on the ship.
In order to minimize the lead time of large transport vessels, E-house electrical distribution room modules are typically designed, manufactured, pre-installed and tested at the factory and finally delivered at the dock. When the wharf is delivered, a crane is used for loading the ship.
As known, the hoisting height limit of a crane is about 20m, and the size of a large E-house distribution room module is much larger than that of a conventional E-house distribution room module because the length of the large E-house distribution room module exceeds 25m and the width of the large E-house distribution room module is 8m to 15 m. According to the design structure characteristics of E-house electricity distribution room module, its bottom frame is welded frame construction, has higher structural stability and structural strength than the hutch, consequently, generally designs the hoisting point in the bottom frame both sides of E-house electricity distribution room module. In the prior art, in order to avoid deformation of the distribution room module due to lateral extrusion force during actual hoisting, and to ensure vertical stress of a hoisting point, the distribution room module is generally hoisted by using an upper and a lower layers of balance beams. Although the technical scheme basically meets the hoisting task requirement of the E-house distribution room module, the following problems exist: 1) in the early stage of hoisting, a large amount of manpower and material resources are required to be invested to configure the upper and lower balance beams, and the difficulty in connecting and selecting on-site hoisting riggings is high; 2) the height of a lifting point is strictly required (generally more than 18 m), and the conventional crane is difficult to meet the use requirement; 3) because the hoisting point height is great, the hoisting shaking amplitude is very large, the E-house distribution room module is easy to collide with surrounding obstacles carelessly in the hoisting and translation processes, and finally the hoisting risk is increased. Therefore, a skilled person is urgently needed to solve the above problems.
Disclosure of Invention
Accordingly, in view of the above-mentioned problems and disadvantages, the present invention provides a method for constructing a truss-type lifting frame for an electrical distribution room module, which comprises collecting relevant information, evaluating and considering the relevant information, and performing experiments and modifications by a technician engaged in the industry.
In order to solve the above technical problems, the present invention relates to a truss type lifting frame suitable for a distribution room module, which is applied in cooperation with a shackle, a wire rope and a hook to apply a lifting force to the distribution room module. The truss type lifting frame consists of a bearing frame, a lifting unit and a pulling unit. Wherein, the bearing frame is a truss structure and is formed by welding a plurality of pieces of section steel. The hoisting unit consists of a plurality of hoisting lifting lugs welded on the top wall of the bearing frame and used for the shackle to penetrate. The pulling unit is composed of a plurality of pulling lifting lugs which are welded on the bottom wall of the bearing frame and directly apply pulling force to the bottom frame of the power distribution room module.
As a further improvement of the technical scheme of the utility model, in a formal hoisting state, 4 of the pulling lugs work together to lift the distribution room module, and are respectively a first left pulling lug, a second left pulling lug, a first right pulling lug and a second right pulling lug which are welded on the bottom wall of the bearing frame. Assuming that the opening distance between the first left pulling lug and the first right pulling lug is d1, the opening distance between the second left pulling lug and the second right pulling lug is d2, and the width of the enclosure of the power distribution room module is w, d1 is greater than w, and d2 is greater than w.
As a further improvement of the technical scheme of the utility model, the bearing frame comprises a main frame, a reinforcing component and a shape stabilizing component. The main body frame is formed by welding a front longitudinal beam, a right transverse beam, a rear longitudinal beam and a left transverse beam end to end. The reinforcing component is composed of a left reinforcing beam and a right reinforcing beam which are welded in the main body frame. The shape stabilizing component is formed by a first inclined strut and a second inclined strut which are welded in the main body frame and are mutually crossed.
As a further improvement of the technical scheme of the utility model, the front end part of the first inclined strut is welded with the front longitudinal beam and the left reinforcing cross beam at the same time, and the rear end part of the first inclined strut is welded with the rear longitudinal beam and the right reinforcing cross beam at the same time. The front end part of the second inclined strut is welded with the front longitudinal beam and the right reinforcing cross beam at the same time, and the rear end part of the second inclined strut is welded with the rear longitudinal beam and the left reinforcing cross beam at the same time.
As a further improvement of the technical scheme of the utility model, the bearing frame also comprises a toggle plate reinforcing component. The toggle plate reinforcing component comprises a first left toggle plate, a second left toggle plate, a central toggle plate, a first right toggle plate and a second right toggle plate. The first left toggle plate is simultaneously contacted with the front longitudinal beam, the left reinforcing cross beam and the first inclined strut in a sticking way and welded; the second left toggle plate is simultaneously contacted with the rear longitudinal beam, the left reinforcing cross beam and the second inclined strut in a sticking way and welded; the central toggle plate is simultaneously contacted with the first inclined strut and the second inclined strut in a clinging way and welded; the first right toggle plate is simultaneously contacted with the front longitudinal beam, the right reinforcing cross beam and the second inclined strut in a sticking way and welded; the second right toggle plate is simultaneously contacted with the rear longitudinal beam, the right reinforcing cross beam and the first inclined strut in a sticking way and welded.
As a further improvement of the technical scheme of the utility model, the bearing frame also comprises a first anti-deformation component. The first anti-deformation component is composed of 4 first reinforcing rib plates welded on 4 diagonal areas of the main body frame.
As a further improvement of the technical scheme of the utility model, the bearing frame also comprises a second deformation prevention component and a third deformation prevention component. The second anti-deformation assembly is used for enhancing the connection stability of the left reinforcing cross beam and the main body frame and is composed of 2 second reinforcing rib plates which are respectively welded with the front longitudinal beam and the left reinforcing cross beam in a one-to-one correspondence mode and are welded with the rear longitudinal beam and the left reinforcing cross beam simultaneously. The third prevention deformation component is used for enhancing the connection stability of the right reinforcing cross beam and the main body frame, and is composed of 2 third reinforcing rib plates which are respectively welded with the front longitudinal beam and the right reinforcing cross beam in a one-to-one correspondence mode and are welded with the rear longitudinal beam and the right reinforcing cross beam simultaneously.
As a further improvement of the technical scheme of the utility model, the lifting lugs are welded on the shape stabilizing component, and the pulling lugs are uniformly distributed and welded around the main body frame.
Through adopting above-mentioned technical scheme to set up, the truss-like frame that lifts by crane directly has obtained following several beneficial effects when the hoist and mount operation to the electricity distribution room module is carried out to reality:
1) on the premise of ensuring reliable and stable hoisting of the distribution room module, the application of the truss type hoisting frame can greatly reduce the difficulty of connection and selection of on-site hoisting riggings, namely the reduction of hoisting auxiliary working hours is reduced, and good bedding is further provided for further improvement of hoisting efficiency and further reduction of hoisting cost of the E-house distribution room module;
2) the requirement on the height of a hoisting point is effectively reduced, the requirements on the type and the specification of a crane are further relaxed, and the hoisting operation of a large-scale distribution room module can be met by using a conventional crane;
3) in order to cater for the truss-like lifting frame, the distribution room module is provided with a plurality of lifting points. The distribution room module has extremely small shaking amplitude in the hoisting process under the influence of the height reduction factor of the hoisting point, so that the phenomenon that the E-house distribution room module is easy to collide with surrounding obstacles due to carelessness in the hoisting and translation processes is effectively avoided;
4) the application of the truss type lifting frame not only greatly reduces the application quantity of lifting riggings, simplifies the arrangement mode of the lifting riggings, but also inevitably reduces the waiting time of the crane.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
Fig. 1 is a schematic structural view of a truss-type lifting frame suitable for an electricity distribution room module according to the present invention.
Fig. 2 is a sectional view a-a of fig. 1.
Fig. 3 is a sectional view B-B of fig. 1.
Fig. 4 is a cross-sectional view C-C of fig. 1.
Fig. 5 is a schematic structural view of a main body frame of a truss-type lifting frame suitable for an electric distribution room module according to the present invention.
Fig. 6 is a schematic view of the practical application state of the truss-type hoisting frame suitable for the electric distribution room module according to the present invention (in the state that the large-width electric distribution room module is hoisted).
Fig. 7 is a front view of fig. 6.
Fig. 8 is a top view of fig. 6.
Fig. 9 is a side view of fig. 6.
Fig. 10 is a graph showing stress analysis performed when a girder type hoist frame applied to an electricity distribution room module according to the present invention performs a hoist operation.
Fig. 11 is a schematic view of the practical application state of the truss-type hoisting frame suitable for the electric distribution room module according to the present invention (in the state that the small-width electric distribution room module is hoisted).
1-bearing frame; 11-a body frame; 111-front longitudinal beam; 112-right beam; 113-rear longitudinal beam; 114-left placed beam; 12-a reinforcement assembly; 121-left reinforcing beam; 122-right reinforcing beam; 13-a shape stabilizing assembly; 131-a first diagonal brace; 132-a second diagonal brace; 14-a toggle plate reinforcement assembly; 141-a first left toggle plate; 142-a second left toggle; 143-center toggle plate; 144-a first right toggle; 145-a second right toggle; 15-a first anti-deformation component; 151-a first reinforcing rib plate; 16-a second anti-deformation component; 161-second reinforcing rib plates; 17-a third deformation prevention component; 171-a third reinforcing plate; 2-a hoisting unit; 21-lifting lug; 3-a pulling unit; 31-a first left-mounted pulling lug; 32-a second left-arranged pulling lug; 33-a first right-arranged pulling lug; 34-second right-arranged pulling lug.
Detailed Description
In the description of the present invention, it is to be understood that the terms "front", "rear", "upper", "lower", "left", "right", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience in describing the present invention and simplifying the description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention.
This truss-like frame of lifting by crane and shackle, wire rope and the crane lifting hook suitable for electricity distribution room module are supporting uses to apply to lifting by crane power to electricity distribution room module, in order to hoist electricity distribution room module to the large-scale transport ship by the bank.
The present invention will be described in further detail with reference to specific embodiments, and fig. 1 shows a schematic structural diagram of a truss-type lifting frame applied to a distribution room module in the present invention, and it can be seen that the truss-type lifting frame is composed of several parts, such as a bearing frame 1, a lifting unit 2, and a pulling unit 3. Wherein, the bearing frame 1 is a truss structure and is formed by welding a plurality of pieces of section steel. The hoisting unit 2 is composed of 4 hoisting lifting lugs 21 welded on the top wall of the bearing frame 1 and used for the shackle to penetrate. The pulling unit 3 is composed of 4 pulling lifting lugs which are welded on the bottom wall of the bearing frame 1 and directly apply pulling force to the bottom frame of the power distribution room module. As shown in fig. 2, 3 and 4, the 4 pulling lugs are named as a first left pulling lug 31, a second left pulling lug 32, a first right pulling lug 33 and a second right pulling lug 34, respectively.
Before formal hoisting is performed in advance, 2 force bearing lifting lugs are respectively welded on the left side and the right side of the module underframe of the power distribution room. During formal hoisting, the first left-arranged pulling lug 31, the second left-arranged pulling lug 32, the first right-arranged pulling lug 33 and the second right-arranged pulling lug 34 are respectively connected with each bearing lug in a one-to-one correspondence manner by means of 4 independent steel wire ropes. 2 steel wire ropes are hung from the crane lifting hook, wherein two ends of one steel wire rope are respectively hooked with the first left-arranged pulling lifting lug 31 and the first right-arranged pulling lifting lug 33, and two ends of the other steel wire rope are respectively hooked with the second left-arranged pulling lifting lug 32 and the second right-arranged pulling lifting lug 34. In the formal hoisting state, the first left pulling lug 31, the second left pulling lug 32, the first right pulling lug 33, and the second right pulling lug 34 cooperate to lift the distribution room module (as shown in fig. 6, 7, 8, and 9).
The truss type lifting frame directly achieves the following beneficial effects when the lifting operation aiming at the distribution room module is actually executed:
1) on the premise of ensuring reliable and stable hoisting of the distribution room module, the application of the truss type hoisting frame can greatly reduce the difficulty of connection and selection of on-site hoisting rigging, namely the hoisting auxiliary working hours are reduced, thereby further improving the hoisting efficiency of the distribution room module and further reducing the hoisting cost;
2) the requirement on the height of a lifting point is effectively reduced, the requirements on the type and specification of a crane are further relaxed, and the hoisting operation for large-scale distribution room modules can be met by using the conventional crane;
3) in order to cater for the truss-like lifting frame, the distribution room module is provided with a plurality of lifting points. The distribution room module has extremely small shaking amplitude in the hoisting process under the influence of the height reduction factor of the hoisting point, so that the phenomenon that the E-house distribution room module is easy to collide with surrounding obstacles due to carelessness in the hoisting and translation processes is effectively avoided;
4) the application of the truss type lifting frame not only greatly reduces the application quantity of lifting riggings, simplifies the arrangement mode of the lifting riggings, but also inevitably reduces the waiting time of the crane.
It should be noted that, in order to avoid the phenomenon of inward concave deformation of the enclosure of the electrical distribution room module due to the lateral extrusion force, in the design of the truss-type lifting frame, the opening distance between the first left pulling lug 31 and the first right pulling lug 33 and between the second left pulling lug 32 and the second right pulling lug 34 should be strictly controlled to ensure that the steel wire rope is always far away from the enclosure in the lifting process. Specifically, as shown in fig. 7, 8 and 9, assuming that the opening distance between the first left pulling lug 31 and the first right pulling lug 33 is d1, the opening distance between the second left pulling lug 32 and the second right pulling lug 34 is d2, and the width of the enclosure of the cubicle module is w, then d1 and d2 should both be greater than w by at least 0.5 mm.
As is known, the bearing frame 1 can adopt various design structures to share and transmit the hoisting force, however, a construction scheme with a simple design structure, easy implementation and a low molding cost is proposed herein, which is specifically as follows: as shown in fig. 5, the force bearing frame 1 preferably comprises a main frame 11, a reinforcing component 12 and a shape stabilizing component 13. The main frame 11 is a rectangular frame structure and is formed by end-to-end tailor welding of a front longitudinal beam 111, a right transverse beam 112, a rear longitudinal beam 113 and a left transverse beam 114. The reinforcement assembly 12 is composed of a left reinforcing beam 121 and a right reinforcing beam 122 welded to the inside of the main body frame 11. The shape stabilizing component 13 is composed of a first inclined strut 131 and a second inclined strut 132 which are welded in the main body frame 11 and are mutually crossed. Two-by-two groups of 4 lifting lugs are respectively welded on the first inclined strut 131 and the second inclined strut 132, and 4 lifting lugs are uniformly distributed and welded around the main body frame 11. It should be noted that the bearing frame 1 formed by the above design scheme not only has better structural strength, but also has lighter overall weight, and is beneficial to the transfer operation.
It is known that the hoisting stability and safety of the distribution room module are affected not only by the strength of the overall structure of the truss-type hoisting frame, but also by the stability under stress. In view of this, as a further optimization of the structure of the force bearing frame 1, as shown in fig. 5, the left reinforcing beam 121 and the right reinforcing beam 122 arranged therein are parallel to each other and are both perpendicular to the front longitudinal beam 111 and the rear longitudinal beam 113. The front end of the first diagonal brace 131 is welded to the front longitudinal beam 111 and the left reinforcing cross beam 121 at the same time, and the rear end thereof is welded to the rear longitudinal beam 113 and the right reinforcing cross beam 122 at the same time. The front end of the second diagonal brace 132 is welded to the front side member 111 and the right reinforcing cross member 122 at the same time, and the rear end thereof is welded to the rear side member 113 and the left reinforcing cross member 121 at the same time. Therefore, on the premise of simplifying the design structure of the truss type lifting frame as much as possible, the bearing frame 1 becomes an organic stress body, and the higher structural stability is ensured when the lifting operation is actually executed.
In order to ensure that the left reinforcing beam 121, the right reinforcing beam 122, the first diagonal brace 131 and the second diagonal brace 132 have higher connection strength relative to the main frame 11 during welding and further improve the ultimate stress capacity, as a further optimization of the structure of the bearing frame 1, as shown in fig. 5, a toggle plate reinforcing assembly 14 is further added to the bearing frame 1. The toggle reinforcement assembly 14 includes a first left toggle 141, a second left toggle 142, a center toggle 143, a first right toggle 144, and a second right toggle 145. Wherein, the first left toggle plate 141 is simultaneously contacted and welded with the front longitudinal beam 111, the left reinforcing beam 121 and the first inclined strut 131; the second left toggle plate 142 is simultaneously contacted with the rear longitudinal beam 113, the left reinforcing cross beam 121 and the second inclined strut 132 in a sticking way and welded; the central toggle plate 143 is simultaneously contacted with the first diagonal brace 131 and the second diagonal brace 132 and welded; the first right toggle plate 144 is simultaneously contacted with the front longitudinal beam 111, the right reinforcing cross beam 122 and the second diagonal brace 132 and welded; the second right toggle 145 is simultaneously in contact with the rear longitudinal beam 113, the right reinforcing cross beam 122, and the first diagonal brace 131, and welded thereto.
As can be clearly seen from fig. 5, the force-bearing frame 1 is further provided with a first deformation preventing component 15, a second deformation preventing component 16 and a third deformation preventing component 17. The first deformation preventing member 15 is formed of 4 pieces of first reinforcing rib plates 151 welded to diagonal regions of the body frame 11. The second anti-deformation component 16 is used for enhancing the connection stability of the left reinforcing cross beam 121 and the main body frame 11, and is composed of 2 pieces of second reinforcing rib plates 161 which are respectively welded with the front longitudinal beam 111 and the left reinforcing cross beam 121 in a one-to-one correspondence manner and are simultaneously welded with the rear longitudinal beam 113 and the left reinforcing cross beam 121. The third deformation prevention component 17 is used for enhancing the connection stability of the right reinforcing cross beam 122 and the main body frame 11, and is composed of 2 third reinforcing rib plates 171 which are respectively welded with the front longitudinal beam 111 and the right reinforcing cross beam 122 in a one-to-one correspondence manner and are simultaneously welded with the rear longitudinal beam 113 and the right reinforcing cross beam 122. Therefore, the structural stability of the truss type lifting frame can be further improved, and the instability phenomenon caused by unbalanced force in the lifting process is avoided.
In order to verify the reasonability of the design structure of the truss type lifting frame, fig. 10 also shows a stress analysis diagram of the truss type lifting frame suitable for the power distribution room module in the utility model when the lifting operation is carried out.
Finally, it should be noted that the specific arrangement positions of the first left-disposed pulling lug 31, the second left-disposed pulling lug 32, the first right-disposed pulling lug 33, and the second right-disposed pulling lug 34 may be finely adjusted according to the width value of the pre-hoisted distribution room module. For example, when the hoisting operation of the small-width power distribution room module needs to be performed, the opening distance between the first left-placed pulling lug 31 and the first right-placed pulling lug 33 and between the second left-placed pulling lug 32 and the second right-placed pulling lug 34 needs to be adaptively reduced, and of course, the adjustment of the opening distance may also be implemented by increasing the number of the first left-placed pulling lug 31, the first right-placed pulling lug 33, the second left-placed pulling lug 32, and the second right-placed pulling lug 34 by multiple times, and selectively supporting the wire rope thereon in the later period, so as to ensure that the opening angle of the wire rope is controlled within a reasonable value range (as shown in fig. 11).
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the utility model. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.

Claims (8)

1. A truss type lifting frame suitable for a power distribution room module is matched with a shackle, a steel wire rope and a lifting hook for application so as to apply lifting force to the power distribution room module, and is characterized in that the truss type lifting frame consists of a bearing frame, a lifting unit and a pulling unit; the bearing frame is of a truss structure and is formed by welding a plurality of pieces of section steel; the hoisting unit consists of a plurality of hoisting lifting lugs welded on the top wall of the bearing frame and used for the shackle to penetrate through; the pulling unit is composed of a plurality of pulling lifting lugs which are welded on the bottom wall of the bearing frame and directly apply pulling force to the bottom frame of the power distribution room module.
2. The truss-like lifting frame suitable for electric distribution room module of claim 1, wherein in a formal lifting state, 4 of the pulling lugs cooperate to lift the electric distribution room module, namely a first left pulling lug, a second left pulling lug, a first right pulling lug and a second right pulling lug welded on the bottom wall of the force-bearing frame; assuming that the opening distance between the first left pulling lug and the first right pulling lug is d1, the opening distance between the second left pulling lug and the second right pulling lug is d2, and the width of the enclosure of the distribution room module is w, d1 is greater than w, and d2 is greater than w.
3. The truss-like lifting frame suitable for electrical distribution room modules of any one of claims 1-2, wherein the force-bearing frame comprises a main frame, a reinforcing component and a shape-stabilizing component; the main body frame is formed by welding a front longitudinal beam, a right transverse beam, a rear longitudinal beam and a left transverse beam end to end; the reinforcing component is composed of a left reinforcing beam and a right reinforcing beam which are welded in the main body frame; the shape stabilizing component is welded in the main body frame and consists of a first inclined strut and a second inclined strut which are mutually crossed.
4. The truss-like drop frame for an electrical distribution room module as defined in claim 3 wherein said first diagonal brace has a front end portion welded to both said front longitudinal beam and said left reinforcing cross beam and a rear end portion welded to both said rear longitudinal beam and said right reinforcing cross beam; the front end part of the second inclined strut is welded with the front longitudinal beam and the right reinforcing cross beam at the same time, and the rear end part of the second inclined strut is welded with the rear longitudinal beam and the left reinforcing cross beam at the same time.
5. The truss-like lifting frame for an electrical distribution room module as defined in claim 4, wherein said force-bearing frame further comprises a toggle plate reinforcement assembly; the toggle plate reinforcing assembly comprises a first left toggle plate, a second left toggle plate, a central toggle plate, a first right toggle plate and a second right toggle plate; the first left toggle plate is simultaneously contacted with the front longitudinal beam, the left reinforcing cross beam and the first inclined strut in a sticking way and welded; the second left toggle plate is simultaneously contacted with the rear longitudinal beam, the left reinforcing cross beam and the second inclined strut in a sticking way and welded; the central toggle plate is simultaneously contacted with the first inclined strut and the second inclined strut in a clinging manner and welded; the first right toggle plate is simultaneously contacted with the front longitudinal beam, the right reinforcing cross beam and the second inclined strut in a sticking way and welded; the second right toggle plate is simultaneously attached to and welded with the rear longitudinal beam, the right reinforcing cross beam and the first inclined strut.
6. The truss-like lifting frame suitable for electrical distribution room modules of claim 4, wherein said force-bearing frame further comprises a first anti-deformation component; the first anti-deformation assembly is composed of 4 first reinforcing rib plates welded to 4 diagonal areas of the main body frame.
7. The truss-type lifting frame suitable for the power distribution room module as claimed in claim 6, wherein the force-bearing frame further comprises a second deformation prevention component and a third deformation prevention component; the second anti-deformation assembly is used for enhancing the connection stability of the left reinforcing cross beam and the main body frame and consists of 2 second reinforcing rib plates which are respectively welded with the front longitudinal beam and the left reinforcing cross beam in a one-to-one correspondence mode and are welded with the rear longitudinal beam and the left reinforcing cross beam simultaneously; the third deformation prevention component is used for enhancing the connection stability of the right reinforcing cross beam and the main body frame and is composed of 2 third reinforcing rib plates which are respectively welded with the front longitudinal beam and the right reinforcing cross beam in a one-to-one correspondence mode and are welded with the rear longitudinal beam and the right reinforcing cross beam simultaneously.
8. A truss-like lifting frame adapted for use in a power distribution room module as defined in claim 3 wherein said lifting lugs are welded to said shape stabilizing assembly and said pulling lugs are evenly distributed and welded around said main body frame.
CN202220056467.8U 2022-01-11 2022-01-11 Truss type lifting frame suitable for power distribution room module Active CN216662210U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202220056467.8U CN216662210U (en) 2022-01-11 2022-01-11 Truss type lifting frame suitable for power distribution room module

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202220056467.8U CN216662210U (en) 2022-01-11 2022-01-11 Truss type lifting frame suitable for power distribution room module

Publications (1)

Publication Number Publication Date
CN216662210U true CN216662210U (en) 2022-06-03

Family

ID=81762158

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202220056467.8U Active CN216662210U (en) 2022-01-11 2022-01-11 Truss type lifting frame suitable for power distribution room module

Country Status (1)

Country Link
CN (1) CN216662210U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117429995A (en) * 2023-12-19 2024-01-23 启东中远海运海洋工程有限公司 Marine engineering module bending moment-free hoisting tool and lifting tool retaining and pitch-changing operation method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117429995A (en) * 2023-12-19 2024-01-23 启东中远海运海洋工程有限公司 Marine engineering module bending moment-free hoisting tool and lifting tool retaining and pitch-changing operation method thereof
CN117429995B (en) * 2023-12-19 2024-03-15 启东中远海运海洋工程有限公司 Marine engineering module bending moment-free hoisting tool and lifting tool retaining and pitch-changing operation method thereof

Similar Documents

Publication Publication Date Title
CN101830392B (en) Special lifting tool for steel containment vessel of nuclear power station and lifting method
CN216662210U (en) Truss type lifting frame suitable for power distribution room module
CN218881631U (en) Novel platform of unloading of encorbelmenting
CN209988942U (en) Assembled building superimposed sheet lifting device
CN110285952A (en) A kind of lifeboat hanger test tool
CN211338496U (en) Bailey truss combined lifting appliance
CN102009909A (en) Multi-lifting point hanger for lifting nuclear power station module
CN201825635U (en) Hoisting structure of power station boiler
CN111532980B (en) Vertical high-pressure heater hoisting method
CN205527291U (en) A frame type frame for hoisting two superimposed sheets
CN111847218A (en) Bottom plate balance lifting appliance for precast concrete composite slab and manufacturing method thereof
CN207293918U (en) A kind of truss hoisting
CN209177853U (en) A kind of lifting cross beam for flange arrangement pattern steel pipe
CN113071984A (en) Hoisting device and hoisting method
CN220950800U (en) Transformer substation overhead hoist
CN214780219U (en) Large-span steel truss hoisting device
CN218879141U (en) Stirrup hoist device
CN219408839U (en) Lifting appliance for mid-span starting method of arched grid
CN211769753U (en) Device for stacking and hoisting prefabricated and assembled integral laminated slab
CN216997234U (en) Carrying pole beam for unloading wind power engine room
CN211254953U (en) Fastening device for hoisting electric control room
CN211004172U (en) Underground continuous wall reinforcement cage is hung in slip of single crane
CN218648416U (en) Prefabricated cabin box-type substation chassis
CN210340063U (en) Convenient assembled pier stud steel reinforcement cage overhead hoist
CN213536969U (en) Balanced hanging beam device

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant