CN205604737U - Light slat integral hoisting system - Google Patents
Light slat integral hoisting system Download PDFInfo
- Publication number
- CN205604737U CN205604737U CN201620306646.7U CN201620306646U CN205604737U CN 205604737 U CN205604737 U CN 205604737U CN 201620306646 U CN201620306646 U CN 201620306646U CN 205604737 U CN205604737 U CN 205604737U
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- plate
- steel
- light lath
- steel plate
- hoisting system
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 88
- 239000010959 steel Substances 0.000 claims abstract description 88
- 238000003466 welding Methods 0.000 claims abstract description 4
- 239000000178 monomer Substances 0.000 claims description 14
- 239000004567 concrete Substances 0.000 claims description 6
- 238000010276 construction Methods 0.000 abstract description 13
- 239000011449 brick Substances 0.000 description 4
- 238000009413 insulation Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000004568 cement Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 1
- 239000003818 cinder Substances 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- 239000011381 foam concrete Substances 0.000 description 1
- 239000002440 industrial waste Substances 0.000 description 1
- 230000009545 invasion Effects 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 230000029058 respiratory gaseous exchange Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model relates to a light slat integral hoisting system belongs to building frock field, it includes the light slat, steel frame and counter weight device, frame girder steel in the counter weight device, frame bracing and first fixed counter weight plate and steel frame welding, it is fixed that the light slat passes through the steel frame, the counter weight steel sheet passes through the fixed counter weight plate of second and is connected with first fixed counter weight plate, the light slat, steel frame and counter weight device are whole to be lifted by crane, then cut off being connected of light slat and steel frame, steel frame and counter weight device dump. The utility model has the advantages of the wall body wholeness is strong, and wall surface flat, efficiency of construction height, high altitude construction volume are lacked.
Description
Technical field
This utility model belongs to building frock field, more particularly, it relates to a kind of integral hoisting and the bar of installation
Plate assembled tool technology.
Background technology
At present, the materials for wall of building mainly has two kinds: one to be with clay brick, porous brick, cement brick, cinder
Brick, aerated blocks are main masonry wall, two be with GRC plate, fiver cement board grouting light foam concrete plate,
The light lath walls such as ALC plate.
Masonry wall, in work progress, belongs to half wet trade, and labour demand is intensive, and wall leveling degree deviation is big
Difficult quality controls, and construction easily causes airborne dust, affect environment, exterior-wall heat insulation and body of wall can not synchronous construction,
Long construction period and external wall construction are affected by rainy weather.
Light lath wall is a kind of novel energy-conserving walling material, and it is a kind of external form walling as cored slab, it
There is male and female tongue-and-groove on both sides, only need to be erected by sheet material during installation, and male and female tenon is coated after a small amount of filleting mortar assembly
Get up.Light lath wall is by various industrial waste residues groups such as innoxious ardealite, lightweight slag, flyash
Become, form through the pressurization maintenance of frequency conversion steam.Light lath has light weight, intensity environmental protection high, multiple, insulation
The advantages such as heat insulation, sound insulation, breathing damping, fire prevention, rapid construction, reduction body of wall cost.But due to monoblock wall
Body is combined at the construction field (site) by the batten of polylith width 300～600mm, and it is low that it exists efficiency of construction, installs
Speed is slow, the shortcomings such as amount of high-altitude operation is big.
Utility model content
The purpose of this utility model is to overcome traditional lightweight batten monolithic at the construction field (site) the most assembled, construction speed
Slowly, inefficiency, the shortcoming that amount of high-altitude operation is big, it is provided that a kind of globality is strong, lifting rapidly, reduces degree
Work high above the ground, the light lath integral hoisting system of job site entirety assembling.
For the attainment of one's purpose, the technical scheme that this utility model provides is:
A kind of light lath integral hoisting system of the present utility model, it is characterised in that: it include light lath,
Steel frame and counter weight device, described steel frame includes interior working plate and outer working plate, and interior working plate two ends are welded
First side steel plate, the second side steel plate, the first side steel plate and the second side steel plate are welded in outer working plate two ends
Employing plain bolt connects, and outer working plate upper surface symmetry is welded with the first lifting plate, and described light lath is arranged
Between interior working plate and outer working plate；Described counter weight device includes framework girder steel, framework diagonal brace, first solid
Determine Weight plate, the second fixed weight plate and counterweight steel plate, framework girder steel and framework diagonal brace one end to weld with outer working plate
Connecing, the other end and the welding of the first fixed weight plate, the first fixed weight plate and the second fixed weight plate are correspondingly provided with
Bolt hole, counterweight steel plate uses fixing being bolted between the first fixed weight plate and the second fixed weight plate,
The framework girder steel upper surface symmetry of end bay is welded with on the second lifting plate, the first lifting plate and the second lifting plate and is all provided with hanging
Dress hole.
Described light lath includes 4～6 pieces of batten monomers, and batten monomer thickness is 100mm～250mm, two
The position of the corresponding second side steel plate of the batten monomer of side is provided with the groove of 20mm, the two ends up and down of batten monomer
It is all provided with installing hole.4～6 pieces of batten monomers are lifted by this technical scheme together, add the globality of body of wall, with
Time accelerate wall construction speed, the groove of both sides is easy to steel frame can preferably clamp light lath.
Described batten monomer uses precast slab.
As preferably, described batten monomer uses autoclaved lightweight concrete board.
It is equipped with some bolts hole on the first described side steel plate and the second side steel plate.
As preferably, described interior working plate, the first side steel plate and the second side steel plate all use bar steel plate,
Outer working plate uses channel-section steel.
As preferably, described framework girder steel, framework diagonal brace, the first fixed weight plate and the second fixed weight plate
It is respectively adopted the combination of one or more of the steel plate of bar steel plate or channel-section steel or other section forms.
As preferably, the contact surface of described interior working plate, outer working plate, the second side steel plate and light lath
It is additionally provided with rubber sheet gasket.Owing to interior working plate, side steel plate and outer working plate width are less, in hoisting process
Under the effect of light lath deadweight, the stationary plane of light lath is easy to damage, and the setting of rubber sheet gasket can guarantee that
Body of wall is in hoisting process, and light lath is not destroyed by steel frame.
The technical scheme using this utility model to provide, compared with prior art, has the advantages that
(1) the light lath integral hoisting system that this utility model relates to adds the globality of body of wall, reduces
Because installing the bar sheet separation produced.
(2) the light lath integral hoisting system that this utility model relates to can reduce amount of high-altitude operation, installs matter
Amount is more easy to be effectively controlled, and makes and on-site hoisting speed is fast, climate conditionality is little, save labour force
And construction quality controllability can be improved.
Accompanying drawing explanation
Fig. 1 is this utility model light lath integral hoisting system structure schematic diagram；
Fig. 2 is the alien invasion figure before this utility model light lath integral hoisting system does not installs Weight plate；
Fig. 3 is elevation in this utility model light lath integral hoisting system.
Mark explanation in schematic diagram: 1-installing hole；2-light lath；3-plain bolt；Working plate in 4-；
51-the first side steel plate；52-the second side steel plate；6-groove；The outer working plate of 7-；8-framework girder steel；9-first
Fixed weight plate；10-framework diagonal brace；11-first lifts plate；12-the second fixed weight plate；13-counterweight steel plate；
14-fixes bolt；15-second lifts plate；16-rubber sheet gasket.
Detailed description of the invention
For further appreciating that content of the present utility model, in conjunction with the accompanying drawings and embodiments this utility model is retouched in detail
Stating, following example are used for illustrating this utility model, but are not limited to scope of the present utility model.
In conjunction with Fig. 1～Fig. 3, the present embodiment one light lath integral hoisting system includes light lath 2, steel framework
Frame and counter weight device.
Described light lath 2 is spliced by the autoclaved lightweight concrete board that 5 pieces of thickness is 150mm,
The autoclaved lightweight concrete board of both sides grinds the groove 6 of 20mm, every piece of steam pressure in the position of side steel plate
Lightweight aerated concrete plate monomer be equipped with installing hole 1 up and down.Described steel frame includes interior working plate 4 He
Outer working plate 7, interior working plate 4 two ends are respectively welded the first side steel plate 51, corresponding outer working plate
7 two ends are all welded with the second side steel plate 52, and on the first side steel plate 51 and the second side steel plate 52, correspondence is opened
If bolt hole, light lath 2 is close to inside outer working plate 7 install, and uses interior working plate 4 to fix light lath
After 2, connect the first side steel plate 51 and the second side steel plate 52 with plain bolt 3, if interior working plate 4 with
Between light lath 2, between outer working plate 7 and light lath 2 or the second side steel plate 52 and light lath
Having space, filled rubber pad 16 between 2, outer working plate 7 upper surface symmetry is welded with the first lifting plate 11,
First lifting plate 11 is provided with hole for hoist.
Described counter weight device includes that framework girder steel 8, framework diagonal brace the 10, first fixed weight plate 9, second are solid
Determine Weight plate 12 and counterweight steel plate 13, its middle frame girder steel 8, framework diagonal brace 10 and the first fixed weight plate 9
Directly welding with outer working plate 7 in factory, framework girder steel 8 uses the channel-section steel of Q235B, framework diagonal brace 10 to adopt
Q235B angle steel, the first fixed weight plate 9 is used to use Q235B bar steel plate, table on its middle frame girder steel 8
Face is provided with the second lifting plate 15, and the second lifting plate 15 is provided with hole for hoist, and the first fixed weight plate 9 is provided with
Bolt hole, also is provided with bolt hole on the second fixed weight plate 12 the most one to one, and counterweight steel plate 13 passes through
Calculate and select its quality, and be close to the first fixed weight plate 9 and install, then use the second fixed weight plate 12
Clamp, use fixing bolt 14 to fix.
The installation method of a kind of light lath integral hoisting system that the present embodiment relates to includes:
Step one: splice in die station and need light lath 2 to be mounted, and needing light lath to be mounted
Groove 6 deep for 20mm is offered in the left and right sides of 2, needs light lath 2 to be mounted to use autoclaved lightweight
Concrete slab (i.e. ALC plate).
Step 2: after needing light lath 2 to be mounted to be in place, by outer working plate 7 and interior working plate 4
It is respectively mounted and puts in place, and connect the first side steel plate 51 and the second side steel plate 52, gently by plain bolt 3
Matter batten 2 is connected with frock has the local of space to use sheet rubber 16 to fill, and makes light lath 2 and steel frame
Laminating puts in place, locks with plain bolt 3.
Step 3: draw counterweight steel plate 13 weight according to Lofting Calculation, matches suitable counterweight steel plate 13, will
Clip with the second fixed weight plate 12 after counterweight steel plate 13 is in place, and fix with fixing bolt 14.
Step 4: light lath 2 is lifted to specifying position together with steel frame and counter weight device, during lifting,
The hoist cable of hoisting machine ties up at the hole for hoist of the first lifting plate 11 and the second lifting plate 15, now the first lifting plate
Hoist cable on 11 applies active force, and the hoist cable on the second lifting plate 15 does not apply power.
Step 5: unclamp plain bolt 3, takes off interior working plate 4, is converted to the hoist cable on the second lifting plate 15
Applying active force, the hoist cable on the first lifting plate 11 does not apply power, hoisting steel framework and counter weight device.
Schematically being described this utility model and embodiment thereof above, this description does not has restricted,
Shown in accompanying drawing is also one of embodiment of the present utility model, and actual structure is not limited thereto.Institute
Enlightened by it with those of ordinary skill in the art, in the case of creating objective without departing from this utility model, no
Design the frame mode similar to this technical scheme and embodiment through creative, this utility model all should be belonged to
Protection domain.
Claims (8)
1. a light lath integral hoisting system, it is characterised in that: it include light lath, steel frame and
Counter weight device, described steel frame includes that interior working plate and outer working plate, interior working plate two ends weld the first side
Steel plate, outer working plate two ends are welded the second side steel plate, the first side steel plate and the second side steel plate and are used common
Bolt connects, and outer working plate upper surface symmetry is welded with the first lifting plate, and described light lath is arranged on interior frock
Between plate and outer working plate；Described counter weight device include framework girder steel, framework diagonal brace, the first fixed weight plate,
Second fixed weight plate and counterweight steel plate, framework girder steel and framework diagonal brace one end are welded with outer working plate, the other end
Welding with the first fixed weight plate, the first fixed weight plate and the second fixed weight plate are correspondingly provided with bolt hole, join
Weight steel plate uses fixing being bolted between the first fixed weight plate and the second fixed weight plate, the framework of end bay
Girder steel upper surface symmetry is welded with on the second lifting plate, the first lifting plate and the second lifting plate and is all provided with hole for hoist.
A kind of light lath integral hoisting system the most according to claim 1, it is characterised in that: described
Light lath include 4～6 pieces of batten monomers, batten monomer thickness is 100mm～250mm, the batten of both sides
The position of the corresponding second side steel plate of monomer is provided with the groove of 20mm, and the two ends up and down of batten monomer are all provided with installing
Hole.
A kind of light lath integral hoisting system the most according to claim 1 and 2, it is characterised in that:
Described batten monomer uses precast slab.
A kind of light lath integral hoisting system the most according to claim 1 and 2, it is characterised in that:
Described batten monomer uses autoclaved lightweight concrete board.
A kind of light lath integral hoisting system the most according to claim 1, it is characterised in that: described
The first side steel plate and the second side steel plate on be equipped with some bolts hole.
A kind of light lath integral hoisting system the most according to claim 1, it is characterised in that: described
Interior working plate, the first side steel plate and the second side steel plate all use bar steel plate, outer working plate uses channel-section steel.
A kind of light lath integral hoisting system the most according to claim 1, it is characterised in that: described
Framework girder steel, framework diagonal brace, the first fixed weight plate and the second fixed weight plate be respectively adopted bar steel plate or
The combination of one or more of channel-section steel or angle steel.
A kind of light lath integral hoisting system the most according to claim 1, it is characterised in that: described
Interior working plate, outer working plate, the contact surface of the second side steel plate and light lath be additionally provided with rubber sheet gasket.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620306646.7U CN205604737U (en) | 2016-04-13 | 2016-04-13 | Light slat integral hoisting system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620306646.7U CN205604737U (en) | 2016-04-13 | 2016-04-13 | Light slat integral hoisting system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205604737U true CN205604737U (en) | 2016-09-28 |
Family
ID=56972936
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620306646.7U Active CN205604737U (en) | 2016-04-13 | 2016-04-13 | Light slat integral hoisting system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205604737U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107130757A (en) * | 2017-06-19 | 2017-09-05 | 南京旭建新型建材股份有限公司 | Large autoclaved lightweight aerated concrete slab component |
| CN108978926A (en) * | 2017-05-31 | 2018-12-11 | 五冶集团上海有限公司 | A kind of installation method of Double-layer profiled steel sheet composite thermal-insulating wall inside profiled sheet |
| CN110700551A (en) * | 2019-11-11 | 2020-01-17 | 浙江宇之航科技工程有限公司 | Hoisting assembly applied to attached lifting scaffold |
-
2016
- 2016-04-13 CN CN201620306646.7U patent/CN205604737U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108978926A (en) * | 2017-05-31 | 2018-12-11 | 五冶集团上海有限公司 | A kind of installation method of Double-layer profiled steel sheet composite thermal-insulating wall inside profiled sheet |
| CN107130757A (en) * | 2017-06-19 | 2017-09-05 | 南京旭建新型建材股份有限公司 | Large autoclaved lightweight aerated concrete slab component |
| CN110700551A (en) * | 2019-11-11 | 2020-01-17 | 浙江宇之航科技工程有限公司 | Hoisting assembly applied to attached lifting scaffold |
| CN110700551B (en) * | 2019-11-11 | 2021-07-09 | 浙江宇之航科技工程有限公司 | Hoisting assembly applied to attached lifting scaffold |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 311419 Building No. 53, Yushan Village, Yushan Township, Fuyang City, Hangzhou City, Zhejiang Province Patentee after: Zhejiang Hangjiazetong Building Energy Saving New Materials Co.,Ltd. Address before: 311419 Building No. 53, Yushan Village, Yushan Township, Fuyang City, Hangzhou City, Zhejiang Province Patentee before: HANGZHOU ZETONG BUILDING ENERGY SAVING NEW MATERIAL CO.,LTD. |
|
| CP03 | Change of name, title or address |
Address after: 311419 building 4, No. 53, zhumufan, Yushan village, Yushan Township, Fuyang District, Hangzhou City, Zhejiang Province Patentee after: Zhejiang Jinyuhang Jialvjian Technology Co.,Ltd. Country or region after: China Address before: 311400 building 4, No. 53, Zhumu fan, Yushan village, Yushan Township, Fuyang City, Hangzhou City, Zhejiang Province Patentee before: Zhejiang Hangjiazetong Building Energy Saving New Materials Co.,Ltd. Country or region before: China |