CN201756422U - Two-head-suspension tower crane - Google Patents

Two-head-suspension tower crane Download PDF

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Publication number
CN201756422U
CN201756422U CN2010202772719U CN201020277271U CN201756422U CN 201756422 U CN201756422 U CN 201756422U CN 2010202772719 U CN2010202772719 U CN 2010202772719U CN 201020277271 U CN201020277271 U CN 201020277271U CN 201756422 U CN201756422 U CN 201756422U
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CN
China
Prior art keywords
crane
crane arm
tower
lifting arm
tower crane
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
CN2010202772719U
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Chinese (zh)
Inventor
周杨
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Individual
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Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN2010202772719U priority Critical patent/CN201756422U/en
Application granted granted Critical
Publication of CN201756422U publication Critical patent/CN201756422U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a two-head-suspension tower crane, which is used for construction sites such as buildings, water conservancy, electric power, roads, stations, docks, petrochemical industry, nuclear power stations and the like. A tower crane in the prior art is only provided with a lifting arm and a head suspension, and is low in hoisting efficiency. The two-head-suspension tower crane is characterized in that the observation front surface of a cab (16) is parallel to a rotary tower body (9) in a spaced manner, the cab (16) is mounted on an upper support (8), a lifting mechanism (11) mounted on a lifting arm (12) is further arranged on the right surface of the rotary tower body (9), the lifting arm is arranged on the left surface of the rotary tower body (9) of the tower crane, one end of a lifting arm short pull rod (13) is obliquely arranged on the lifting arm, the other end of the lifting arm short pull rod (13) is obliquely arranged in the middle of a tower plate, and one end of a lifting arm long pull rod (14) is obliquely arranged on the lifting arm. Compared with the prior art, the tower crane doubles hoisting efficiency.

Description

Two tower crane formula hoisting crane
One, technical field
Two tower crane formula hoisting crane that use in building sites such as the utility model is used to build, water conservancy, electric power, highway, station, harbour, petrochemical industry, nuclear station.
Two, background technology
Existing technology tower crane has only one of a crane arm to hang, and lifting efficient is not high.
Three, utility model content
1. the purpose of this utility model is a kind of two of design tower crane formula hoisting crane; Tower crane removes equilibrium arm and balance arm brace, and a cover crane arm is installed again, a cover crane arm long draw, a cover crane arm short rod.All there is crane arm on the right side, the slewing tower left side of tower crane.
2. two tower crane formula hoisting crane is characterized in that: there is crane arm on the slewing tower left side of tower crane, crane arm short rod one end is oblique on crane arm, crane arm short rod one end is oblique in the middle of column plate, crane arm long draw one end is oblique on crane arm, crane arm long draw one end is oblique in the middle of column plate, the root of crane arm has lifting mechanism, and two on the pulley of tower head plate is symmetrical, and driver's cab is observed positive parallel with slewing tower apart.Driver's cab is installed, Yi Bian allow on the crane arm advertising panel is installed on upper bracket.The known electrical apparatus control circuit of electrical apparatus control circuit of two tower crane formula hoisting crane, the slewing tower right side also have lifting mechanism, luffing mechanism, suspension hook, the load-carrying dolly installed on the crane arm to be equal to that installed device is the same model and specification on the crane arm on the left side.The installation method of two tower crane formula hoisting crane has not together, after installing the pinnacle of a pagoda, the slewing tower height is about 22m, to become splayed to fix with two steel cable wind ropes on the slewing tower, swing type mechanism is braked, crane arm installs back (following installation is all pressed existing regulation and installed) by existing standard, lifting mechanism is installed again, at the crane arm that steel cable wind rope opposite is installed, crane arm with crane lifting is installed, with rising mechanism's pull-up respectively, crane arm short rod, crane arm long draw are installed, after crane arm, crane arm pull bar install.Steel cable wind rope the crane arm here is installed again, and with rising mechanism's pull-up respectively, crane arm short rod, crane arm long draw are installed, after crane arm, crane arm pull bar install.The steel cable wind rope is dismantled.Slewing gear brake is unclamped.After hanging by existing standard mode, test run, examination, use by safety supervision approval back.
3. the utility model is compared with known technology, and tower crane lifting efficient doubles, and saves 30% manufacturing cost, saves a body of the tower, saves a basic expense, saves 15% transportation volume.
Four, description of drawings
The utility model accompanying drawing 1 is a front view, and the utility model accompanying drawing 2 is a planar view.
Five, the specific embodiment
In conjunction with the accompanying drawings 1,2 describe: foundation for tower crane as prescribed is at the scene built, base section [3] is upward installed (following installation all has by existing regulation installation) by existing regulation at foundation for tower crane [1], with the fastening base section of nut [2] [3], base section [3] is gone up installation code joint [4] the secondary fastening standard knot [4] of high strength bolt, standard knot [4] is gone up undersetting [7] is installed, stock [6] is installed below the undersetting [7], undersetting is equipped with pivoting support on [7], upper bracket [8] is installed on the pivoting support, go up installation driver's cab [16] at upper bracket [8], go up installation slewing tower [9] at upper bracket [8], slewing tower [9] go up to be installed pinnacle of a pagoda [10], install pinnacle of a pagoda [10] after, slewing tower [9] height is about 22m, to become splayed to fix with two steel cable wind ropes on the slewing tower [2], swing type mechanism is braked.Go up installation lifting mechanism [11], luffing mechanism, load-carrying dolly at crane arm [12].The crane arm [12] on steel cable wind rope opposite is installed, with crane lifting crane arm [12], the otic placode hole of crane arm links to each other with the otic placode hole of slewing tower [2] with bearing pin, with rising mechanism [11] pull-up respectively, crane arm short rod [13], crane arm long draw [14] are installed, the suspension centre hole of crane arm links to each other with the otic placode hole of pull bar with bearing pin, and the otic placode hole of pull bar links to each other with the hole of tower head plate, after crane arm, crane arm pull bar install.Steel cable wind rope the crane arm here is installed again.After earlier crane arm [12] being connected into an integral body, lifting mechanism [11], luffing mechanism, load-carrying dolly are installed at crane arm [12].Crane arm [12] with crane lifting, with rising mechanism [11] pull-up respectively, crane arm short rod [13], crane arm long draw [14] are installed, and the suspension centre hole of crane arm links to each other with the otic placode hole of pull bar with bearing pin, the otic placode hole of pull bar links to each other with the hole of tower head plate, after crane arm rises, the weighing arm pull bar installs.Also to install the suspension hook on both sides.Allow on the crane arm advertising panel is installed on one side.The steel cable wind rope is dismantled.Slewing gear brake is unclamped.After hanging by existing standard mode, test run, examination, use by safety supervision approval back.

Claims (1)

1. two tower crane formula hoisting crane, driver's cab [16] is observed positive parallel with slewing tower [9] apart, go up installation driver's cab [16] at upper bracket [8], slewing tower [9] right side also has a crane arm [12] to go up the lifting mechanism of installing [11], it is characterized in that: there is crane arm on the slewing tower of tower crane [9] left side, crane arm short rod [13] one ends are oblique on crane arm, crane arm short rod [13] one ends are oblique in the middle of column plate, crane arm long draw [14] one ends are oblique on crane arm, crane arm long draw [14] one ends are oblique in the middle of column plate, the root of crane arm [12] has lifting mechanism [11], [15] two on the both sides pulley of tower head plate.
CN2010202772719U 2010-07-27 2010-07-27 Two-head-suspension tower crane Expired - Fee Related CN201756422U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010202772719U CN201756422U (en) 2010-07-27 2010-07-27 Two-head-suspension tower crane

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010202772719U CN201756422U (en) 2010-07-27 2010-07-27 Two-head-suspension tower crane

Publications (1)

Publication Number Publication Date
CN201756422U true CN201756422U (en) 2011-03-09

Family

ID=43643691

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010202772719U Expired - Fee Related CN201756422U (en) 2010-07-27 2010-07-27 Two-head-suspension tower crane

Country Status (1)

Country Link
CN (1) CN201756422U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102344090A (en) * 2010-07-27 2012-02-08 周杨 Double-head suspension tower crane
CN102942124A (en) * 2012-11-15 2013-02-27 中联重科股份有限公司 Tower crane
CN106285177A (en) * 2016-08-12 2017-01-04 上海电力设计院有限公司 The assemble method of aerial line steel tower

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102344090A (en) * 2010-07-27 2012-02-08 周杨 Double-head suspension tower crane
CN102942124A (en) * 2012-11-15 2013-02-27 中联重科股份有限公司 Tower crane
CN102942124B (en) * 2012-11-15 2015-02-11 中联重科股份有限公司 Tower crane
CN106285177A (en) * 2016-08-12 2017-01-04 上海电力设计院有限公司 The assemble method of aerial line steel tower

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C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20110309

Termination date: 20130727