CN211849943U - High altitude vestibule construction platform - Google Patents
High altitude vestibule construction platform Download PDFInfo
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- CN211849943U CN211849943U CN201921501235.3U CN201921501235U CN211849943U CN 211849943 U CN211849943 U CN 211849943U CN 201921501235 U CN201921501235 U CN 201921501235U CN 211849943 U CN211849943 U CN 211849943U
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Abstract
The utility model provides a high altitude vestibule construction platform, including platform and baffle, the top fixed mounting of platform has the baffle, and the inside fixed mounting of platform has the compressive layer, and the inside fixed mounting of compressive layer has the enhancement frame, and the inside fixed mounting of enhancement frame has to support the piece, supports the one end fixed mounting of piece and has the strengthening rib, and the below fixed mounting of compressive layer has the buffer layer. The utility model discloses an establish the platform and predetermine the position, then be connected to the baffle on the platform again, through each baffle of connecting plate fixed, the rethread bracing piece is fixed the connecting plate to the platform on, carries out spacing messenger's baffle through the fixed block and has good safeguard function, and the crushing resistance layer in the rethread platform makes overall structure have good bearing capacity and buffer capacity with the buffer layer.
Description
Technical Field
The utility model relates to a building structure technical field especially relates to a vestibule construction platform.
Background
The corridor is originally a form of ancient building in China, namely a connecting structure between buildings is provided with a roof and does not have an enclosure structure, the corridor is set up on the one hand according to the requirements on the building function, the corridor can be convenient for the connection between two tower buildings, meanwhile, the corridor can be used as a sightseeing corridor or a leisure coffee house and the like due to good lighting effect and wide visual field, the building is required to be completed through a construction platform when the corridor is constructed, but the existing construction platform is low in bearing capacity and poor in buffering capacity, and therefore the high-altitude corridor construction platform is provided for solving the problems.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the defects existing in the prior art and providing a high-altitude corridor construction platform.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a high-altitude corridor construction platform comprises a platform and a baffle, wherein the baffle is fixedly arranged above the platform;
the platform comprises a pressure-resistant layer, a reinforcing frame, a supporting block, a reinforcing rib, a retarding layer, a connecting column, a limiting block, a spring screw, a movable plate, a dowel bar, sawteeth, a buffer table and a gear, wherein the pressure-resistant layer is fixedly arranged in the platform, the reinforcing frame is fixedly arranged in the pressure-resistant layer, the supporting block is fixedly arranged in the reinforcing frame, one end of the supporting block is fixedly provided with the reinforcing rib, the retarding layer is fixedly arranged below the pressure-resistant layer, the connecting column is fixedly arranged in the retarding layer, the limiting block is fixedly arranged on one side of the connecting column, the spring screw is fixedly arranged on one side of the limiting block, the movable plate is fixedly arranged on one end of the spring screw, the dowel bar is fixedly arranged on the top end of the movable plate, sawteeth are fixedly arranged on two sides of the dowel bar, and the buffer table is fixedly arranged below the saw, a gear is fixedly arranged in the buffer table;
the baffle includes connecting plate, connecting rod, bracing piece, fixed block, one side fixed mounting of baffle has the connecting plate, one side fixed mounting of connecting plate has the connecting rod, the positive fixed mounting of connecting plate has the bracing piece, the bottom fixed mounting of bracing piece has the fixed block.
As a further description of the above technical solution: the reinforcing frame is cuboid in shape, and a plurality of reinforcing frames are arranged inside the compression-resistant layer.
As a further description of the above technical solution: the upper side, the lower side, the left side and the right side of the reinforcing rib are connected to the inside of the reinforcing frame through the abutting blocks.
As a further description of the above technical solution: the fly leaf all establishes the bottom both sides at the dowel bar, and the bottom of fly leaf all is equipped with the spring screw.
As a further description of the above technical solution: the gears are arranged above and below the left side and the right side of the inner wall of the buffer table, and the gears are matched with the saw teeth.
As a further description of the above technical solution: the connecting column is provided with a plurality of connecting columns inside the retarding layer, and the connecting columns are 3cm-5cm in diameter.
As a further description of the above technical solution: the supporting rods are all inclined downwards by 30 degrees.
Has the advantages that:
1. the utility model discloses an establish the platform and predetermine the position, then be connected to the baffle on the platform again, through each baffle of connecting plate fixed, the rethread bracing piece is fixed the connecting plate to the platform on, carries out spacing messenger's baffle through the fixed block and has good safeguard function, and the anti-compression layer in the rethread platform makes overall structure have good bearing capacity and buffer capacity with slowing down the layer.
2. Secondly, carry out preliminary resistance to compression effect through the intraformational rib of resistance to compression, then support the piece through each and connect the strengthening rib and fix the rib and let the rib can have sufficient bearing capacity, rethread spliced pole is fixed the inside that slows down the layer after that, drive the fly leaf through the dowel steel and push up the stopper through driving the spring screw when moving toward one side and slow down pressure, it moves down the impact force that reduces the dowel steel with the gear slip down to drive the sawtooth simultaneously again, thereby reach the effect that slows down.
Drawings
FIG. 1 is a schematic front sectional view of the overall structure of the present invention;
FIG. 2 is a schematic side view of the overall structure of the present invention;
fig. 3 is an enlarged schematic view of fig. 1A of the present invention.
Illustration of the drawings:
a platform 1; a pressure resistant layer 101; a reinforcement frame 102; a resisting block 103; a reinforcing rib 104; a mitigation layer 105; a connecting post 106; a stopper 107; a spring screw 108; a movable plate 109; a dowel bar 110; serrations 111; a buffer table 112; a gear 113; a baffle 2; a connecting plate 201; a connecting rod 202; a support rod 203; and a fixed block 204.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative efforts belong to the protection scope of the present invention.
Referring to fig. 1-3, a high altitude corridor construction platform comprises a platform 1 and a baffle 2, and is characterized in that the baffle 2 is fixedly arranged above the platform 1;
the platform 1 comprises a pressure-resistant layer 101, a reinforcing frame 102, a resisting block 103, a reinforcing rib 104, a retarding layer 105, a connecting column 106, a limiting block 107, a spring screw 108, a movable plate 109, a dowel bar 110, sawteeth 111, a buffer table 112 and a gear 113, wherein the pressure-resistant layer 101 is fixedly installed in the platform 1, the reinforcing frame 102 is fixedly installed in the pressure-resistant layer 101, the resisting block 103 is fixedly installed in the reinforcing frame 102, the reinforcing rib 104 is fixedly installed at one end of the resisting block 103, the retarding layer 105 is fixedly installed below the pressure-resistant layer 101, the connecting column 106 is fixedly installed in the retarding layer 105, the connecting column 106, the limiting block 107 is fixedly installed at one side of the connecting column 106, the spring screw 108 is fixedly installed at one side of the limiting block 107, the movable plate 109 is fixedly installed at one end of the spring screw 108, the dowel bar 110 is fixedly installed at the top end of the, a buffer table 112 is fixedly arranged below the saw teeth 111, and a gear 113 is fixedly arranged in the buffer table 112;
Wherein, strengthen frame 102 and be the cuboid shape, and be equipped with a plurality of in the inside on resistance to compression layer 101, strengthen frame 102 and carry out preliminary resistance to compression effect to platform 1, let platform 1 have good bearing capacity.
The upper, lower, left and right sides of the reinforcing ribs 104 are connected to the inside of the reinforcing frame 102 through the abutting blocks 103, and the reinforcing frame 102 is fixed by connecting the reinforcing ribs 104 through each abutting block 103, so that the reinforcing frame 102 can have sufficient pressure resistance.
The movable plates 109 are disposed on two sides of the bottom end of the dowel bar 110, and the bottom ends of the movable plates 109 are disposed with spring screws 108, so that when the stress on the damping layer 105 is relieved, the movable plates 109 are driven by the dowel bar 110 to move to one side, and the pressure is relieved by driving the spring screws 108 to prop against the limiting blocks 107.
The gear 113 is disposed above and below the left and right sides of the inner wall of the buffer table 112, and the gear 113 and the saw teeth 111 are engaged with each other, so that when the saw teeth 111 move downward and slide with the gear 113, the impact force of the downward movement of the dowel bar 110 is reduced, thereby achieving the effect of slowing down.
The connecting column 106 is provided with a plurality of connecting columns inside the slowing layer 105, the diameter of each connecting column is 3cm-5cm, and the connecting columns 106 are used for fixing the inside of the slowing layer 105, so that the slowing layer 105 is not easy to break.
Wherein, bracing piece 203 is downward sloping 30, fixes connecting plate 201 to platform 2 through bracing piece 203 on, carries on spacingly through fixed block 204 and makes baffle 2 have good safeguard function.
The working principle is as follows: when the device is used, the platform 1 is arranged at a preset position, the baffle plates 2 are connected to the platform 1, each baffle plate 2 is fixed through the connecting plate 201, the connecting plate 201 is fixed to the platform 1 through the supporting rods 203, the baffle plates 2 have a good protection function through the fixing blocks 204 for limiting, the whole structure has good bearing capacity and buffering capacity through the compression resistant layer 101 and the retarding layer 105 in the platform 1, then the reinforcing frame 102 in the compression resistant layer 101 has a preliminary compression resistant effect, then the reinforcing frame 102 is fixed through the reinforcing ribs 104 connected with each abutting block 103 to enable the reinforcing frame 102 to have sufficient bearing capacity, then the inside of the retarding layer 105 is fixed through the connecting column 106, the pressure is relieved by driving the spring screws 108 to abut against the limiting blocks 107 when the movable plate 109 is driven to move to one side through the force transfer rod 110, meanwhile, the saw teeth 111 are driven to move downwards to slide along with the gear 113, so as to reduce the impact force of the downward movement of the dowel bar 110, thereby achieving the effect of slowing down.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (7)
1. A high-altitude corridor construction platform comprises a platform (1) and a baffle (2), and is characterized in that the baffle (2) is fixedly arranged above the platform (1);
the platform (1) comprises a pressure-resistant layer (101), a reinforcing frame (102), a resisting block (103), a reinforcing rib (104), a retarding layer (105), a connecting column (106), a limiting block (107), a spring screw (108), a movable plate (109), a dowel bar (110), sawteeth (111), a buffer table (112) and a gear (113), wherein the pressure-resistant layer (101) is fixedly arranged in the platform (1), the reinforcing frame (102) is fixedly arranged in the pressure-resistant layer (101), the resisting block (103) is fixedly arranged in the reinforcing frame (102), the reinforcing rib (104) is fixedly arranged at one end of the resisting block (103), the retarding layer (105) is fixedly arranged below the pressure-resistant layer (101), the connecting column (106) is fixedly arranged in the retarding layer (105), the connecting column (106) is fixedly arranged on one side of the connecting column (106), and the limiting block (107) is fixedly arranged on one side of the connecting column (106, a spring screw (108) is fixedly mounted on one side of the limiting block (107), a movable plate (109) is fixedly mounted at one end of the spring screw (108), a dowel bar (110) is fixedly mounted at the top end of the movable plate (109), sawteeth (111) are fixedly mounted on two sides of the dowel bar (110), a buffer table (112) is fixedly mounted below the sawteeth (111), and a gear (113) is fixedly mounted inside the buffer table (112);
baffle (2) include connecting plate (201), connecting rod (202), bracing piece (203), fixed block (204), one side fixed mounting of baffle (2) has connecting plate (201), one side fixed mounting of connecting plate (201) has connecting rod (202), the positive fixed mounting of connecting plate (201) has bracing piece (203), the bottom fixed mounting of bracing piece (203) has fixed block (204).
2. The high-altitude corridor construction platform as claimed in claim 1, wherein the reinforcing frame (102) is cuboid in shape, and a plurality of reinforcing frames are arranged inside the pressure-resistant layer (101).
3. The high-altitude corridor construction platform as claimed in claim 1, wherein the four sides of the reinforcing ribs (104) are connected to the inside of the reinforcing frame (102) through the resisting blocks (103).
4. The high-altitude corridor construction platform as claimed in claim 1, wherein the movable plates (109) are disposed on two sides of the bottom end of the dowel bar (110), and the bottom ends of the movable plates (109) are disposed with spring screws (108).
5. The high-altitude corridor construction platform as claimed in claim 1, wherein the gear (113) is disposed above and below the left and right sides of the inner wall of the buffer platform (112), and the gear (113) and the saw teeth (111) are engaged with each other.
6. The high altitude corridor construction platform according to claim 1, wherein the connecting columns (106) are provided with a plurality of columns inside the slowing layer (105) and have a diameter of 3cm-5 cm.
7. A high altitude corridor construction platform according to claim 1, characterised in that the support bars (203) are all inclined downwards 30 °.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921501235.3U CN211849943U (en) | 2019-09-10 | 2019-09-10 | High altitude vestibule construction platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921501235.3U CN211849943U (en) | 2019-09-10 | 2019-09-10 | High altitude vestibule construction platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211849943U true CN211849943U (en) | 2020-11-03 |
Family
ID=73130670
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921501235.3U Active CN211849943U (en) | 2019-09-10 | 2019-09-10 | High altitude vestibule construction platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211849943U (en) |
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2019
- 2019-09-10 CN CN201921501235.3U patent/CN211849943U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20230420 Address after: 150000 B1A-1, Minsheng Shangdu Phase II, Qunlixi District, Daoli District, Harbin City, Heilongjiang Province Patentee after: Heilongjiang Youxiang Construction Engineering Co.,Ltd. Address before: 471000 No.106, gate 3, building 2, West courtyard, No.8 Guangwen Road, Jianxi District, Luoyang City, Henan Province Patentee before: Zhao Gaojian |
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| TR01 | Transfer of patent right |