CN2281376Y - High-rising scaffold with automatic anti-falling measures - Google Patents

High-rising scaffold with automatic anti-falling measures Download PDF

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Publication number
CN2281376Y
CN2281376Y CN 96241630 CN96241630U CN2281376Y CN 2281376 Y CN2281376 Y CN 2281376Y CN 96241630 CN96241630 CN 96241630 CN 96241630 U CN96241630 U CN 96241630U CN 2281376 Y CN2281376 Y CN 2281376Y
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CN
China
Prior art keywords
scaffold
lock cutter
lock
falling
faller
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.)
Expired - Fee Related
Application number
CN 96241630
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Chinese (zh)
Inventor
陈胜坤
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Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN 96241630 priority Critical patent/CN2281376Y/en
Application granted granted Critical
Publication of CN2281376Y publication Critical patent/CN2281376Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a high-rising scaffold with an automatic anti-falling device. An anti-falling rod 15 is connected with the scaffold and rise and fall simultaneously with the scaffold. A cantilever beam 6 which hangs an electric block 21 is provided with a lock knife 9. A lock knife front spring 12 is arranged in front of the lock knife 9, and a lock knife back spring 10 and a lock knife pulling ring 11 are arranged at back of the lock knife 9. The rising or falling of the scaffold is guided through a guide ring 20. The lock knife 9 and the anti-falling rod 15 forms an automatic anti-falling system to achieve the anti-falling aim. The utility model has the advantages of high lifting speed, strong practicability, reasonable structure, convenient operation, and automatic anti-falling for the rising or falling and can meet the requirement of safe and rapid construction of a high-rising building.

Description

A kind of anti-fall highrise building scaffold automatically
The utility model is the highrise building scaffold, and especially a kind of energy is anti-fall highrise building scaffold automatically.
At present in the scaffold that uses, various ways is arranged: 1. basket-hanging scaffold, 2. the attached wall hoisting scaffold is 3. guide tracked from climbing scaffold, and 4. integral hoisting scaffold is 5. set up the overall height scaffold of roof from ground.The scaffold of these types exist to some extent use material many, from heavy, dismounting trouble, work efficiency is low, lifting means power big, be subjected to the integral construction condition restriction, lack and effectively automatically lock anti-drop device, scaffold valid function layer weak point such as less.
The purpose of this utility model provides that a kind of operation layer is many, hoisting velocity is fast, safe safe, the scaffold that can adapt to any different building structure, different construction requirements of processing ease, automatic anti-fall locking device.
Structure of the present utility model is anti-faller 15, fuse by anti-fall connecting rod 16 and scaffold, lock cutter 9 is installed in outrigger 6 outer ends, lock cutter front spring 12 and lock cutter rear spring 10 are installed in lock cutter both sides respectively, lock cutter draw ring 11 is pressed on the lock cutter, and its below hangs electric block 21, and guiding transverse tube 18 1 ends are fixed on the building 25, the other end is connected with guide ring 20 usefulness spiral shell selects, and guide ring 20 is enclosed within the outside of anti-faller 15.
The utility model has the advantages that 1. can adapt to any building structure requirement.2. save material 80-85%.3. promote easy and simple to handlely, labor intensive is few.4. hoisting velocity is fast, and the height that each lifting can reach two floors satisfies the rapid construction requirement.5. have rising, descend anti-fallly automatically, device preventing tilting guarantees construction safety automatically.6. scaffold is stressed rationally when promoting, and reduces eccentric moment.
Below in conjunction with accompanying drawing the utility model is described in further detail:
Fig. 1 is an overall structure lateral view of the present utility model
Fig. 2 is the anti-faller of the utility model, outrigger, lock cutter, electric block section construction schematic diagram.
Fig. 3 is the utility model outrigger, anti-faller, lock knife structure schematic diagram.
Fig. 4 is the utility model scaffold plan view.
The scaffold of setting up around along the building is set up with double vertical rod and is formed, the scaffold height overall is four layers of entresol, according to building structure and construction requirement scaffold being divided into some support bodys promotes respectively, between every support body 30~50m, changeable, decide with actual requirement of construction, scaffold is set up moulding on support 27, and per four First Five-Year Plan rice are arranged a support 27.Decide according to structure, but point also, or a little bigger.Scaffold is by vertical rod 1, little cross bar 2, leger 3 is set up and is formed, per step of scaffold is completely spread operation scaffold floor 4, the outside is sealed with safety net 5, support 27 is equipped with support handle 26, anti-faller 15 leads connection by anti-fall pull bar 17 with support handle 26, anti-faller 15 is arranged some holes at a certain distance, and be linked to be an integral body with anti-fall connecting rod 16 with scaffold, guide pipe is made up of guiding cross bar 18 and guide ring 20, guiding cross bar 18 1 ends and building 25 usefulness guiding transverse tube built-in fitting 19 are fixing, the other end connects guide ring 20 by bolt, guide ring 20 is enclosed within anti-faller 15 outsides, outrigger 6 one ends are fixing with building 25 by outrigger built-in fitting 7, the other end is by outrigger drag-line 8 tractives, outrigger 6 outer ends hang electric block 21, be hooked on the outrigger 6 on the electric block 21, lower draw-bar hooks support handle 26, lock cutter 9 is installed in above the outrigger 6 of electric block 21 tops, lock cutter 9 moves up and down by lock cutter bearing 14 and lock cutter fixed axis 13, there is lock cutter front spring 12 in its place ahead, there is lock cutter rear spring 10 at the rear, and there is lock cutter baffle plate 24 anti-faller 15 inboards, and lock cutter 9 is provided constraints, lock cutter draw ring 11 hangs on the outrigger when scaffold rises, and be not pressed on the lock cutter 9, when scaffold descended, lock cutter draw ring 11 hung on the lock cutter 9, lock cutter 9, lock cutter rear spring 10, outrigger is pushed down simultaneously, its below hangs electric block 21, and the scaffold ascent stage is installed guiding transverse tube strengthening frame 22 at next level, by strengthening frame drag-line 23 and building 25 tractives, the 28th, scaffold burst incision position, the 29th, safety rod.
When the building enters the main body construction stage, when scaffold need promote, outrigger 6 is installed on the floor face of scaffold the 3rd floor, hang up properly electric block 21, install guiding transverse tube 18, lock cutter draw ring 11 hangs over outrigger 6 outer ends, be not pressed on the lock cutter 9, at this moment lock cutter rear spring 10 and be not compressed.Lock cutter 9 is pressed to anti-faller 15 under the effect of lock cutter rear spring 10 and lock cutter front spring 12.Start electric block 21, scaffold and anti-faller 15 rise simultaneously, when scaffold rises, run into guide ring 20 and block the phenomenon that anti-fall connecting rod 16 rises, at this moment electric block 21 suspends, guide ring 20 is installed in anti-fall connecting rod 16 belows, scaffold continues to rise, when scaffold rises, also run into outrigger 6 and block the phenomenon that scaffold rises, at this moment after installing the readily removable leger 3 of weak point above the outrigger 6, the short leger 3 in outrigger 6 belows of dismantling, scaffold continues to rise, scaffold also runs into outrigger 6 and blocks the phenomenon that anti-fall connecting rod 16 rises when rising, at this moment electric block 21 suspends, after installing anti-fall connecting rod 16 above the outrigger 6, dismantle and run into the anti-fall connecting rod 16 of outrigger 6 soon, scaffold continues to rise, after scaffold rises to the precalculated position, scaffold slowly descends a bit, lock cutter 9 enters in the hole of anti-faller 15 automatically, and spacing by lock cutter baffle plate 24, scaffold is locked, when scaffold rises, meet accident and fall, lock cutter 9 enters in the hole of anti-faller 15 automatically, thereby the restriction scaffold falls, and reaches anti-fall purpose.When scaffold descends, outrigger 6 is installed on the floor face of scaffold second floor, lock cutter draw ring 11 is pressed in above the lock cutter 9, electric block 21 hangs on the lock cutter draw ring 11, electric block 21 lower draw-bars hook support handle 26, after electric block 21 is stressed, 10 compressions of 11 lock cuttves of lock cutter draw ring rear spring, lock cutter front spring 12 is by stretch-draw, lock cutter 9 is unlocking condition, and anti-faller 15 and scaffold can freely descend, when the fracture of electric block 21 chains, during the scaffold tenesmus, at this moment lock cutter draw ring 11 is locked cutter rear spring 10 and will lock cutter 9 and up push up because electric block 21 fracture chains do not have stressed and can not compress lock cutter rear spring 10, locks down zip cutter 9 of cutter front spring 12, make lock cutter 9 enter rapidly in the hole of anti-faller 15, thereby reach the purpose that automatically locks the scaffold tenesmus.Safety rod 29 has been two road safety effects, in scaffold lifting or decline process, moves at any time and inserts different positions, and its function is identical with lock cutter 9.When scaffold descended, the height that once can reach three floors whenever fell.When scaffold rose, the height of two floors that at every turn can rise when having promoted certain sheet scaffold, moved on to another sheet support body to electric block 21 again, carried out another sheet support body and promoted task.

Claims (2)

1. an energy anti-fall highrise building scaffold automatically, scaffold and anti-faller 15 connect to an integral body, support handle 26 connects together with anti-faller 15 by anti-fall pull bar 17, guiding transverse tube 18 1 ends are fixed on the building 25 by guiding transverse tube built-in fitting 19, the other end connects guide ring 20, guide ring 20 is enclosed within the outside of anti-faller 15, play the guiding role, it is characterized in that outrigger 6 one ends are fixed on the building 25 by outrigger built-in fitting 7, the other end is installed lock cutter 9 and is hung electric block 21, there is lock cutter front spring 12 lock cutter 9 fronts, there is lock cutter rear spring 10 back, and lock cutter rear spring 10 is pushed down by lock cutter draw rings 11 with lock cutter 9, the lock cutter draw ring 11 following electric blocks 21 that hang, its feature is that also the one side is by strengthening frame drag-line 23 and building 25 tractives at scaffold first floor installation topmost guiding transverse tube strengthening frame 22.
2. energy according to claim 1 is anti-fall scaffold automatically, and it is characterized in that has many holes on the anti-faller 15, wherein reaches anti-fall purpose so that lock cutter 9 can insert.
CN 96241630 1996-11-05 1996-11-05 High-rising scaffold with automatic anti-falling measures Expired - Fee Related CN2281376Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 96241630 CN2281376Y (en) 1996-11-05 1996-11-05 High-rising scaffold with automatic anti-falling measures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 96241630 CN2281376Y (en) 1996-11-05 1996-11-05 High-rising scaffold with automatic anti-falling measures

Publications (1)

Publication Number Publication Date
CN2281376Y true CN2281376Y (en) 1998-05-13

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ID=33915983

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 96241630 Expired - Fee Related CN2281376Y (en) 1996-11-05 1996-11-05 High-rising scaffold with automatic anti-falling measures

Country Status (1)

Country Link
CN (1) CN2281376Y (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115788001A (en) * 2023-02-08 2023-03-14 山西锦辉工程检测有限公司 Split lifting type attached scaffold and construction method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115788001A (en) * 2023-02-08 2023-03-14 山西锦辉工程检测有限公司 Split lifting type attached scaffold and construction method thereof
CN115788001B (en) * 2023-02-08 2023-04-14 山西锦辉工程检测有限公司 Split lifting type attached scaffold and construction method thereof

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Addressee: Chen Shengkun

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C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee