CN209308379U - A kind of driven hanging basket balance weight mechanism - Google Patents
A kind of driven hanging basket balance weight mechanism Download PDFInfo
- Publication number
- CN209308379U CN209308379U CN201822217041.2U CN201822217041U CN209308379U CN 209308379 U CN209308379 U CN 209308379U CN 201822217041 U CN201822217041 U CN 201822217041U CN 209308379 U CN209308379 U CN 209308379U
- Authority
- CN
- China
- Prior art keywords
- hanging basket
- pvc pipe
- pvc
- balance weight
- driven hanging
- Prior art date
- 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.)
- Active
Links
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a kind of driven hanging basket balance weight mechanisms, including hollow sleeve and wirerope, described sleeve pipe part is embedded in roofing concrete layer, its both ends is stretched out outside concrete layer to surface layer respectively, and the steel wire penetrating casing is simultaneously fixed on the counterweight that driven hanging basket is constituted on the outrigger of driven hanging basket.The wirerope of balance weight mechanism is not in loss in the utility model, because its be by service sleeve stress in concrete layer, high safety and reliability, and due to using PVC casing, it is low in cost, compared with embedded bar, PVC casing will not corrode, and will not expand and damage to floor, be not in waterproof problem, compared with reinforcing bar, cost is cheaper.The utility model is compared with conventional concrete counterweight, the advantage low with more labor intensity, transportation cost is low, safety is more secure.
Description
Technical field
The utility model belongs to construction equipment technical field more particularly to a kind of driven hanging basket balance weight mechanism.
Background technique
The complete entitled electronic aerial work basket of driven hanging basket, is mainly used for the external wall construction of high-rise, generally
Driven hanging basket be made of suspension mechanism, suspension platform, elevator, safety lock, wirerope and electric box and electric control system,
And suspension mechanism is to be set up at the top-supported of building work surface, and the steel construction for hanging suspension platform is held by wirerope
Frame, general suspension mechanism include front-axle beam, fore-stock, outrigger, rear support and counterweight, and counterweight is fixed on rear support, rear support
It is fixed with outrigger, the other end and the front-axle beam and fore-stock of outrigger are fixed, and the effect of counterweight is that rear support is pressed on building
Work surface, there are two types of modes for existing counterweight, and a kind of to use plain concrete block, the centre of plain concrete block is provided with perforation, utilize
Muti-piece plain concrete block is overlayed rear support by the mode that the reinforcing bar being vertically arranged on rear support passes through muti-piece plain concrete block
On, but the mode of this kind of counterweight has the disadvantage in that
1, since concrete is generally plain concrete, the actual strength of concrete is low, during being used in turn, concrete
Often there is losing fangle, it is actual to weigh less than factory design value, reduce security reliability.
2, for the recycling rate of waterused of concrete weight coating generally at 3 times or so, recycling rate of waterused is low, amortizes at high cost.
3, monolithic concrete weight coating is that the reinforcing bar welded on rear support or steel pipe overlay on rear support, to counterweight
It is unable to operative constraint.In use, disconnected since tower crane hits, shaking, steel pipe or reinforcement welding in hanging basket use get rusty
The reasons such as split, it is possible to counterweight be caused to topple over and serious accident occurs.
4, the mounting height (support mounting surface away from choose depth of beam) of hanging basket is usually no more than 1.6 meters, is more than this height, adopts
It can not have been installed with concrete weight coating, there is certain limitation.
5, the counterweight of every hanging basket is 1000 kg, and the quantity of common building building residential building installation is generally at 35 or so, light
Counterweight just has 35 tons, large labor intensity, and labor cost is high, especially without vertical transport equipment when cost it is higher.
Another way is using embedded bar steel wire rope weight, and this mode refers in roof structure concrete construction
When, a pre-buried diameter is the round steel of 16mm at 10cm on rear side of the hanging basket rear support position.Embedded bar height considers that roofing is looked for
Leveling, insulating layer, waterproof layer, surface layer thickness, away from surface layer height be 5cm.After hanging basket outrigger installs, with rope card and wirerope
Outrigger is fixed on embedded bar.
But there is also following disadvantages for this kind of mode:
1, round steel higher cost cannot reuse, and there is waste.
2, it after later period round steel corrodes, can expand to damage floor, it is made to generate crack, water-proofing treatment is tired
Difficulty be easy to cause leak.
Utility model content
In view of the above shortcomings of the prior art, the technical problem to be solved by the utility model is to how to provide a kind of electricity
Dynamic hanging basket balance weight mechanism, solves the problems, such as brought by above two counterweight mode, has high safety and reliability, low in cost, no
It will appear the advantage of water-proofing treatment difficulty.
In order to solve the above-mentioned technical problem, the utility model uses the following technical solution:
A kind of driven hanging basket balance weight mechanism, including hollow sleeve and wirerope, described sleeve pipe part are embedded in roofing coagulation
In soil layer, both ends are stretched out outside concrete layer to surface layer respectively, and the steel wire penetrating casing is simultaneously fixed on choosing for driven hanging basket
The counterweight of driven hanging basket is constituted on beam.
As optimization, described sleeve pipe is U-shaped casing, and bottom end is embedded in roofing concrete layer.
As optimization, described sleeve pipe is pvc pipe, including two root long pvc pipes, a short pvc pipe and two 90 ° of pvc pipes are curved
Head, one end of two root long PVC pipes pass through 90 ° of pvc pipe elbows respectively and are connect with the both ends of short pvc pipe to form U-shaped set
Pipe.
As optimization, pass through PVC between long pvc pipe and 90 ° of pvc pipe elbows and short pvc pipe and 90 ° of pvc pipe elbows
Glue special gluing is fixed together.
As optimization, the length of the long pvc pipe is 500mm, and the length of short pvc pipe is 80mm, long pvc pipe, short pvc pipe
And the outer diameter of 90 ° of pvc pipe elbows is 20mm.
As optimization, short pvc pipe and 90 ° of pvc pipe elbows are all embedded into roofing concrete layer, and long pvc pipe is close to short
One end part of pvc pipe is embedded into roofing concrete layer.
As optimization, the part being embedded into roofing concrete layer in the short pvc pipe and long pvc pipe passes through tied silk respectively
With roof boarding lower layer reinforcing bar and roof boarding top bars binding and fixing.
It is another with wirerope after one end of the wirerope passes through the outrigger fixation of casing and driven hanging basket as optimization
One end is fixed by steel wire rope card.
The utility model has the following beneficial effects:
The utility model in roofing casting concrete layer by being embedded to hollow casing in advance, then with steel wire penetrating set
The outrigger of Guan Bingyu driven hanging basket is fixedly connected, and after the completion of after the later period, concrete layer is poured, steel wire rope section is located at concrete layer
Interior, it is fixedly connected with outrigger, and outrigger and rear support are tightly secured on roofing, be equivalent to traditional plain concrete block and
Round steel, while it being different from traditional plain concrete block, the wirerope of the utility model is not in loss, because it is by pre-buried
For sleeve stress in concrete layer, tensile strength is big, high safety and reliability, and due to using PVC casing, low in cost, with
Embedded bar is compared, and casing will not corrode, and will not be expanded and be damaged to floor, when the later period is not re-used as counterweight, will be stretched
The casing of surface layer removes out, inserts mortar in casing or concrete is sealed, be not in waterproof problem, with reinforcing bar
It compares, cost is cheaper.The utility model compared with conventional concrete counterweight, with more labor intensity is low, transportation cost is low,
The more secure advantage of safety.By the balance weight mechanism construction method of the utility model, balance weight mechanism has high safety and reliability,
The advantages of save the cost.
Detailed description of the invention
Fig. 1 is structural schematic diagram when the utility model embodiment does not reeve；
Fig. 2 is the structural schematic diagram of the utility model embodiment.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawing.
When specific implementation: referring to Fig. 1 to Fig. 2, a kind of driven hanging basket balance weight mechanism, including hollow sleeve 1 and wirerope 2,
1 part of described sleeve pipe is embedded in roofing concrete layer 3, and both ends are stretched out respectively outside concrete layer 3 to surface layer 10, the steel wire
Rope 2 passes through casing 1 and is fixed on the counterweight for constituting driven hanging basket on the outrigger 11 of driven hanging basket.The both ends of general casing are stretched out
50mm outside to surface layer, reeves convenient for the later period.
As optimization, described sleeve pipe 1 is U-shaped casing, and bottom end is embedded in roofing concrete layer 3.It is not limited to U in practice
Shape can also be V-arrangement, W-shaped etc..
As optimization, described sleeve pipe 1 is pvc pipe, including two root long pvc pipes, 4, one short pvc pipe 5 and two 90 ° of pvc pipes
Elbow 6, one end of two root long PVC pipes 4 pass through 90 ° of pvc pipe elbows 6 respectively and connect with the both ends of short pvc pipe 5 to form U
Shape casing 1.Casing 1 use pvc pipe, can save the cost, and have preferable tension and compression strength, corrosion resistance is strong, set
Pipe carries out being assembled into a U-shaped casing using long pvc pipe, short pvc pipe and 90 ° of pvc pipe elbows, at low cost, it is not necessary to custom-made U
Shape casing.
As optimization, pass through between long pvc pipe 4 and 90 ° pvc pipe elbow 6 and short pvc pipe 5 and 90 ° pvc pipe elbow 6
PVC glue special gluing is fixed together.PVC glue special is the novel all-transparent solution glue of one-component, aims at and releases what hardly possible was glued
Transparent or white PVC plastic material products and the dedicated all-transparent researched and developedPVC plasticGlue product, can be used plastics and plastics,
Plastics and metal, plastics with it is nonmetallic mutually viscous or intersects Nian Jie problem, with ambient temperature curable, easy to operate, adhesive strength is high,
Quick positioning, many merits such as high resiliency, glue film is soft, solidfied material is nontoxic, have it is excellent it is water-fast, heat-resisting, acidproof, alkaline-resisting,
Corrosion resistance, oil resistant and without good characteristics such as albefactions.
As optimization, the length of the long pvc pipe 4 is 500mm, and the length of short pvc pipe 5 is 80mm, long pvc pipe 4, short
The outer diameter of pvc pipe 5 and 90 ° of pvc pipe elbows 6 is 20mm.
As optimization, short pvc pipe 5 and 90 ° pvc pipe elbow 6 is all embedded into roofing concrete layer 3, and long pvc pipe 4 leans on
One end part of nearly short pvc pipe 5 is embedded into roofing concrete layer 3.It is pre-buried in this way to have when ensure that steel wire penetrating casing
Enough intensity.
As optimization, the part being embedded into roofing concrete layer 3 in the short pvc pipe 5 and long pvc pipe 4 passes through respectively
Tied silk and 8 binding and fixing of roof boarding lower layer reinforcing bar 7 and roof boarding top bars.
As optimization, after one end of the wirerope 2 passes through the fixation of outrigger 5 of casing 1 and driven hanging basket, with wirerope 2
The other end to pass through steel wire rope card 9 fixed.
The utility model in roofing casting concrete layer by being embedded to hollow casing in advance, then with steel wire penetrating set
The outrigger of Guan Bingyu driven hanging basket is fixedly connected, and after the completion of after the later period, concrete layer is poured, steel wire rope section is located at concrete layer
Interior, it is fixedly connected with outrigger, and outrigger and rear support are tightly secured on roofing, be equivalent to traditional plain concrete block and
Round steel, while it being different from traditional plain concrete block, the wirerope of balance weight mechanism is not in loss in the utility model, because of it
It is the high safety and reliability through service sleeve stress in concrete layer, and due to using PVC casing, it is low in cost, and it is pre-
It buries reinforcing bar to compare, PVC casing will not corrode, and will not expand and damage floor, be not in waterproof problem, with reinforcing bar
It compares, cost is cheaper.The utility model compared with conventional concrete counterweight, with more labor intensity is low, transportation cost is low,
The more secure advantage of safety.By the balance weight mechanism construction method of the utility model, balance weight mechanism has high safety and reliability,
The advantages of save the cost.
Claims (8)
1. a kind of driven hanging basket balance weight mechanism, it is characterised in that: including hollow sleeve and wirerope, described sleeve pipe part is embedded in
In roofing concrete layer, both ends are stretched out outside concrete layer to surface layer respectively, and the steel wire penetrating casing is simultaneously fixed on electronic
The counterweight of driven hanging basket is constituted on the outrigger of hanging basket.
2. a kind of driven hanging basket balance weight mechanism according to claim 1, it is characterised in that: described sleeve pipe is U-shaped casing,
Bottom end is embedded in roofing concrete layer.
3. a kind of driven hanging basket balance weight mechanism according to claim 2, it is characterised in that: described sleeve pipe is pvc pipe, including
Two root long pvc pipes, a short pvc pipe and two 90 ° of pvc pipe elbows, one end of two root long PVC pipes pass through one 90 ° respectively
Pvc pipe elbow is connect to form U-shaped casing with the both ends of short pvc pipe.
4. a kind of driven hanging basket balance weight mechanism according to claim 3, it is characterised in that: long pvc pipe and 90 ° of pvc pipes are curved
It is fixed together by PVC glue special gluing between head and short pvc pipe and 90 ° of pvc pipe elbows.
5. a kind of driven hanging basket balance weight mechanism according to claim 3, it is characterised in that: long pvc pipe and 90 ° of pvc pipes are curved
It is fixed together by PVC glue special gluing between head and short pvc pipe and 90 ° of pvc pipe elbows.
6. a kind of driven hanging basket balance weight mechanism according to claim 3, it is characterised in that: short pvc pipe and 90 ° of pvc pipes are curved
Head is all embedded into roofing concrete layer, and long pvc pipe is embedded into roofing concrete layer close to one end part of short pvc pipe.
7. a kind of driven hanging basket balance weight mechanism according to claim 6, it is characterised in that: the short pvc pipe and long pvc pipe
In the part that is embedded into roofing concrete layer pass through tied silk and roof boarding lower layer reinforcing bar respectively and roof boarding top bars are bound
It is fixed.
8. a kind of driven hanging basket balance weight mechanism according to claim 1, it is characterised in that: one end of the wirerope passes through
After the outrigger of casing and driven hanging basket is fixed, fixed with the other end of wirerope by steel wire rope card.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822217041.2U CN209308379U (en) | 2018-12-27 | 2018-12-27 | A kind of driven hanging basket balance weight mechanism |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822217041.2U CN209308379U (en) | 2018-12-27 | 2018-12-27 | A kind of driven hanging basket balance weight mechanism |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209308379U true CN209308379U (en) | 2019-08-27 |
Family
ID=67679201
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822217041.2U Active CN209308379U (en) | 2018-12-27 | 2018-12-27 | A kind of driven hanging basket balance weight mechanism |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209308379U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109505405A (en) * | 2018-12-27 | 2019-03-22 | 重庆渝建实业集团股份有限公司 | A kind of driven hanging basket balance weight mechanism and construction method |
-
2018
- 2018-12-27 CN CN201822217041.2U patent/CN209308379U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109505405A (en) * | 2018-12-27 | 2019-03-22 | 重庆渝建实业集团股份有限公司 | A kind of driven hanging basket balance weight mechanism and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204662736U (en) | Gas concrete out-hung panel slippage node | |
| CN101736893B (en) | Overhanging type scaffold supporting system | |
| CN105275222A (en) | Immature soil coil-filling type traditional folk house wall reinforcing structure and reinforcing method | |
| CN208844417U (en) | A kind of outer precast construction for pier column and its outer prefabricated interior cast-in-place pier column | |
| CN209308379U (en) | A kind of driven hanging basket balance weight mechanism | |
| CN209211748U (en) | A kind of structure node of assembled ceiling radiating system | |
| CN111236603B (en) | Comprehensive construction method for steel plate mesh overhanging scaffold | |
| CN205134981U (en) | Core pattern tradition local -style dwelling houses wall body reinforced structure is filled out to immature soil | |
| CN109505405A (en) | A kind of driven hanging basket balance weight mechanism and construction method | |
| CN206554483U (en) | A kind of full fabricated scaffold is encorbelmented component | |
| CN212562625U (en) | Wind-resistant reinforcing structure of prefabricated house | |
| CN106906923A (en) | The attachment means of fabricated shear wall horizontal joint and connection method | |
| CN210086794U (en) | Assembly type structure and steel wire rope unloading structure suitable for assembly type structure | |
| CN2359386Y (en) | Suspension scaffold | |
| CN106836242A (en) | Deep excavation cable stretching assembled operating platform | |
| CN210421889U (en) | Wall-attached support mounting structure of attached lifting scaffold | |
| CN113756554A (en) | Construction platform and construction method for cast-in-place reinforced concrete support cantilever scaffold | |
| CN206859464U (en) | The attachment means of fabricated shear wall horizontal joint | |
| CN209411610U (en) | A kind of hoisting bracket suitable for composite thermal-insulating exterior formwork | |
| CN111608376B (en) | Comprehensive construction method for shaping component | |
| CN208918242U (en) | Split type anchoring piece | |
| CN205999772U (en) | Can be applicable to the assembled pier of seismic fortification intensity upper zone | |
| CN206034708U (en) | Side fascia installation node | |
| CN205369874U (en) | Elevartor shaft outer wall cantilever frame | |
| CN202450782U (en) | Erecting structure for inhaul cable-type overhang discharging platform |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 400060 22 / F, No.9 Yanyu Road, Nan'an District, Chongqing Patentee after: Yujian Industrial Group Co.,Ltd. Address before: 400060 22 / F, No.9 Yanyu Road, Nan'an District, Chongqing Patentee before: CHONGQING YUJIAN INDUSTRY GROUP Co.,Ltd. |