CN217438822U - Telescopic multifunctional assembled suspension platform - Google Patents
Telescopic multifunctional assembled suspension platform Download PDFInfo
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- CN217438822U CN217438822U CN202221203257.3U CN202221203257U CN217438822U CN 217438822 U CN217438822 U CN 217438822U CN 202221203257 U CN202221203257 U CN 202221203257U CN 217438822 U CN217438822 U CN 217438822U
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- beams
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Abstract
The utility model discloses a platform is suspended in midair to multi-functional assembled of telescopic, including a plurality of platform segments, it sets up respectively between two adjacent crossbeams of high stake pier, and arbitrary platform segment includes: the distribution device comprises two main bearing beams and a plurality of fixed distribution beams, wherein any fixed distribution beam is of a structure with openings at two ends and hollow inside, a slide rail is arranged on the inner bottom surface of any fixed distribution beam, and a telescopic distribution beam is arranged on any slide rail; a plurality of lifting devices arranged to move the platform segments in a vertical direction; the telescopic distribution beam extends out of the outer side of the fixed distribution beam along the length direction of the sliding rail, penetrates through a gap between two pile foundations and extends to the sliding rail of the fixed distribution beam on the adjacent side so as to lap two adjacent platform sections. The utility model discloses set up the platform segment section between two adjacent crossbeams, become whole through scalable distribution roof beam overlap joint between the adjacent platform segment section, reduced the wholeness requirement to the support.
Description
Technical Field
The utility model relates to a high stake pier consolidates technical field. More specifically, the utility model relates to a platform is suspended in midair to multi-functional assembled of telescopic.
Background
When the longitudinal beams and the cross beams of the high-pile wharf are reinforced, the conventional method is to arrange anchor ears on pile foundations and set up supports to reinforce the longitudinal beams and the cross beams, but the method has the following problems:
1) the distance between adjacent pile foundations is large, and the requirement on the integrity of the support is high; 2) the support needs to simultaneously consider the construction of the cross beam and the longitudinal beam, and the using amount of the support is large; 3) the space below the wharf is limited, and the support is difficult to transport, install and remove.
SUMMERY OF THE UTILITY MODEL
It is yet another object of the present invention to provide a platform segment disposed between two adjacent beams, wherein the platform segment is integrally connected to the adjacent platform segment through a retractable distribution beam, thereby reducing the requirement of the support on the integrity of the telescopic multifunctional assembled suspension platform.
To achieve these objects and other advantages in accordance with the purpose of the invention, a telescopic multi-functional assembled suspended platform is provided, including a plurality of platform segments respectively disposed between two adjacent beams of a high-piled wharf, any of the platform segments including:
the two main bearing beams are arranged in parallel with the cross beam at intervals;
the fixed distribution beams are arranged on the two main bearing beams in parallel at intervals, any fixed distribution beam is perpendicular to the two main bearing beams, any fixed distribution beam is of a structure with openings at two ends and hollow inside, a sliding rail is arranged on the inner bottom surface of any fixed distribution beam along the length direction of the inner bottom surface, and a telescopic distribution beam is arranged on any sliding rail in a sliding mode;
the lifting devices are respectively arranged right below the longitudinal beams of the high-pile wharf and are used for driving the platform segment to move in the vertical direction;
the telescopic distribution beam extends out of the outer side of the fixed distribution beam along the length direction of the sliding rails, horizontally penetrates through a gap between two adjacent pile foundations at the bottom of the cross beam, and extends to the sliding rails of the fixed distribution beams on the adjacent sides to overlap two adjacent platform sections.
Preferably, the lifting device includes:
the two steel wire ropes are respectively arranged on the two hoisting holes of the longitudinal beam in a penetrating manner;
and the upper hooks of the four chain blocks are respectively connected with two ends of the two steel wire ropes, and the lower hooks of the four chain blocks are connected with the main bearing beam positioned right below the chain blocks.
Preferably, any main bearing beam comprises a plurality of main bearing beam sections which are arranged at intervals along the length direction of the cross beam, adjacent main bearing beam sections are connected through bolts, and a lower hook of the chain block is connected with the main bearing beam section which is positioned right below the chain block.
Preferably, any one of the steel wire ropes is sleeved with a rubber pipe.
Preferably, guard rails are arranged on two sides of the top of the platform section.
Preferably, a steel plate mesh is laid on the top surface of the platform segment.
The utility model discloses at least, include following beneficial effect:
1. the utility model has the advantages that the platform sections are arranged between the two adjacent beams, and the adjacent platform sections are lapped into a whole through the telescopic distribution beam, so that the requirement on the integrity of the support is reduced;
2. the utility model discloses a chain block carries out the lifting construction to the platform segment, adaptable crossbeam and longeron construction of different heights, and application scope is wide, has reduced the support quantity simultaneously and has made things convenient for the transportation and the installation and demolition work of support;
3. the utility model discloses install rail guard and steel sheet net on the platform segment section, can ensure personnel's personal safety in the work progress.
Additional advantages, objects, and features of the invention will be set forth in part in the description which follows and in part will become apparent to those having ordinary skill in the art upon examination of the following or may be learned from practice of the invention.
Drawings
FIG. 1 is a schematic elevation view of adjacent platform segments without overlap;
FIG. 2 is a schematic elevation view of the overlapping of adjacent platform segments;
fig. 3 is a schematic structural view of a platform segment according to the present invention;
the specification reference numbers indicate:
1. the steel wire rope is 2, a main bearing beam, 3, a fixed distribution beam, 4, a telescopic distribution beam, 5, a steel plate net, 6, a protective guard, 7, a chain block, 8, a cross beam, 9, a longitudinal beam, 10, a pile foundation, 11 and a mounting hole.
Detailed Description
The present invention is further described in detail below with reference to the drawings so that those skilled in the art can implement the invention with reference to the description.
It should be noted that, in the description of the present invention, the terms "lateral", "longitudinal", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, which is only for the convenience of description and simplification of description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention.
As shown in fig. 1-3, the utility model provides a multi-functional assembled platform that suspends in midair of telescopic, including a plurality of platform segments, it sets up respectively between two adjacent crossbeams 8 of high stake pier, and arbitrary platform segment includes:
the two main bearing beams 2 are arranged in parallel with the cross beam 8 at intervals;
the fixed distribution beams 3 are arranged on the two main bearing beams 2 in parallel at intervals, any fixed distribution beam 3 is perpendicular to the two main bearing beams 2, both ends of any fixed distribution beam 3 are provided with openings, the inner bottom surface of any fixed distribution beam 3 is provided with slide rails along the length direction of the inner bottom surface, and a telescopic distribution beam 4 is arranged on any slide rail in a sliding manner;
a plurality of lifting devices respectively arranged right below the plurality of longitudinal beams 9 of the high-piled wharf, the lifting devices being arranged to drive the platform segments to move in a vertical direction;
the telescopic distributing beam 4 extends out of the fixed distributing beam 3 along the length direction of the slide rail, horizontally penetrates through a gap between two adjacent pile foundations 10 at the bottom of the cross beam 8, and extends to the slide rail of the fixed distributing beam 3 on the adjacent side so as to lap two adjacent platform sections;
the hoisting device comprises:
the two steel wire ropes 1 are respectively arranged on the two hoisting holes of the longitudinal beam 9 in a penetrating manner;
and the upper hooks of the four chain blocks 7 are respectively connected with two ends of the two steel wire ropes 1, and the lower hooks are connected with the main bearing beam 2 positioned right below the upper hooks.
In the technical scheme, the high-pile wharf comprises an upper structure, longitudinal beams 9, cross beams 8, pile foundations 10 and the like, wherein a wharf surface is formed by the plurality of upper structures, a frame structure formed by the plurality of cross beams 8 and the plurality of longitudinal beams 9 is arranged below the wharf surface, the longitudinal beams 9 are positioned above the cross beams 8, the cross beams 8 are arranged in a direction perpendicular to the length direction of the wharf surface, the longitudinal beams 9 are arranged in a direction parallel to the length direction of the wharf surface, a plurality of mounting holes 11 are formed in the longitudinal beams 9 at intervals along the length direction of the wharf, any mounting hole 11 penetrates through the longitudinal beam 9 along the length direction of the cross beam 8, a plurality of pile foundations 10 are vertically and fixedly connected to the bottom of the cross beam 8 along the length direction of the bottom beam, the pile foundations 10 are used for supporting the whole wharf structure, and a platform segment is arranged between two adjacent cross beams 8;
as shown in fig. 3, the platform segment includes a plurality of main bearing beams 2 and a plurality of fixed distribution beams 3 connected by bolts, the plurality of main bearing beams 2 and the plurality of fixed distribution beams 3 form a frame structure, and the fixed distribution beams 3 are parallel to the length direction of the quay surface, a retractable distribution beam 4 is slidably arranged in any fixed distribution beam 3, the retractable distribution beam 4 can horizontally slide out of the fixed distribution beam 3 and penetrate into the opening of the fixed distribution beam 3 of the adjacent platform segment to realize the overlapping between the adjacent two platform segments, a plurality of chain blocks 7 are connected to any main bearing beam 2 at intervals along the length direction thereof, any chain block 7 is connected with a longitudinal beam 9 directly above the chain block through a steel wire rope 1, and the connection mode is: two ends of the steel wire rope 1 penetrate through mounting holes 11 in the longitudinal beam 9 and then are respectively connected with two chain blocks 7, the chain blocks 7 are connected with the main bearing beam 2, and the platform sections can move in the vertical direction through the chain blocks 7;
the utility model discloses a use method as follows:
firstly, as shown in fig. 1, in an initial state, two adjacent platform sections are not overlapped, a constructor lifts the platform section to a proper height through a chain block 7, and constructs the side surface of a cross beam 8 on the platform section;
secondly, as shown in fig. 2, after the construction of the side surface of the cross beam 8 is completed, a constructor manually pulls out the telescopic distributing beam 4 to be lapped on an adjacent platform section, and constructs the bottom surface of the cross beam 8 on a construction platform formed by the telescopic distributing beam 4;
after the construction is finished, the constructor returns to the fixed distributing beam 3, retracts the telescopic distributing beam 4 to the original platform section, lifts the platform section by using the chain block 7, constructs the longitudinal beam 9, and completes the construction of the area of the longitudinal beam 9 and the cross beam 8 corresponding to the platform section after the construction is finished; the utility model discloses a set up the platform segment section between two adjacent crossbeams 8, carry out the overlap joint through scalable distribution roof beam 4 between the adjacent platform segment section and become whole, reduced the wholeness requirement to the support, promote the construction to the platform segment section through chain block 7, the crossbeam 8 and the longeron 9 construction of adaptable co-altitude, application scope is wide, has reduced the support quantity simultaneously and has made things convenient for the transportation and the installation of support and demolish work.
In another technical scheme, any main bearing beam 2 comprises a plurality of main bearing beam 2 sections which are arranged at intervals along the length direction of the cross beam 8, the adjacent main bearing beam 2 sections are connected through bolts, and the lower hook of the chain block 7 is connected with the main bearing beam 2 section which is positioned right below the chain block.
In this technical scheme, main spandrel girder 2 splices into a whole through 2 sections of a plurality of main spandrel girders, has further made things convenient for the transportation of main spandrel girder 2, installation and demolish work, when installing the platform segment, can splice main spandrel girder 2 sections and fixed distribution beam 3 at the pier earlier, transport afterwards to waiting to hang the position and be connected with longeron 9 that is located directly over it through chain block 7, rethread bolt splices into a whole with 2 sections of main spandrel girder of adjacent segment, supplies the construction of constructor.
In another technical scheme, a rubber pipe is sleeved on any steel wire rope 1.
In the technical scheme, the steel wire rope 1 is wrapped by the rubber tube, so that the steel wire rope 1 is prevented from being damaged, and the service life of the steel wire rope is prolonged.
In another technical scheme, guard rails 6 are arranged on two sides of the top of the platform segment; and a steel plate net 5 is laid on the top surface of the platform segment.
In the technical scheme, the protective guard 6 and the steel plate net 5 are used for protecting the personal safety of constructors, when the bottom of the cross beam 8 is constructed, after the telescopic distribution beams 4 are lapped, the steel plate net 5 can be laid on a construction platform formed by the telescopic distribution beams 4, and the safety in the construction process is further ensured.
While the embodiments of the invention have been described above, it is not intended to be limited to the details shown, or described, but rather to cover all modifications, which would come within the scope of the appended claims, and all changes which come within the meaning and range of equivalency of the art are therefore intended to be embraced therein.
Claims (6)
1. The utility model provides a multi-functional assembled platform that suspends in midair of telescopic which characterized in that includes a plurality of platform segments, and it sets up respectively between two adjacent crossbeams of high stake pier, and arbitrary platform segment includes:
the two main bearing beams are arranged in parallel with the cross beam at intervals;
the fixed distribution beams are arranged on the two main bearing beams in parallel at intervals, any fixed distribution beam is perpendicular to the two main bearing beams, any fixed distribution beam is of a structure with openings at two ends and hollow inside, a sliding rail is arranged on the inner bottom surface of any fixed distribution beam along the length direction of the inner bottom surface, and a telescopic distribution beam is arranged on any sliding rail in a sliding mode;
the lifting devices are respectively arranged right below the longitudinal beams of the high-pile wharf and are used for driving the platform segment to move in the vertical direction;
the telescopic distribution beam extends out of the outer side of the fixed distribution beam along the length direction of the sliding rails, horizontally penetrates through a gap between two adjacent pile foundations at the bottom of the cross beam, and extends to the sliding rails of the fixed distribution beams on the adjacent sides to overlap two adjacent platform sections.
2. The telescopic multi-functional fabricated suspended platform of claim 1, wherein the lifting device comprises:
the two steel wire ropes are respectively arranged on the two hoisting holes of the longitudinal beam in a penetrating manner;
and the upper hooks of the four chain blocks are respectively connected with two ends of the two steel wire ropes, and the lower hooks of the four chain blocks are connected with the main bearing beam positioned right below the chain blocks.
3. The telescopic multifunctional assembled suspended platform of claim 2, wherein any one of the main bearing beams comprises a plurality of main bearing beam sections arranged at intervals along the length direction of the cross beam, adjacent main bearing beam sections are connected through bolts, and the lower hook of the chain block is connected with the main bearing beam section positioned right below the chain block.
4. The telescopic multi-functional assembled suspended platform of claim 2, wherein a rubber tube is sleeved on any of the steel cables.
5. The telescopic multi-functional assembled suspended platform of claim 1, wherein the platform segments are provided with guard rails on both sides of the top.
6. The telescopic multi-functional assembled suspended platform of claim 1, wherein the top surface of the platform segments is paved with steel mesh.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221203257.3U CN217438822U (en) | 2022-05-19 | 2022-05-19 | Telescopic multifunctional assembled suspension platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221203257.3U CN217438822U (en) | 2022-05-19 | 2022-05-19 | Telescopic multifunctional assembled suspension platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217438822U true CN217438822U (en) | 2022-09-16 |
Family
ID=83222078
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221203257.3U Active CN217438822U (en) | 2022-05-19 | 2022-05-19 | Telescopic multifunctional assembled suspension platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217438822U (en) |
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2022
- 2022-05-19 CN CN202221203257.3U patent/CN217438822U/en active Active
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