CN208294102U - High-rise floor overweight equipment hoisting platform - Google Patents
High-rise floor overweight equipment hoisting platform Download PDFInfo
- Publication number
- CN208294102U CN208294102U CN201820786452.0U CN201820786452U CN208294102U CN 208294102 U CN208294102 U CN 208294102U CN 201820786452 U CN201820786452 U CN 201820786452U CN 208294102 U CN208294102 U CN 208294102U
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- China
- Prior art keywords
- girder steel
- main girder
- support bar
- inclined support
- equipment hoisting
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Abstract
The utility model discloses high-rise floor overweight equipment hoisting platforms, it is intended to provide a kind of high-rise floor overweight equipment hoisting platform, its key points of the technical solution are that: platform body includes main girder steel and time girder steel, the main girder steel is equipped with support device, the support device includes inclined support bar, the slide contact part being slidably connected with main girder steel, the slide contact part bottom end is equipped with otic placode, one end of the inclined support bar and otic placode are hinged, the first axle crossbeam of lower layer's flooring of the other end and platform body is hinged, the slide contact part is equipped with the caging bolt for locking limit on main girder steel.The inclined support bar setting angle that this kind of hoisting platform can be adjusted according to the actual height of built floor, it is practical, it is reusable.
Description
Technical field
The utility model relates to equipment hoisting field, in particular to a kind of high-rise floor overweight equipment hoisting platform.
Background technique
Superelevation floor overweight equipment hoisting platform refers to the material receiving that overhanging is stretched out outside scaffold, is that high-altitude building is made
The lifting facility of overweight equipment can be carried when industry.
As urbanization process step is accelerated, the land resource of large size city inner city is precious, therefore in recent years
The development speed for carrying out super high-rise building is swift and violent.For function needs inside super high-rise building, it is generally provided with multi-layer device layer,
It is disposed with large-scale functional apparatus in mechanical floor, the load-bearing capacity of hoisting platform is required to improve.
Currently, in the prior art, in order to improve the load-bearing capacity of suspension platform, it will usually be led in suspension platform setting auxiliary
Draw support device, assisting tension device generally comprises the steel wire traction rope for being connected to suspension platform upper floor and is connected to suspention
The support rod of platform lower layer flooring, these auxiliary traction support systems improve the load energy of suspension platform to a certain extent
Power enhances the security performance of suspension platform.But it is unadjustable after the assisting tension support device that platform body is arranged in is fixed,
Flexibility is poor, and same root support rod cannot adapt to the floor for being applied to different height simultaneously, and it is low that support rod recycles rate.
Utility model content
The purpose of the utility model is to provide a kind of high-rise floor overweight equipment hoisting platform, having can be according to being built
The setting angle of the actual height adjustment support rod of floor, practical, support rod is reusable.
The above-mentioned technical purpose of the utility model has the technical scheme that
A kind of high level floor overweight equipment hoisting platform, the platform body including being set to skyscraper wall outer side are put down
Playscript with stage directions body includes horizontal positioned main girder steel and time girder steel, and the main girder steel is equipped with support device, the support device top
It is slidably connected with main girder steel, the support device bottom end and platform body lower layer flooring are hinged, and the support device includes tiltedly propping up
Strut and slide contact part, the slide contact part bottom end are equipped with otic placode, and one end of the inclined support bar and otic placode are hinged, another
End is hinged with the first axle crossbeam of lower layer's flooring of platform body, and the slide contact part is equipped with the limit for locking limit
Bolt.
By using above-mentioned technical proposal, construction personnel can adjust inclined support bar and main girder steel according to the actual height of floor
Link position, clamping screw can fix slide contact part, slide slide contact part with the increase of plateau pressure.
Further setting: between the inclined support bar and slidable connection portion be equipped with clamping screw, the inclined support bar with
Clamping screw also is provided between rotating junction.
Through the above technical solutions, locking bolt is connected and fixed inclined support bar both ends, prevent inclined support bar from changing support
Angle.
Further setting: being fixedly connected with support carriers on the first axle crossbeam, the support carriers are equipped with rotation
Interconnecting piece, the inclined support bar bottom end and rotating junction are hinged.
Through the above technical solutions, support carriers are bolted to ensure that the firm of support carriers at axis crossbeam,
Inclined support bar guarantees that inclined support bar bottom end is secured while rotation, and the setting of rotating junction makes inclined support bar according to floor reality
Border height adjusts setting angle.
Further setting: several angle steel of inclined support bar interior welds, the angle steel are set as one group two-by-two, every group of angle steel
It is symmetrical arranged, one side of the angle steel is bonded conflict with the inner wall of inclined support bar, and another side contacts at inclined support bar two sides.
By using above-mentioned technical proposal, the setting of angle steel optimizes the structure of inclined support bar, improves inclined support bar
Enabling capabilities.
Further setting: the support device further includes wirerope, and described wirerope one end is fixedly connected with main girder steel, separately
One end is fixedly connected with the second axis crossbeam of the upper floor of platform body.
By using above-mentioned technical proposal, the connection of wirerope, U-shaped bolt and joint face are convenient in the setting of U-shaped bolt and U-shaped ring
It is connected firmly and is not easy to fall off, ensure the drawing of wirerope, and U-shaped bolt is easy for installation, be applicable to assemble and disassemble
The connection of structure and provisional connection, practicability is stronger, easy to operate.
Further setting: the main girder steel upper surface is equipped with U-shaped ring, and the second axis crossbeam is equipped with U-shaped bolt, the steel
Cord both ends are fixedly connected with U-shaped bolt and U-shaped ring respectively.
By using above-mentioned technical proposal, the setting of U-shaped bolt and U-shaped ring reduces pendant to building damage, is convenient for steel
The connection of cord, U-shaped bolt is connected firmly with joint face to be not easy to fall off, and ensures the drawing of wirerope, and U-shaped bolt
It is easy for installation, it is applicable to the connection and provisional connection of assembling-disassembling structure, practicability is stronger, easy to operate.
Further setting: the main girder steel and time girder steel compartment have pressure buffer pad, and the main girder steel and time girder steel are logical
Tight fixed bolt is crossed to be fixedly connected.
By using above-mentioned technical proposal, cushion alleviates direct compressing of the gravity to main girder steel on time girder steel, protects
Demonstrate,prove main girder steel securely.
Further setting: being equipped with railing around the platform body, the railing includes upright bar and cross bar, and the upright bar is perpendicular
It is directly set to platform body avris, the cross bar is connect with upright bar using fastener connection type.
By using above-mentioned technical proposal, railing ensure that the safety of construction personnel, the fastener connection type of cross bar are convenient for
The establishment and disassembly of railing.
In conclusion the utility model has the following beneficial effects:
1, support rod can adjust setting angle according to the actual height of floor, and practical, support rod is reusable；
2, hoisting platform has high-intensitive weight bearing power, and elevating capacity is able to satisfy hanging for superelevation floor overweight equipment
Dress.
Detailed description of the invention
Fig. 1 is the overall structure diagram for embodying hoisting platform；
Fig. 2 is the structural schematic diagram for embodying hoisting platform block and platform；
Fig. 3 is for embodying the connection schematic diagram between main girder steel and slide contact part.
In figure, 1, platform body；11, main girder steel；111, U-shaped ring；12, secondary girder steel；2, junction steel plate is supported；3, it buffers
Pad；4, tight fixed bolt；5, support device；51, support rod；511, angle steel；52 slide contact parts；521, otic placode；53, wirerope；
6, caging bolt；7, first axle crossbeam；8, support carriers；10, rotating junction；13, clamping screw；14, the second axis crossbeam；
141, U-shaped bolt；；15, railing；151, upright bar；152, cross bar.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
Embodiment: high-rise floor overweight equipment hoisting platform as depicted in figs. 1 and 2, including is set to skyscraper wall
The platform body 1 in outside, platform body 1 include main girder steel 11 and time girder steel 12, and main girder steel 11 used selects H profile steel plate, main steel
Setting is fixed by reinforcing bar between beam 11, and reinforcing bar is laid in Z-shaped level, and reinforcing bar both ends and the welding of main girder steel 11 have consolidated main girder steel 11
Structure, enhance the bearing capacity of main girder steel 11.
Main girder steel 11 stretches out wall side and is equipped with support junction steel plate 2, and secondary girder steel 12 depends on support junction steel plate 2 and builds
On main girder steel 11, main girder steel 11 is equipped with pressure buffer pad 3, main girder steel 11, pressure buffer pad 3 and secondary steel with time 12 compartment of girder steel
Beam 12 is fixedly connected by tight fixed bolt 4, and the pressure buffer pad 3 between main girder steel 11 and secondary girder steel 12 alleviates the load of main girder steel 11
Lotus pressure.Meanwhile support junction steel plate 2 is equipped on main girder steel 11, taking for secondary girder steel 12 has been consolidated by support chain steel plate 2
It builds.
It is equipped with support device 5 in the lower section of main girder steel 11, support device 5 includes inclined support bar 51 and slide contact part 52,
52 bottom end of slide contact part be equipped with otic placode 521, otic placode 521 and 51 top of inclined support bar are hinged, inclined support bar 51 be slidably connected
52 junction of portion is equipped with clamping screw 13, and clamping screw 13 can be locked otic placode 521 and slide contact part 52, consolidates junction
The connection of inclined support bar 51 is convenient in the setting of fixed nonvoluntary rotation, otic placode 521, and guarantees inclined support bar 51 and slide contact part 52
The stabilization of connection.
Slide contact part 52 is arranged in the groove of main girder steel 11 from the sliding of main 11 side of girder steel, and slide contact part 52 is equipped with
For locking the caging bolt 6 of limit；The selection of H profile steel plate is that slide contact part 52 provides engaging, facilitates slide contact part 52
Sliding, caging bolt 6 can be fixed by slide contact part 52, prevent slide contact part 52 from sliding under pressure.
51 bottom end of inclined support bar is connected at the first axle crossbeam 7 of lower layer's flooring of platform body 1, on first axle crossbeam 7
Equipped with support carriers 8, the corresponding position that 7 two sides of first axle crossbeam are contacted with support carriers 8 is equipped with the identical drilling in aperture, support
Support 8 is fixed with first axle crossbeam 7 by U-shaped bolt 141, and such connection type can make U-shaped bolt 141 depend on the steady of axis crossbeam
It is fixed, to improve the stability of support carriers 8, guarantee firm when inclined support bar 51 supports.Support carriers 8 are equipped with rotation and connect
Socket part 10, inclined support bar 51 and rotating junction 10 are hinged, and clamping screw is equipped between inclined support bar 51 and rotating junction 10
13, the setting of rotating junction 10 makes construction personnel according to the setting angle of floor actual height adjustment inclined support bar 51, and
It is fixed after angle determines by clamping screw 13, prevents 51 lower rotation of inclined support bar.
Support device further comprises the wirerope 53 connected between 11 upper floor of main girder steel 11 and main girder steel, wirerope 53
It is connected at the second axis crossbeam 14 of 1 upper floor of main girder steel 11 and platform body, 14 two sides of the second axis crossbeam are equipped with drilling, U
Type bolt 141 is inserted into and is bolted from 14 bottom of the second axis crossbeam, U-shaped 141 bottom of bolt and 14 bottom of the second axis crossbeam there are
It is spaced, is provided with U-shaped ring 111 on main girder steel 11,53 both ends of wirerope are fixedly connected with U-shaped bolt 141 and 111 bolt of U-shaped ring respectively.
The connection of wirerope 53 is convenient in the setting of U-shaped bolt 141, and U-shaped bolt 141 is connect with joint face to be not easy to fall off, and U-shaped bolt 141 depends on
The stability of second axis crossbeam 14 ensure that the stretching of wirerope 53 is stablized, and prevent wirerope 53 from falling off with attachment device, and U
Type bolt 141 is easy for installation, is applicable to the connection and provisional connection of assembling-disassembling structure, practicability is stronger, easy to operate.
Several angle steel 511 are equipped with inside inclined support bar 51, the angle steel 511 is set as one group two-by-two, and every group of angle steel 511 is symmetrical
Setting, wherein one side of angle steel 511 is bonded conflict with the inner wall of inclined support bar 51, and another side contacts at 51 two sides of inclined support bar
The setting on side, angle steel 511 improves the bearing capacity of support rod 51, so that the weight bearing power of platform body 1 be turned up.
As shown in figure 3, being equipped with railing 16 around platform body 1, railing 16 includes upright bar 161 and cross bar 162, upright bar 161
It is vertically arranged at 1 avris of platform body, cross bar 162 is connected using fastener connection type.Railing 16 ensure that the peace of construction personnel
Entirely, the fastener connection type of cross bar 162 is convenient for the establishment and disassembly of railing 16.
Specific implementation process: main 11 one end of girder steel is held on the first axle crossbeam 7 of floor level, first axle crossbeam 7
Billet is equipped between main 11 resistance surface of girder steel, first axle crossbeam 7, billet and main girder steel 11 are connected by U-shaped bolt 141 is fixed
It connects, main 11 first axle crossbeam 7 of girder steel is fixedly connected with billet by U-shaped bolt 141, and main girder steel 11 stretches out wall side and is equipped with support
Junction steel plate 2, secondary girder steel 12 depend on support junction steel plate 2 and build on main girder steel 11, main girder steel 11 and time 12 compartment of girder steel
Equipped with pressure buffer pad 3,11 girder steels 12 of main girder steel and pressure buffer pad 3 are by being bolted between main girder steel 11 and secondary girder steel 12
It is connected by screw bolts.
After the completion of main girder steel 11 is built with time girder steel 12, the peace of inclined support bar 51 is adjusted according to the actual height of place floor
Angle is filled, while mobile slide contact part 52 makes the otic placode 521 of slide contact part 52 be in matched with 51 top of inclined support bar
Position, 51 upper end of inclined support bar and otic placode 521 are hinged, fixed with clamping screw 13, and subsequent tense wire rope 53 makes wirerope 53
It is connected to the U-shaped bolt 141 of 11 upper floor of U-shaped ring 111 and main girder steel of main girder steel 11.
The above embodiments are only the explanation to the utility model, are not limitations of the present invention, ability
Field technique personnel can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but
As long as all by the protection of Patent Law in the scope of the claims of the utility model.
Claims (7)
1. a kind of high level floor overweight equipment hoisting platform, the platform body (1) including being set to skyscraper wall outer side are put down
Playscript with stage directions body (1) includes horizontal positioned main girder steel (11) and time girder steel (12), it is characterised in that: the main girder steel (11) is equipped with
Support device (5), the support device (5) include inclined support bar (51) and the slide contact part that main girder steel (11) are slidably connected
(52), slide contact part (52) bottom end is equipped with otic placode (521), and one end and otic placode (521) of the inclined support bar (51) are cut with scissors
It connects, hingedly, the slide contact part (52) is equipped with the first axle crossbeam (7) of lower layer's flooring of the other end and platform body (1)
For locking the caging bolt (6) of limit on main girder steel (11).
2. high level floor overweight equipment hoisting platform according to claim 1, it is characterised in that: the first axle crossbeam
(7) it is fixedly connected on support carriers (8), the support carriers (8) are equipped with rotating junction (10), the inclined support bar
(51) bottom end and rotating junction (10) hingedly, between the inclined support bar (51) and rotating junction (10), the bearing diagonal
Clamping screw (13) are equipped between bar (51) and rotating junction (10).
3. high level floor overweight equipment hoisting platform according to claim 2, it is characterised in that: the inclined support bar (51)
Several angle steel of interior welds (511), the angle steel (511) are set as one group two-by-two, and every group of angle steel (511) is symmetrical arranged.
4. high level floor overweight equipment hoisting platform according to claim 3, it is characterised in that: the support device (5)
It further include wirerope (53), described wirerope (53) one end is fixedly connected with main girder steel (11), the other end and platform body (1)
Second axis crossbeam (14) of upper floor is fixedly connected.
5. high level floor overweight equipment hoisting platform according to claim 4, it is characterised in that: on the main girder steel (11)
Surface is equipped with U-shaped ring (111), and the second axis crossbeam (14) is equipped with U-shaped bolt (141), wirerope (53) the both ends difference
It is fixedly connected with U-shaped bolt (141) and U-shaped ring (111).
6. high level floor overweight equipment hoisting platform according to claim 5, it is characterised in that: the main girder steel (11) with
Pressure buffer pad (3) are equipped between secondary girder steel (12), the main girder steel (11) and time girder steel (12) are fixed by tight fixed bolt (4)
Connection.
7. high level floor overweight equipment hoisting platform according to claim 6, it is characterised in that: the platform body (1)
Surrounding is equipped with railing (16), and the railing (16) includes upright bar (161) and cross bar (162), and the upright bar (161) is vertically arranged at
Platform body (1) avris, the cross bar (162) are connect with upright bar (161) using fastener connection type.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820786452.0U CN208294102U (en) | 2018-05-23 | 2018-05-23 | High-rise floor overweight equipment hoisting platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820786452.0U CN208294102U (en) | 2018-05-23 | 2018-05-23 | High-rise floor overweight equipment hoisting platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208294102U true CN208294102U (en) | 2018-12-28 |
Family
ID=64728706
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820786452.0U Expired - Fee Related CN208294102U (en) | 2018-05-23 | 2018-05-23 | High-rise floor overweight equipment hoisting platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208294102U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN119641105A (en) * | 2024-12-11 | 2025-03-18 | 中国建筑第八工程局有限公司 | Hoisting structure for hoisting steel beam from window of existing structure and hoisting method thereof |
-
2018
- 2018-05-23 CN CN201820786452.0U patent/CN208294102U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN119641105A (en) * | 2024-12-11 | 2025-03-18 | 中国建筑第八工程局有限公司 | Hoisting structure for hoisting steel beam from window of existing structure and hoisting method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181228 Termination date: 20210523 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |