CN203112397U - Simple olecranon hoisting equipment - Google Patents

Simple olecranon hoisting equipment Download PDF

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Publication number
CN203112397U
CN203112397U CN2013203090513U CN201320309051U CN203112397U CN 203112397 U CN203112397 U CN 203112397U CN 2013203090513 U CN2013203090513 U CN 2013203090513U CN 201320309051 U CN201320309051 U CN 201320309051U CN 203112397 U CN203112397 U CN 203112397U
Authority
CN
China
Prior art keywords
base
steel
olecranon
rod
suspension rod
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
CN2013203090513U
Other languages
Chinese (zh)
Inventor
丁伟祥
宋俊杰
喻四纯
邓跃
吴延凯
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.)
Third Construction Co Ltd of China Construction Third Engineering Division
Original Assignee
Third Construction Co Ltd of China Construction Third Engineering Division
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 Third Construction Co Ltd of China Construction Third Engineering Division filed Critical Third Construction Co Ltd of China Construction Third Engineering Division
Priority to CN2013203090513U priority Critical patent/CN203112397U/en
Application granted granted Critical
Publication of CN203112397U publication Critical patent/CN203112397U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model provides simple olecranon hoisting equipment. The simple olecranon hoisting equipment comprises a base, a steel wire rope, and a hoist, a hoisting rack and a hoisting hook, which are connected through the steel wire rope in a winding way, wherein the base is a rectangular steel structure platform formed by welding channel steel; foundation bolts and a steel plate are buried in the ground below the base; the hoisting rack is arranged above the base, and comprises a splayed support rod, an oblique rod and a splayed suspension rod, which are hinged to the base; the suspension rod and the splayed support rod are obliquely intersected into an X shape, and the tops of the suspension rod and the splayed support rod are connected through a connecting rod; and the oblique rod is supported on the back of the suspension rod. According to the equipment, the problem of difficulty in the hoisting of local building large-sized components can be solved, the cost can be reduced, the construction period can be shortened, and meanwhile, the quality and the safety can be improved.

Description

Simple and easy olecranon hanging device
Technical field
This device belongs to lifting technical equipment field, is specifically related to the simple and easy olecranon hanging device of a kind of self-control.
Background technology
The lifting of routine building member generally adopts large-scale hanging devices such as tower crane, wheel crane or crawler crane to lift.The lifting ability of wheel crane and crawler crane is strong, but is subjected to the restriction of place and hoisting height; Tower crane is not limited by hoisting height and place, but hoisting capacity is little, a little less than the lifting ability; And the lease expenses of heavy mechanical equipment is higher, and is unfavorable to cost control.
Hang operative scenario with crawler crane at inapplicable tower crane, vapour, the simple and easy olecranon of self-control commonly used hangs at present, adopt between the member and be welded to connect, but weldment bears moment and is limited in scope, welding quality is difficult to guarantee that on-the-spot welding processing precision is limited, is unfavorable for the safety that lifts, and the processing Installation Modes that does not have standard, the level of skill of field worker is bigger to the integral hoisting influence.
Summary of the invention
Technical problem to be solved in the utility model is the deficiency at above-mentioned existence, and a kind of lifting difficulty that solves building local's large-scale component is provided, can cost-cutting, save that the duration improves the quality simultaneously and the simple and easy olecranon hanging device of safety.
The technical scheme that its technical matters that solves the utility model adopts is:
Simple and easy olecranon hanging device, include base and steel rope, and the winch that is intertwined and connected by steel rope successively, suspension bracket, suspension hook, it is characterized in that: described base is the rectangle steel structure platform that channel-section steel is welded, ground, base below is embedded with holding-down bolt and steel plate, and by holding-down bolt base and ground is fixed; Described suspension bracket is installed in the base top, include the suspension rod of Eight characters pole, brace and Eight characters shape, the three all is hinged on the base, both decussate shapes that tilt mutually, and in both tops employing pipe links connections, described brace is supported on the back of suspension rod.
In such scheme, the inner channel-section steel that adopts of described base is welded with erecting frame, and winch is fixedly installed on the erecting frame, and Eight characters pole is hinged on the channel-section steel of erecting frame.
In such scheme, described suspension rod is hinged on the channel-section steel of base both sides of the edge.
In such scheme, described Eight characters pole, brace and suspension rod all adopt I-beam section to make, and have stronger bending strength, satisfy the condition that big moment supports.
Principle of the present utility model is: adopt tool member in the I-beam section factory building, on-the-spot member bolt is assembled, pre-embedded anchoring bolts during structure construction, the steel platform is connected with bottom section by bolt, olecranon hangs deadweight and load passes to bottom section by platform, rely on bottom section that resistance to compression and resistance to plucking are provided, I-beam section opposing moment of flexure realizes lifting by winch is installed on the steel platform as traction power.
Compared with prior art, technical advantage of the present utility model is:
Have flexible operation, the construction period is short, batch production processing, safe and reliable, can reuse, the advantage of economic environmental protection, this device is applicable to the local lifting component in any structure type, and under the situation that guarantees lifting quality and safety, greatly reduction expense drops into.
Description of drawings
Fig. 1 is the integral structure scheme drawing of the utility model embodiment;
Fig. 2 is suspension bracket and base portion structure right elevation among Fig. 1;
Fig. 3 is base portion structure birds-eye view among Fig. 1;
Among the figure: 1-holding-down bolt, 2-base, 3-winch, 4-brace, 5-suspension rod, 6-Eight characters pole,
The 7-erecting frame.
The specific embodiment
Below in conjunction with the specific embodiment, the utility model is further described:
According to " loading code for design of building structures " (GB 50009-2012); " seismic design provision in building code " (GB 50011-2010); " Code for design of steel structures " (GB 50017-2003); " portal frame steel structure of light-weight building technical regulation " (the local revision of CECS 102:2002) designs, main consideration both direction: the one, the internal force of each main stressed member checking computations in the whole steel structure hoisting equipment, the tension of each node bolt junction, anti-impact are cut performance and are calculated; The 2nd, the checking of bearing capacity of bottom carrying structure self, and internal force and deformation analysis after loading.All consider by the least favorable state.
The hanging device primary member adopts in the steel I-beam and channel factory and is processed into, and each member section size, weld seam require (GB50017-2003) to design according to " Code for design of steel structures ", and its rigidity and resistance to overturning are checked.
The lifting base adopts 20# channel-section steel and 18# channel-section steel and the cutting of 15mm plate iron to be welded, size 2000 * 3000mm, and the additional steel plate of seam areas is strengthened, and suspension bracket adopts the welding of 18# I-beam section to make, and adopts rotary support, bolt to connect between each rod member.
As Fig. 1, Fig. 2, simple and easy olecranon hanging device shown in Figure 3, include base 2 and steel rope, and the winch 3, suspension bracket, the suspension hook that are intertwined and connected by steel rope successively, the rectangle steel structure platform that wherein said base 2 is welded for channel-section steel, ground, base 2 below is embedded with holding-down bolt 1 and steel plate, steel plate is that level is pre-buried, and holding-down bolt 1 is vertically fixed on the steel plate in advance, by holding-down bolt 1 base 2 leveling is fixed; Described suspension bracket is installed in base 2 tops, suspension bracket includes the suspension rod 5 of Eight characters pole 6, brace 4 and Eight characters shape, the three all is hinged on the base 2, both decussate shapes that tilt mutually of wherein said Eight characters pole 6 and suspension rod 5, and in both tops employing pipe links connections, described brace 4 upper extreme points are supported on the back of suspension rod 5.
In the present embodiment, the described base 2 inner channel-section steels that adopt are welded with erecting frame 7, and winch 3 is fixedly installed on the erecting frame 7, and Eight characters pole 6 is hinged on the channel-section steel of erecting frame 7, and suspension rod 5 is hinged on the base 2 both sides of the edge channel-section steels.
In the present embodiment, described Eight characters pole 6, brace 4 and suspension rod 5 all adopt I-beam section to make, and have stronger bending strength, satisfy the condition that big moment supports.
During installation, each several part all carries out assembly unit at the factory process integral body scene of being transported to, the scene of base 2 is installed and is all adopted bolt to connect, after by tower crane each parts being winched to assigned address, the artificial bottle gouard moved by hands that cooperates is installed, and lifting is in proper order: base 2, winch 3, Eight characters pole 6, brace 4, suspension rod 5.
(GB50205-2001) detect and to drop into debugging after the acceptance(check), use according to " code for acceptance of construction quality of steel structures " behind the rigging out.
More than explanation only is Application Example of the present utility model, can not limit the interest field of the utility model certainly with this, and therefore the equivalence of doing according to the utility model claim changes, and still belongs to protection domain of the present utility model.

Claims (4)

1. simple and easy olecranon hanging device, include base and steel rope, and the winch that is intertwined and connected by steel rope successively, suspension bracket, suspension hook, it is characterized in that: described base is the rectangle steel structure platform that channel-section steel is welded, ground, base below is embedded with holding-down bolt and steel plate, and by holding-down bolt with base and ground fixation; Described suspension bracket is installed in the base top, include the suspension rod of Eight characters pole, brace and Eight characters shape, the three all is hinged on the base, wherein said suspension rod and the Eight characters pole decussate shape that tilts mutually, and in both tops employing pipe links connections, described brace is supported on the back of suspension rod.
2. simple and easy olecranon hanging device as claimed in claim 1 is characterized in that: the inner channel-section steel that adopts of described base is welded with erecting frame, and winch is fixedly installed on the erecting frame, and Eight characters pole is hinged on the channel-section steel of erecting frame.
3. simple and easy olecranon hanging device as claimed in claim 1, it is characterized in that: described suspension rod is hinged on the channel-section steel of base both sides of the edge.
4. simple and easy olecranon hanging device as claimed in claim 1, it is characterized in that: described Eight characters pole, brace and suspension rod all adopt the I-beam section with stronger bending strength to make.
CN2013203090513U 2013-05-31 2013-05-31 Simple olecranon hoisting equipment Expired - Fee Related CN203112397U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2013203090513U CN203112397U (en) 2013-05-31 2013-05-31 Simple olecranon hoisting equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2013203090513U CN203112397U (en) 2013-05-31 2013-05-31 Simple olecranon hoisting equipment

Publications (1)

Publication Number Publication Date
CN203112397U true CN203112397U (en) 2013-08-07

Family

ID=48892766

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2013203090513U Expired - Fee Related CN203112397U (en) 2013-05-31 2013-05-31 Simple olecranon hoisting equipment

Country Status (1)

Country Link
CN (1) CN203112397U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107381385A (en) * 2017-09-18 2017-11-24 徐潇 Hoisting apparatus

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107381385A (en) * 2017-09-18 2017-11-24 徐潇 Hoisting apparatus

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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: 20130807

Termination date: 20190531