CN201786010U - Elevating platform for construction use - Google Patents

Elevating platform for construction use Download PDF

Info

Publication number
CN201786010U
CN201786010U CN2010205383093U CN201020538309U CN201786010U CN 201786010 U CN201786010 U CN 201786010U CN 2010205383093 U CN2010205383093 U CN 2010205383093U CN 201020538309 U CN201020538309 U CN 201020538309U CN 201786010 U CN201786010 U CN 201786010U
Authority
CN
China
Prior art keywords
suspension
suspension bracket
construction
bracket
silo
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
CN2010205383093U
Other languages
Chinese (zh)
Inventor
蒋熹
陈俊堂
盛少康
李汇
周志飞
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China No15 Metallurgical Construction Co Ltd
Original Assignee
China No15 Metallurgical Construction Co Ltd
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 China No15 Metallurgical Construction Co Ltd filed Critical China No15 Metallurgical Construction Co Ltd
Priority to CN2010205383093U priority Critical patent/CN201786010U/en
Application granted granted Critical
Publication of CN201786010U publication Critical patent/CN201786010U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

The utility model relates to an auxiliary facility for construction use, specifically to an elevating platform for construction use. The elevating platform comprises a suspension bracket. Two door-shaped racks are symmetrically equipped above the suspension bracket. A fixed pulley is respectively equipped below the crossbeam of each door-shaped rack. Two hoister groups are arranged below the suspension bracket. The two hoister groups are each wound with a hoisting wire rope the other end of which is connected with a suspension ring of the suspension bracket through the winding coil of each fixed pulley. Specially, a plurality of suspension rings are uniformly arranged on the upper plane of the suspension bracket and each suspension ring is provided with a suspension rod. The utility model which is mainly used for improving auxiliary facilities for construction use solves the problems of the construction method by setting up a scaffold on the shell top of a concrete silo that the method entails a long construction cycle, a high construction cost and serious hidden construction safety trouble.

Description

A kind of construction lift platform
(1). technical field: the utility model relates to construction with auxiliary facility, is a kind of construction lift platform.
(2). background technology: the construction on large cast-in-situ steel reinforced concrete silo shell top, conventional job practices is: set up full hall scaffold or builder's jack, in the enterprising line operate construction of scaffold; The problem that this job practices exists is: sets up scaffold and need take a large amount of timbering materials, and long construction period, the construction cost height, construction safety hidden danger is big.
(3). summary of the invention: the purpose of this utility model will solve concrete silo shell top exactly and set up the existing long construction period of scaffold job practices, the construction cost height, the problem that construction safety hidden danger is big provides a kind of construction lift platform.
Concrete scheme of the present utility model is: a kind of construction lift platform, it has suspension bracket, described suspension bracket top symmetric arrangement has two portal trestles, below two portal trestle crossbeams, respectively be provided with fixed pulley, arranged beneath at suspension bracket has two groups of elevator units, two groups of elevator units are twining a hoisting rope separately, and the other end of two hoisting ropes is connected with the suspension ring of suspension bracket by the winding of two fixed pulleys; It is characterized in that: on plane on the suspension bracket, also be furnished with several suspension ring equably, on each suspension ring, be equipped with suspension rod.
Suspension bracket described in the utility model is to be connected and composed by bolt by shaped steel, and the mesa shape of suspension bracket is identical with the silo cross sectional shape, 200-300 millimeters of the mesa dimensions of suspension bracket<silo sectional dimension.
Operating principle of the present utility model is (seeing Fig. 3 for details): assemble suspension bracket 1 on the base plate 10 of silo, two portal trestles 3 are fixed on the top girder steel 8 of silo, two fixed pulleys 4 are fixed on the crossbeam below of two portal trestles 3, two elevator units 6 are fixed on the basis under the silo base plate 10, two hoisting ropes 5 are wrapped on two elevator units 6, and the other end of two hoisting ropes 5 is walked around two fixed pulleys 4 being fixed on two portal trestles 3 and is connected with four suspension ring 2 on the suspension bracket 1; After preparation is ready, start two elevator units 6, two hoisting ropes 5 are walked around two fixed pulleys, the 4 synchronous suspension brackets 1 that drawing and are risen, when suspension bracket 1 rises to suitable height, elevator unit 6 is shut down, with some suspension rods 7 suspension bracket 1 is connected with silo top girder steel 8, has finished the rising of suspension bracket 1 and installed; After the construction completion,, press the inverse operation of suspension bracket rising mounting method, suspension bracket is dropped on the base plate 10 of silo, decompose suspension bracket 1, finished the demolition work of suspension bracket 1 if need folding to remove suspension bracket 1.
The utility model is compared with original job practices, the utlity model has simple in structure, easy to operate, characteristics such as the duration is short, safe and reliable and construction cost is cheap, the utility model preferably resolves concrete silo shell top and sets up the existing long construction period of scaffold job practices, the construction cost height, the problem that construction safety hidden danger is big, the utility model also can be used for the construction of other engineering.
(4). description of drawings:
Fig. 1: the utility model structure master looks schematic diagram;
Fig. 2: hanger structure schematic top plan view;
Fig. 3: application note schematic diagram;
Among the figure: 1-suspension bracket, 2-suspension ring, 3-portal trestle, 4-fixed pulley, 5-hoisting rope, 6-elevator unit, 7-suspension rod, 8-silo top girder steel, 9-silo wall, 10-silo base plate.
(5). the specific embodiment:
Embodiment (sees Fig. 1 for details, Fig. 2): a kind of construction lift platform, it has suspension bracket 1, the suspension bracket 1 of present embodiment is to be connected and composed by bolt by i iron, the mesa shape of suspension bracket 1 is circular, 200 millimeters of the mesa dimensions of suspension bracket<silo sectional dimension, symmetric arrangement has two portal trestles 3 above suspension bracket 1, below two portal trestle 3 lower transverse beams, respectively be provided with fixed pulley 4, arranged beneath at suspension bracket 1 has two groups of elevator units 6, the other end that two groups of elevator units 6 are twining 5, two hoisting ropes 5 of a hoisting rope separately is connected with the suspension ring 2 of suspension bracket 1 by the winding of fixed pulley 4; Particularly: on plane on the suspension bracket 1, also be furnished with 16 suspension ring 2 equably, on each suspension ring 2, be equipped with suspension rod 7.

Claims (2)

1. construction lift platform, it has suspension bracket, described suspension bracket top symmetric arrangement has two portal trestles, below two portal trestle crossbeams, respectively be provided with fixed pulley, arranged beneath at suspension bracket has two groups of elevator units, two groups of elevator units are twining a hoisting rope separately, and the other end of two hoisting ropes is connected with the suspension ring of suspension bracket by the winding of fixed pulley; It is characterized in that: on plane on the suspension bracket, also be furnished with several suspension ring equably, on each suspension ring, be equipped with suspension rod.
2. a kind of construction lift platform according to claim 1, it is characterized in that: described suspension bracket is to be connected and composed by bolt by shaped steel, the mesa shape of suspension bracket is identical with the silo cross sectional shape, 200-300 millimeters of the mesa dimensions of suspension bracket<silo sectional dimension.
CN2010205383093U 2010-09-21 2010-09-21 Elevating platform for construction use Expired - Fee Related CN201786010U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010205383093U CN201786010U (en) 2010-09-21 2010-09-21 Elevating platform for construction use

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010205383093U CN201786010U (en) 2010-09-21 2010-09-21 Elevating platform for construction use

Publications (1)

Publication Number Publication Date
CN201786010U true CN201786010U (en) 2011-04-06

Family

ID=43817980

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010205383093U Expired - Fee Related CN201786010U (en) 2010-09-21 2010-09-21 Elevating platform for construction use

Country Status (1)

Country Link
CN (1) CN201786010U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102277957A (en) * 2011-05-02 2011-12-14 郭宏鹤 Overhaul platform of desulfurizing tower
CN102505836A (en) * 2011-10-24 2012-06-20 沈阳建筑大学 Guy cable type high-altitude working platform
CN103790423A (en) * 2012-10-29 2014-05-14 五冶集团上海有限公司 Construction method of large concrete granary
CN106150171A (en) * 2015-04-01 2016-11-23 五冶集团上海有限公司 The internal formwork support platform of a kind of reinforced concrete silo and application thereof
CN109083422A (en) * 2018-09-28 2018-12-25 北京首钢建设集团有限公司 A method of riding track is overhauled using elevator and fixed pulley group installation roofing

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102277957A (en) * 2011-05-02 2011-12-14 郭宏鹤 Overhaul platform of desulfurizing tower
CN102277957B (en) * 2011-05-02 2014-04-09 郭宏鹤 Overhaul platform of desulfurizing tower
CN102505836A (en) * 2011-10-24 2012-06-20 沈阳建筑大学 Guy cable type high-altitude working platform
CN102505836B (en) * 2011-10-24 2014-02-19 沈阳建筑大学 Guy cable type high-altitude working platform
CN103790423A (en) * 2012-10-29 2014-05-14 五冶集团上海有限公司 Construction method of large concrete granary
CN103790423B (en) * 2012-10-29 2015-09-30 五冶集团上海有限公司 Large-sized concrete silo construction method
CN106150171A (en) * 2015-04-01 2016-11-23 五冶集团上海有限公司 The internal formwork support platform of a kind of reinforced concrete silo and application thereof
CN106150171B (en) * 2015-04-01 2018-06-29 五冶集团上海有限公司 Formwork support platform and its application inside a kind of reinforced concrete silo
CN109083422A (en) * 2018-09-28 2018-12-25 北京首钢建设集团有限公司 A method of riding track is overhauled using elevator and fixed pulley group installation roofing

Similar Documents

Publication Publication Date Title
CN201786010U (en) Elevating platform for construction use
CN201785162U (en) Pull pole hoist for arc gird
CN102080357A (en) Integrated beam-falling device and method for steel pipe pier bailey beam cast-in-place bracket
CN205134939U (en) Hydraulic pressure creeping formwork system suitable for inboard narrow and small region in space of a core section of thick bamboo
CN102049335A (en) Installation and construction method of large-sized ball mill
CN202390116U (en) High-intensity small-tonnage hoist
CN203947758U (en) Novel hydraulic automatic climbing discharging platform
CN203284126U (en) Simple composite gantry high-altitude weight hoisting device
CN103967263A (en) Novel hydraulic automatic climbing discharging platform
CN204983692U (en) Concrete panel's hoist device
CN110565937A (en) Door type integral lifting steel platform
DE202015103485U1 (en) Tension adjustment device for the connecting steel cable of the counterweight of a vertical ship lifting machine
CN203715115U (en) Supporting point structure for self-hoisting system of portal crane
CN203006822U (en) Novel power supply unit lifting gear
CN202643086U (en) Hoisting tool of hydroxylation reactor
CN205259591U (en) Grain silo synovial membrane traction platform
CN202073877U (en) Cable-rope-free clamp with independent masts special for hoisting rigid steel column
CN204873402U (en) Cage of multifunctional machine electric installation hoist and mount usefulness
CN101318617A (en) Hydraulic hoisting hanging apparatus with steering and horizontally moving functions
CN211257773U (en) Door type integral lifting steel platform
CN203112397U (en) Simple olecranon hoisting equipment
CN103774841A (en) Track type sliding formwork device
CN203257075U (en) Core tube inner lifting type multifunctional operating platform for high-rise building construction
CN202578008U (en) Prestress dome jack-up cantilever crane
CN103375029B (en) Prestressed dome lifting cantilever crane

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20110406

Termination date: 20160921