CN205908293U - Foldable platform sling of construction is equipped to vertical - Google Patents
Foldable platform sling of construction is equipped to vertical Download PDFInfo
- Publication number
- CN205908293U CN205908293U CN201620910433.5U CN201620910433U CN205908293U CN 205908293 U CN205908293 U CN 205908293U CN 201620910433 U CN201620910433 U CN 201620910433U CN 205908293 U CN205908293 U CN 205908293U
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- CN
- China
- Prior art keywords
- frame
- square main
- platform sling
- collar tie
- arc
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- 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.)
- Expired - Fee Related
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Abstract
The utility model discloses a foldable platform sling of construction is equipped to vertical comprises platform sling frame and the steel sheet of tiling on the frame, and the platform sling frame includes square main beam frame, and there is arc circle beam frame both sides with the swing joint that folds paper around the square main beam frame, and there is arc collar tie beam end at both ends with the swing joint that folds paper about square main beam frame, arc circle beam frame and arc collar tie beam end are through realizing foldingly with square main beam frame swing joint, be equipped with the locating part between arc circle beam frame and arc collar tie beam end and the square main beam frame, arc circle beam frame and arc collar tie beam end are expanded the back and are fixed into a complete circular platform sling frame through the locating part with square main beam frame. The utility model discloses because no longer the cutting is reformed transform, reduce the cutting and reformed transform the structural damage to the platform sling, saved platform sling rebuild year, improved vertical shaft equipment engineering construction speed. Simultaneously, the material reusability of preparation platform sling is strong, has practiced thrift construction cost.
Description
Technical field
This utility model relates to shaft construction equipment, the more particularly, to hanging scaffold of shaft construction.
Background technology
Hanging scaffold refers to be suspended to the construction operation of the single or multiple lift structure can lift in pit shaft in mine construction construction
Platform, is one of coal mine shaft lining equipment construction important tool.Hanging scaffold, in addition to meeting vertical equipment construction needs, also should ensure that
Enough structural strengths and meet construction safety standard, its design should according to the concrete condition of services plan arrangement in shaft of vertical well Lai
Carry out, meet shaft of vertical well equipment construction process requirement.
Traditional hanging scaffold adopts fixed disc, is made up of with the steel plate being laid on framework hanging scaffold framework.Hanging scaffold framework is tied
Structure as shown in figure 1, being to be formed by channel-section steel collar tie beam 1 integral solder of I-shaped steel frame 2 and surrounding, hanging scaffold be provided with up and down pass through
Hole 3.
When shaft of vertical well is equipped, typically first on circular hanging scaffold, anchor pole, bracket, cable bearer are carried out by well head to shaft bottom
Deng installation, then the installation such as solar, buntons, cage guide is carried out by shaft bottom to well head.Due to mounted anchor pole, bracket, electricity
The prominent borehole wall such as cable support, playing inhibition during the circular hanging scaffold of lifting, so needing circular hanging scaffold framework piecemeal is cut, cutting
The main girder frame going out centre, as square hanging scaffold, carries out solar, buntons, cage guide etc. on square hanging scaffold and installs.When going to
In addition it is also necessary to again weld to the piecemeal framework of cutting during next vertical equipment construction.Again the quadra welding unavoidably can
Hanging scaffold structure is caused damage, hanging scaffold structural strength can be subject to certain weakening, and its safety decreases.Meanwhile, hanging scaffold is cut
Cut transformation and belong to the key job that vertical is equipped on construction period network planning graph key route, directly affect whole engineering work
Phase.
Content of the invention
Reduce the impact to hanging scaffold structure safety for the cutting transformation in vertical equipment work progress for traditional hanging scaffold for effective
Equip speed of application with improving vertical, this utility model provides a kind of collapsible hanging scaffold being applied to vertical equipment construction.
For reaching above-mentioned purpose, the technical scheme that this utility model is taken is:
A kind of vertical equipment collapsible hanging scaffold of construction, is made up of with the steel plate being laid on framework hanging scaffold framework, its feature
It is, hanging scaffold framework includes square main girder frame, both sides folding before and after square main girder frame is connected with arc collar tie beam frame
Frame, two ends folding about square main girder frame is connected with loop beam-ends head；Arc collar tie beam framework and loop beam-ends
Head is realized folding by being flexibly connected with square main girder frame；Arc collar tie beam framework and loop beam-ends head and square main girder frame
Between be provided with some locating parts, arc collar tie beam framework and loop beam-ends head are solid with square main girder frame by locating part after launching
Surely become a complete circular hanging scaffold framework.
This collapsible hanging scaffold, is applicable to monolayer hanging scaffold or multilamellar hanging scaffold.
Good effect of the present utility model is, when shaft equipment is constructed, collapsible hanging scaffold to be opened, solid using locating part
Fixed, you can to constitute a complete circular hanging scaffold, suspend in midair to pit shaft, carry out anchor pole from top to bottom, bracket, cable bearer are applied
Work.After construction is to shaft bottom, open locating part, the arc collar tie beam framework of both sides and loop beam-ends head is sagging packs up, automatic shape
Become a square hanging scaffold face, solar, buntons, cage guide etc. can be carried out from the bottom to top and install.Install mention standby on well.
When the next pit shaft of construction, repeat said process.Due to no longer cutting transformation, reduce the knot to hanging scaffold for the cutting transformation
Structure damages, and saves the hanging scaffold transformation time, improves shaft of vertical well New Equipment Engineering speed of application.Meanwhile, make the material of hanging scaffold
Durability is strong, has saved construction cost..
Brief description
Fig. 1 is conventional fixed-type hanging scaffold schematic diagram；
Fig. 2 is this utility model piecemeal view；
Fig. 3 is overall schematic after this utility model assembling；
Fig. 4 is folding attachment structure schematic diagram.
In figure, 1- channel-section steel collar tie beam, 2- I-shaped steel frame, 3- hole, 4- loop beam-ends head, 5- arc collar tie beam framework, 6-
Square main girder frame, 7- locating part, 8- folding.
Specific embodiment
Fig. 1 is conventional fixed-type hanging scaffold schematic diagram, and its structure has described in detail in the introduction, will not be described in detail herein.
With reference to Fig. 2-4, this utility model is described in detail:
A kind of vertical equipment collapsible hanging scaffold of construction, is made up of with the steel plate being laid on framework hanging scaffold framework；Wherein, hang
Disk framework is as shown in Fig. 2 include a square main girder frame 6, two arc collar tie beam frameworks 5 and two loop beam-ends heads 4；As
Shown in Fig. 3, two arc collar tie beam frameworks 5 are movably connected in square main girder frame 6 both sides in front and back with folding 8 respectively, and folding 8 connects
Structure is as shown in Figure 4；Two loop beam-ends heads 4 are movably connected in square main girder frame 6 about two ends with folding 8 respectively；Arc
Shape collar tie beam framework 5 and loop beam-ends head 4 are realized folding by being flexibly connected with square main girder frame 5；Arc collar tie beam framework 5 He
It is provided with some locating parts 7, arc collar tie beam framework 5 and loop beam-ends head 4 between loop beam-ends head 4 and square main girder frame 6
Pass through locating part 7 after expansion and be fixed into a complete circular hanging scaffold framework with square main girder frame 6.
This collapsible hanging scaffold, is applicable to monolayer hanging scaffold or multilamellar hanging scaffold.
Claims (1)
1. a kind of vertical equipment collapsible hanging scaffold of construction, is made up of with the steel plate being laid on framework hanging scaffold framework, its feature exists
In, hanging scaffold framework includes square main girder frame, and both sides folding before and after square main girder frame is connected with arc collar tie beam framework,
About square main girder frame, two ends folding is connected with loop beam-ends head；Arc collar tie beam framework and loop beam-ends head lead to
Cross and be flexibly connected realization folding with square main girder frame；Between arc collar tie beam framework and loop beam-ends head and square main girder frame
It is provided with locating part, after arc collar tie beam framework and the expansion of loop beam-ends head, be fixed into one by locating part and square main girder frame
Complete circular hanging scaffold framework.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620910433.5U CN205908293U (en) | 2016-08-19 | 2016-08-19 | Foldable platform sling of construction is equipped to vertical |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620910433.5U CN205908293U (en) | 2016-08-19 | 2016-08-19 | Foldable platform sling of construction is equipped to vertical |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205908293U true CN205908293U (en) | 2017-01-25 |
Family
ID=57801396
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620910433.5U Expired - Fee Related CN205908293U (en) | 2016-08-19 | 2016-08-19 | Foldable platform sling of construction is equipped to vertical |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205908293U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108301836A (en) * | 2018-04-03 | 2018-07-20 | 中煤科工集团南京设计研究院有限公司 | A kind of movable stock and application method for large coal mine vertical main shaft mouth |
| CN110173265A (en) * | 2019-04-23 | 2019-08-27 | 中国华冶科工集团有限公司 | Hanging scaffold and vertical shaft for mine equip construction method of installation |
-
2016
- 2016-08-19 CN CN201620910433.5U patent/CN205908293U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108301836A (en) * | 2018-04-03 | 2018-07-20 | 中煤科工集团南京设计研究院有限公司 | A kind of movable stock and application method for large coal mine vertical main shaft mouth |
| CN108301836B (en) * | 2018-04-03 | 2023-11-17 | 中煤科工集团南京设计研究院有限公司 | Movable sleeve frame for main wellhead of large coal mine vertical shaft and use method |
| CN110173265A (en) * | 2019-04-23 | 2019-08-27 | 中国华冶科工集团有限公司 | Hanging scaffold and vertical shaft for mine equip construction method of installation |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170125 Termination date: 20180819 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |