CN109812027A - A kind of discharging platform and its installation method - Google Patents
A kind of discharging platform and its installation method Download PDFInfo
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- CN109812027A CN109812027A CN201910216509.2A CN201910216509A CN109812027A CN 109812027 A CN109812027 A CN 109812027A CN 201910216509 A CN201910216509 A CN 201910216509A CN 109812027 A CN109812027 A CN 109812027A
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- 238000007599 discharging Methods 0.000 title claims abstract description 88
- 238000009434 installation Methods 0.000 title claims abstract description 27
- 238000000034 method Methods 0.000 title claims abstract description 17
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 75
- 239000010959 steel Substances 0.000 claims abstract description 75
- 238000010276 construction Methods 0.000 claims abstract description 34
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 238000007789 sealing Methods 0.000 claims description 4
- 230000013011 mating Effects 0.000 claims description 2
- 239000000463 material Substances 0.000 abstract description 12
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 238000012407 engineering method Methods 0.000 description 12
- 230000008901 benefit Effects 0.000 description 10
- 239000004035 construction material Substances 0.000 description 5
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- 238000010586 diagram Methods 0.000 description 4
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- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000004458 analytical method Methods 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 238000011017 operating method Methods 0.000 description 2
- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 1
- 235000011613 Pinus brutia Nutrition 0.000 description 1
- 241000018646 Pinus brutia Species 0.000 description 1
- 125000000058 cyclopentadienyl group Chemical group C1(=CC=CC1)* 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- ZSWFCLXCOIISFI-UHFFFAOYSA-N endo-cyclopentadiene Natural products C1C=CC=C1 ZSWFCLXCOIISFI-UHFFFAOYSA-N 0.000 description 1
- 239000002421 finishing Substances 0.000 description 1
- 230000006870 function Effects 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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- 239000000725 suspension Substances 0.000 description 1
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Abstract
Present invention discloses a kind of discharging platforms, the platform includes two guide rails, several support shafts and bearing table, two guide rails respectively include channel steel, lower channel steel, junction steel plate, limit steel plate and bolt, several support shafts respectively include two single-track wheels and long axis, and bearing table is supported by several support shafts.Discharging platform structure of the invention is simple, and it is convenient to draw materials, low manufacture cost, and bearing table can be moved in building, shorten carrying distance, improves the efficiency of carrying, and safety coefficient is high.Present invention further teaches a kind of installation methods of discharging platform, include the following steps: to pre-set outrigger reserved opening, remove steel pipe at outrigger reserved opening, handling and installation discharging platform, the installation method unloads convenient for the handling of material with removing, construction safety has greatly been ensured while improving material week transfer efficient, and the smooth unification of discharge port position safety net, also it is conducive to the raising of site safety Image.
Description
Technical field
The embodiment of the present invention is related to a kind of discharging platform and its installation method.
Background technique
Discharging platform is that various provisional stations and crosshead are often set up in construction site, can be carried out various masonry finishings
It in general can be within certain duration for carrying material, and in the framework type for wherein carrying out various operations with the operations such as painting
Platform mainly has mobile, console mode and overhanging type a variety of, wherein overhanging type is the most frequently used.Current overhanging type discharging platform one
As be all the simple platform formed using steel pipe support and steel plate, after construction material is transported to platform, construction worker needs to exist
Construction material is carried on platform back and forth to interior, there are certain risks, and the amount of labour is big, time-consuming and laborious.
Moreover, construction speed is all first to install outrigger safety net at present, then installation discharging platform, discharging are flat as needed
Platform needs to dismantle safety net during the installation process, then again installs discharging platform to building plate face, discharging platform inlet and outlet
There is cross bar blocking, feeding, discharging are inconvenient, and leave great security risk in the dismounting of safety net and feeding, discharge process.
Summary of the invention
Simple it is an object of the invention in view of the above-mentioned drawbacks in the prior art, provide a kind of structure, unloading is convenient
Discharging platform.
For achieving the above object, present invention employs following technical solutions: a kind of discharging platform, including two are led
Rail, several support shafts and bearing table;Two guide rails include upper channel steel, lower channel steel, junction steel plate, limit steel plate and
Bolt, upper channel steel and lower channel steel are parallel to each other, and it is opposite to be open, and junction steel plate is fixedly connected on the side of channel steel and lower channel steel
Face, limit Interal fixation are connected to wherein one end of channel steel and lower channel steel, and bolt is detachably connected to channel steel and lower slot
The other end of steel;Several support shafts include two single-track wheels and the length that is connected between two single-track wheels
Axis;Bearing table includes bottom plate, and is fixedly installed on the Fence structure at bottom plate edge, and bottom plate is fixedly connected with long axis.
In addition, the present invention also provides following attached technical schemes:
Discharging platform further includes the affixed component that several are used to fix two guide rails, which wraps respectively
Include the U-bolt for being embedded in building floor, and the fixed plate being mutually detachably connected with U-bolt and several wood
Chock.
Discharging platform further includes at least one traction component, at least one traction component include connection buckle, connecting rope and
Hand draw ring, connection buckle are fixedly connected with bottom plate, and connecting rope is connected between connection buckle and hand draw ring.
The outside of two guide rails is fixedly installed at least two hoisting rings and at least two wire rope inclined pull rings respectively.
The lower section of two guide rails is fixedly installed retaining baffle respectively.
Bottom plate is in frame structure, including two girders, two crossbeams and steel plate, two girders are parallel to each other with guide rail,
And be respectively fixedly connected at the both ends of several support shafts, two crossbeams are connected to the both ends of two girders, steel plate with
Two girders and two crossbeams are mutually permanently connected.
Fence structure is that three side sealing closes fence, including two sides side fence and one side outside fence, the two sides side enclose
The downside on column is fixedly connected with two girders respectively, and the downside of the outside fence and crossbeam mating, two sides are distinguished
It is coupled with the two sides side fence.
The downside of outside fence is flexibly connected by hinge with the crossbeam, and the two sides of the outside fence pass through slotting respectively
Pin is mutually detachably connected with the two sides side fence, and the two sides of the outside fence and the two sides side fence it
Between connection chain is also respectively connected.
Compared with the prior art, the advantage of discharging platform of the invention is: the discharging platform includes two guide rails, several
Root support shaft and bearing table, two guide rails respectively include channel steel, lower channel steel, junction steel plate, limit steel plate and bolt, if
Dry root support shaft respectively includes two single-track wheels and long axis, and bearing table is supported by several support shafts.Of the invention unloads
Expect that platform structure is simple, and it is convenient to draw materials, low manufacture cost;Two guide rails were both played a supporting role, and guiding role is also functioned to,
After construction material is lifted into bearing table, bearing table is moved in building by the rotation of several support shafts, can be significantly
Shorten and carry distance, be greatly improved the efficiency of carrying, and handling work is carried out in building, safety coefficient is high.
The present invention also provides a kind of installation methods for being easily installed discharging platform comprising following steps,
Step 1 pre-sets outrigger reserved opening: 1) being reserved at outrigger according to the width dimensions of construction site discharging platform
Discharging platform installation site reserved opening, the size of reserved opening are equal to discharging platform width dimensions and add 200 millimeters;2) at reserved opening
Cross bar position is arranged using short steel pipes overlap joint, and the oblique reinforcing of steel pipe is used between interior outer vertical rod;When spacing mistake between outlet upright bar
Hour, outer vertical rod position is arranged among discharging platform tail portion;3) safety net at reserved opening is separately provided;
Step 2 removes steel pipe at outrigger reserved opening: 1) drawing warning rope around good and hung caution slogan;
2) safety net at outrigger reserved opening is removed;3) the overlap joint cross bar at outrigger reserved opening is removed;
Step 3, handling and installation discharging platform: 1) integrity degree of discharging platform is checked;2) flat using tower crane handling discharging
Platform;3) after being hoisted to installation site, two guide rails of discharging platform are protruded into the built-in fitting of floor, and are laterally locked with fixed plate
Extremely, then with timber wedge wedge labor;4) fixed even wall wirerope and spare wirerope.
Detailed description of the invention
In order to illustrate the technical solution of the embodiments of the present invention more clearly, below will be in embodiment or description of Related Art
Required attached drawing is briefly described, it should be apparent that, the accompanying drawings in the following description merely relates to of the invention some
Embodiment, not limitation of the present invention.
Fig. 1 is the structural schematic diagram of the discharging platform of present pre-ferred embodiments.
Fig. 2 is the overlooking structure diagram of the discharging platform of present pre-ferred embodiments.
Fig. 3 is the side structure schematic view of the discharging platform of present pre-ferred embodiments.
Fig. 4 is the structural schematic diagram of the affixed component of the discharging platform of present pre-ferred embodiments.
Fig. 5 is the use schematic diagram of the discharging platform of present pre-ferred embodiments.
Fig. 6 is the installation and removal flow chart of the discharging platform of present pre-ferred embodiments.
Specific embodiment
To better understand the objects, features and advantages of the present invention, with reference to the accompanying drawing and specific real
It applies mode and further unrestricted detailed description is made to technical solution of the present invention.
See Fig. 1 to Fig. 5.Discharging platform includes two guide rails, three support shafts, bearing table, several affixed components and traction
Component.Wherein, two guide rails are the major support members of entire platform;Three support shafts are used to support bearing table and drive and hold
Object platform is mobile;Bearing table is for accommodating construction material;Affixed component is used to two guide rails being fixedly connected on building floor;
Traction component is for pulling bearing table.
The structure of two guide rails is identical, and every guide rail all includes upper channel steel 10, lower channel steel 11, junction steel plate 12, limit steel
Plate 13 and bolt 14.Upper channel steel 10 is identical with the structure of lower channel steel 11, is parallel to each other, and arranges up and down, and it is opposite to be open.Even
The side that steel plate 12 is fixedly connected on channel steel 10 and lower channel steel 11 is connect, for fixing two channel steels.It is fixed to limit steel plate 13
It is connected to wherein one end of channel steel 10 and lower channel steel 11, and connects two guide rails, limit steel plate 13 is for preventing support shaft
Deviate from guide rail, while being also used for improving the stability of guide rail.Bolt 14 is detachably connected to channel steel 10 and lower channel steel 11
The other end, specifically opens up through-hole on upper channel steel 10 and lower channel steel 11, and bolt 14 is inserted into through-hole, is mainly used for preventing from propping up
It supports axis and deviates from guide rail.The structure of two guide rails is simple, and material source is wide, easy to make, and has enough rigidity, can
Play the role of railway effect, can also play integrated support.
The outside (i.e. the outside of junction steel plate 12) of two guide rails is fixedly installed respectively there are two hoisting ring 15 and two steel
Cord oblique pull ring 16, hoisting ring 15 therein are main during installation for slinging whole equipment, wire rope inclined pull ring 16 for loop wheel machine
For cooperating traction to tense whole equipment with wirerope 101.The lower section of two guide rails is fixedly installed retaining baffle 17 respectively, uses
In preventing the tractive force due to wirerope from causing equipment string into building.
The structure of three support shafts is identical, and every support shaft all includes two single-track wheels 20 and a root long axis 21.It is long
The both ends of axis 21 connect two single-track wheels 20, and two single-track wheels 20 are movably installed at respectively in two guide rails,
It can be along two guide rail moving in rotations.The quantity of support shaft without limitation, can suitably be increased according to practical application scene or
It reduces, belongs to the technological means that those skilled in the art can grasp.
Bearing table includes bottom plate and Fence structure.Bottom plate be in frame structure, including two girders, 30, two crossbeams 31, with
And steel plate 32.Two girders 30 are parallel to each other with two guide rails, and are respectively fixedly connected at the both ends of long axis 21;Two crossbeams
31 are connected to the both ends of two girders 30, are mutually perpendicular to girder 30;Steel plate 32 and two girders 30 and two crossbeams 31
It is mutually permanently connected.Fence structure is that three side sealing closes fence, the frame structure being made of steel bar and iron sheet.The three side sealing, which closes, to be enclosed
Column includes two sides side fence 33 and one side outside fence 34;The downside of two sides side fence 33 is fixed with two girders 30 respectively
Connection;The downside of outside fence 34 is flexibly connected by hinge (not shown) with crossbeam 31, and the two sides of outside fence 34 lead to respectively
It crosses bolt (not shown) to be mutually detachably connected with two sides side fence 33, while also connecting respectively between two sides side fence 33
It is connected to connection chain 35.Outside fence 34 can be opened outward.
Affixed component respectively includes the U-bolt 40 for being embedded in building floor 100, and mutually may be used with U-bolt 40
The fixed plate 41 of dismantling connection and several wooden wedges 42.When installation, two guide rails are respectively put into the opening of U-bolt 40
It is interior, fixed plate 41 is then loaded on U-bolt 40, is fixedly connected with fixed plate 41 with U-bolt 40 by nut 43, timber wedge
Son 42 is inserted in gap, prevents guide rail from shaking.
For pulling bearing table, each traction component includes connection buckle 50, connecting rope 51 and pulls two traction components
Ring 52, connection buckle 50 are fixedly connected with the crossbeam 31 of bottom plate, and connecting rope 51 is connected between connection buckle 50 and hand draw ring 52, is pulled
Ring 52 is used to use for staff.
In conclusion discharging platform structure of the invention is simple, and it is convenient to draw materials, low manufacture cost;Two guide rails were both
It plays a supporting role, also functions to guiding role, after construction material is lifted into bearing table, bearing table passes through several support shafts
Rotate and be moved in building, be substantially shorter carrying distance, be greatly improved the efficiency of carrying, and handling work be
It is carried out in building, safety coefficient is high.
See that Fig. 6, the present embodiment also provide a kind of installation method for being easily installed discharging platform, operating procedure is as follows.
Step 1 pre-sets outrigger reserved opening:
1) discharging platform installation site reserved opening is reserved at outrigger according to the width dimensions of construction site discharging platform, in advance
Stay a mouthful size=discharging platform width dimensions+200mm;
2) the cross bar position that reserved opening goes out is arranged using short steel pipes overlap joint, and the oblique reinforcing of steel pipe is used between interior outer vertical rod;
When spacing is too small between outlet upright bar, outer vertical rod position is arranged among discharging platform tail portion;And outrigger steel at reserved opening
The setting of pipe must assure that and not contact with mounted discharging platform;
3) safety net at reserved opening is separately provided, convenient for removing when discharging platform installation;
Step 2 removes steel pipe at outrigger reserved opening:
1) it draws warning rope around good and has hung caution slogan;
2) safety net at outrigger reserved opening is removed;
3) the overlap joint cross bar at outrigger reserved opening is removed;
Step 3, handling and installation discharging platform:
1) it checks discharging platform integrity degree, installation component is had to check for before tower crane handling discharging platform, such as weld seam, wirerope
Equivalent damage must repair or replace in time;
2) when tower crane handling discharging platform, it is necessary to while at least four suspension centres being installed, by the hoisting wirerope card of tower crane
Ring and the hoisting ring of platform surrounding connect, and slowly lifting tightens wirerope to be in carrying stress;
3) after being hoisted to installation site, two guide rails of discharging platform are protruded into the U-bolt for being embedded in building floor
It is interior, it is laterally locked with fixed plate, and wooden wedge wedge labor is used, guarantee entire discharging platform not to wall outer side sliding;
4) the fixed even wall wirerope between wire rope inclined pull ring and wall, then checks each position state, after normal, pine
Hoisting wirerope is put to even wall wirerope carrying stress, stops unclasping, fastening connects the rope card of wall again, and the spare wirerope of impaling is simultaneously
It fastens, loosens hoisting wirerope, unclamp snap ring and remove.
The operating procedure of the method for dismounting of discharging platform is as follows.
Step 1 cleans out material on discharging platform.
Step 2, tower crane rope lock discharging platform hoisting ring, unload discharging platform oblique pull steel wire in gib headed bolt source
After upper snap ring of restricting, oblique pull wirerope puts discharging platform into, unclamps discharging platform side bar, while hand fit's tower crane is slowly discharging
Platform side bar removes, last handling discharging platform to designated position.
The engineering method method of the installation and removal of discharging platform of the invention has the characteristics that following:
First, safety net is without change: reserving discharging platform installation site at outrigger in advance, outrigger safety net is without changing
Dynamic or destruction.
Second, service efficiency is promoted: the influence feeding of no outrigger cross bar, discharge rate are accelerated.
Third, highly-safe: without the blocking of outrigger cross bar, when handling material, nearby personnel can be preferably for discharging platform
The material in handling is avoided, outrigger can also preferably avoid the shock of discharging platform and ensure the safety of frame body.
4th, be conducive to safety construction: since safety net is without change or destruction, outrigger safety net is whole smooth tight
Real, perception is substantially improved.
It is installed in conclusion this engineering method reserves additional mouth position for discharging platform, it is easy to operate, it is highly-safe, and
Discharging platform installs and uses the speed that this technique increases feeding, discharging, is conducive to shorten the construction period, improves construction quality, has
Preferable promotional value and application prospect, are mainly reflected in its with good economic efficiency, social benefit, environmental benefit and section
About benefit.
Economic benefit is as follows:
By taking brocade of Zhang nationality Balkh project as an example, the engineering outrigger and discharging platform construction work are constructed using this engineering method, are integrally applied
The work duration shifts to an earlier date 10d completion, ensure that engineering construction progress, quality, safety, eliminates safe hidden trouble.Calculated, add up save at
This about 4.2 ten thousand yuan.It is detailed in following table 1 analysis
1 Economic and Efficiency Analysis table of table
Social benefit is as follows:
First, worker can be needed to arrange after successfully solving discharging platform installation in order to avoid safety net is changed using this engineering method
The problem of carrying out outrigger repairing, accelerates construction progress, obtains good benefit.
Second, this engineering method has filled up discharging platform and outrigger intersection cross bar eliminates the blank of construction field, to engineering
Construction has certain directive significance.
Third, this engineering method set up well-deserved reputation in the expansion of construction field for enterprise.
4th, this engineering method is to the embodiment of green construction and optimization innovation construction technology, this promotes and applies it from now on
In be of great significance and be worth.
Environmental benefit: this engineering method outrigger safety net reduces the consumption to safety net, while also saving society without breakage
It can the energy.
Save benefit: material involved in this engineering method implementation process can all recycle, no obvious loss material.
Application examples 1: positive cyclopentadienyl pushes up elegant bay project first stage of the project A#, B# building engineering.
Project profile: this engineering is located at tourist resources, general hill path, Gangkou District, 2 layers of underground, 31 layers of ground, building sides
23614.42 ㎡ of product, the design life of structure are 50 years.
Condition of construction: it has been completed.
Implementation result: overhanging outrigger and discharging platform wire-rope sling use implicit form reinforcing bar pull ring construction, are applying
Critical construction technology and process are controlled in work using this engineering method, construction effect is good, realize free removal, exempt from cutting,
It plasters one-time formed purpose.
Application examples 2: magnificent industry automobile city project.
Project profile: magnificent industry automobile city engineering project.Using frame-shear-wall structure, wherein 3 layers of ground, construction area are
23614.42m2。
Condition of construction: main body has bound, 1~3 layer of progress masonry construction.
Implementation result: discharging platform wire-rope sling uses implicit form reinforcing bar pull ring construction, using this in construction
Engineering method controls critical construction technology and process, and construction effect is good, realize free removal, exempt from cutting, plastering once at
The purpose of type.
Application examples 3: brocade of Zhang nationality mansion project.
Project profile: this engineering is located at Nanning City, engineering overall floorage 118195.01m2, wherein hypogee area
55657.90m2, 1 layer of basement, 47090.04 ㎡ of superstructure area, aerial part has the building 1#~3#, is building ground 23
Layer, 3 layers of annex, building general height 72.3m.Main structure type is frame-shear structure, is gone into operation on September 6th, 2016.
Condition of construction: 3# building-owner's body has bound, 1~7 layer of progress masonry construction.
Implementation result: overhanging outrigger and discharging platform wire-rope sling use implicit form reinforcing bar pull ring construction, are applying
Critical construction technology and process are controlled in work using this engineering method, construction effect is good, realize free removal, exempt from cutting,
It plasters one-time formed purpose.
It is pointed out that the technical concepts and features of above-mentioned preferred embodiment only to illustrate the invention, its object is to
Those skilled in the art can understand the contents of the present invention and implements accordingly, and protection of the invention can not be limited with this
Range.Any equivalent change or modification in accordance with the spirit of the invention should be covered by the protection scope of the present invention.
Claims (9)
1. a kind of discharging platform, it is characterised in that: including two guide rails, several support shafts and bearing table;
Two guide rails include upper channel steel, lower channel steel, junction steel plate, limit steel plate and bolt, upper channel steel and lower channel steel
It is parallel to each other, and it is opposite to be open, junction steel plate is fixedly connected on the side of channel steel and lower channel steel, limit Interal fixation connection
In wherein one end of upper channel steel and lower channel steel, bolt is detachably connected to the other end of channel steel and lower channel steel;
Several support shafts include two single-track wheels and the long axis that is connected between two single-track wheels;
The bearing table includes bottom plate, and is fixedly installed on the Fence structure at bottom plate edge, and bottom plate is fixedly connected with long axis.
2. discharging platform according to claim 1, it is characterised in that: further include several for fixing consolidating for two guide rails
Connected components, which respectively includes the U-bolt for being embedded in building floor, and mutually may be used with U-bolt
The fixed plate of dismantling connection and several wooden wedges.
3. discharging platform according to claim 1, it is characterised in that: further include at least one traction component, this at least one
A traction component includes connection buckle, connecting rope and hand draw ring, and connection buckle is fixedly connected with bottom plate, connecting rope be connected to connection buckle and
Between hand draw ring.
4. discharging platform according to claim 1, it is characterised in that: the outside of two guide rails is fixedly installed respectively
At least two hoisting rings and at least two wire rope inclined pull rings.
5. discharging platform according to claim 1, it is characterised in that: the lower section of two guide rails is fixedly installed respectively
Retaining baffle.
6. discharging platform according to claim 1, it is characterised in that: the bottom plate be in frame structure, including two girders,
Two crossbeams and steel plate, two girders are parallel to each other with guide rail, and are respectively fixedly connected with the two of several support shafts
End, two crossbeams are connected to the both ends of two girders, and steel plate is mutually permanently connected with two girders and two crossbeams.
7. discharging platform according to claim 6, it is characterised in that: the Fence structure closes fence for three side sealing, including
Two sides side fence and one side outside fence, the downside of the two sides side fence are fixedly connected with two girders respectively,
The downside of the outside fence and crossbeam mating, two sides are coupled with the two sides side fence respectively.
8. discharging platform according to claim 7, it is characterised in that: the downside of the outside fence by hinge with it is described
Crossbeam is flexibly connected, and the two sides of the outside fence pass through bolt respectively and are mutually detachably connected with the two sides side fence,
And connection chain is also respectively connected between the two sides of the outside fence and the two sides side fence.
9. a kind of installation method of such as described in any item discharging platforms of claim 1-8, it is characterised in that include the following steps,
Step 1 pre-sets outrigger reserved opening:
1) discharging platform installation site reserved opening, reserved opening are reserved at outrigger according to the width dimensions of construction site discharging platform
Size be equal to discharging platform width dimensions add 200 millimeters;
2) the cross bar position at reserved opening is arranged using short steel pipes overlap joint, and the oblique reinforcing of steel pipe is used between interior outer vertical rod;When outer
When spacing is too small between row's upright bar, outer vertical rod position is arranged among discharging platform tail portion;
3) safety net at reserved opening is separately provided;
Step 2 removes steel pipe at outrigger reserved opening:
1) it draws warning rope around good and has hung caution slogan;
2) safety net at outrigger reserved opening is removed;
3) the overlap joint cross bar at outrigger reserved opening is removed;
Step 3, handling and installation discharging platform:
1) integrity degree of discharging platform is checked;
2) tower crane handling discharging platform is used;
3) after being hoisted to installation site, two guide rails of discharging platform are protruded into the built-in fitting of floor, and lateral with fixed plate
It is locked, then with timber wedge wedge labor;
4) fixed even wall wirerope and spare wirerope.
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110965790A (en) * | 2019-12-03 | 2020-04-07 | 山东国建工程集团有限公司 | Building engineering assembled support |
CN111622514A (en) * | 2020-06-09 | 2020-09-04 | 马鞍山市安顺劳务有限公司 | Working method of unloading platform for building construction |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ES2339624A1 (en) * | 2007-08-17 | 2010-05-21 | Vicente Llatas Santana | Protection device in height discharge platforms (Machine-translation by Google Translate, not legally binding) |
CN202731304U (en) * | 2012-09-05 | 2013-02-13 | 常州市武进建设工程有限公司 | Elevation type steel cantilever discharging platform |
CN204081430U (en) * | 2014-08-29 | 2015-01-07 | 天津二十冶建设有限公司 | A kind of overhanging type discharging platform works in coordination with scaffold unitary construction |
CN204282823U (en) * | 2014-11-21 | 2015-04-22 | 泰宏建设发展有限公司 | Detachable discharging platform |
CN205955237U (en) * | 2016-08-30 | 2017-02-15 | 浙江国泰建设集团有限公司 | Plug -type platform of unloading of encorbelmenting |
CN209817458U (en) * | 2019-03-21 | 2019-12-20 | 广西建工集团建筑工程总承包有限公司 | Platform of unloading |
-
2019
- 2019-03-21 CN CN201910216509.2A patent/CN109812027A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ES2339624A1 (en) * | 2007-08-17 | 2010-05-21 | Vicente Llatas Santana | Protection device in height discharge platforms (Machine-translation by Google Translate, not legally binding) |
CN202731304U (en) * | 2012-09-05 | 2013-02-13 | 常州市武进建设工程有限公司 | Elevation type steel cantilever discharging platform |
CN204081430U (en) * | 2014-08-29 | 2015-01-07 | 天津二十冶建设有限公司 | A kind of overhanging type discharging platform works in coordination with scaffold unitary construction |
CN204282823U (en) * | 2014-11-21 | 2015-04-22 | 泰宏建设发展有限公司 | Detachable discharging platform |
CN205955237U (en) * | 2016-08-30 | 2017-02-15 | 浙江国泰建设集团有限公司 | Plug -type platform of unloading of encorbelmenting |
CN209817458U (en) * | 2019-03-21 | 2019-12-20 | 广西建工集团建筑工程总承包有限公司 | Platform of unloading |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
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CN110965790A (en) * | 2019-12-03 | 2020-04-07 | 山东国建工程集团有限公司 | Building engineering assembled support |
CN111622514A (en) * | 2020-06-09 | 2020-09-04 | 马鞍山市安顺劳务有限公司 | Working method of unloading platform for building construction |
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Application publication date: 20190528 |