CN202848922U - Space truss tower crane - Google Patents

Space truss tower crane Download PDF

Info

Publication number
CN202848922U
CN202848922U CN 201220554346 CN201220554346U CN202848922U CN 202848922 U CN202848922 U CN 202848922U CN 201220554346 CN201220554346 CN 201220554346 CN 201220554346 U CN201220554346 U CN 201220554346U CN 202848922 U CN202848922 U CN 202848922U
Authority
CN
China
Prior art keywords
steel
leading role
adjacent
prism
removable
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 201220554346
Other languages
Chinese (zh)
Inventor
付进廷
李聚轩
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.)
Beijing Kerui Anbang Technology Co., Ltd.
Original Assignee
XINXIANG KERUI HEAVY MACHINERY TECHNOLOGY 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 XINXIANG KERUI HEAVY MACHINERY TECHNOLOGY Co Ltd filed Critical XINXIANG KERUI HEAVY MACHINERY TECHNOLOGY Co Ltd
Priority to CN 201220554346 priority Critical patent/CN202848922U/en
Application granted granted Critical
Publication of CN202848922U publication Critical patent/CN202848922U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a space truss tower crane. Basic units of a tower and a cantilever of the space truss tower crane comprise four main angle steels extending along the length directions of the tower and the cantilever and occupying positions of four prisms of a regular square prism, the two adjacent basic units are correspondingly, detachably and fixedly pieced together through the main angle steels of the two adjacent basic units, a connecting rib is detachably fixed between one end of one of the two adjacent main angle steels and the other end of the other main angle steel of each basic unit on the side face of the regular square prism, straight lines where two adjacent connecting ribs on the optional side face of the regular square prism are located are intersected, support angle steels are detachably fixed at the outer end parts of the two main angle steels of the basic units located at the outer end on the optional side face of the regular square prism, and the support angle steels are detachably fixed between two piecing points of the main angle steel of the two adjacent basic units on the optional side face of the regular square prism. The space truss portal crane is in a spare part state before assembly, is small in quality of the single part, strong in interchangeability and convenient for realizing lean manufacturing.

Description

The space truss tower crane
Technical field
The utility model relates to a kind of tower crane, and relating in particular to a kind of pylon and cantilever all is by the assembled space truss tower crane of a plurality of elementary cells, belongs to the elevator machinery field.
Background technology
Tower crane of the prior art generally has pylon, and install on the ground the lower end of pylon, and upwards towering in the upper end of pylon, is rotatably equipped with cantilever in the upper end of pylon, and cantilever also is strip structure.Tower crane pylon and cantilever belong to tall and slender structure, and suffered primary load comprises hang oneself its gravity, wind loading and the relevant dynamic load of weight of the gravity of self, cantilever, is in curved, as to press combination complicated applied force state.In order better to distribute internal force, to optimize structure, reduce wind loading, present pylon and cantilever generally all are to adopt truss structure.
Consider transportation and assembly unit requirement, the pylon of present tower crane is generally according to the standard cell design manufacturing, and the pylon standard block is the framed structure of rod member welding, and the height of standard block is more than 2m, and the length of side is generally also about 2m.Standard block single-unit quality is heavy, the standard block volume is large, the traffic requirements full size vehicle, and carrying needs elevator machinery, and on-the-spot bolt or the pin of using connects.
At present the cantilever of tower crane generally is designed to the truss structure of rod member welding, and the tower crane of different model is along with hoisting capacity is different with boom reach, and the length of cantilever has tens meters not wait to up to a hundred meters.The cantilever quality is several tons or tens tons, according to the overlength Transportation Organization, needs full size vehicle during transportation, and carrying needs elevator machinery, and on-the-spot bolt or the pin of using connects.
Existing tower crane adopts welded structure, the single-piece quality is large, maintenance cost is high, in addition, tower crane standard block and the cantilever of different model are diversified in specifications, the type steel model that uses is also different, and the tower crane of different model needs different manufacturing process and matching tooling, makes and organizes comparatively complexity.
Simultaneously, tower crane standard block and cantilever elementary cell contour dimension is large, quality is large, transportation is inconvenient with carrying, and transportation is high with landed cost.In the mountain area or the poor area of road engineering factor use and be restricted.
Secondly, tower crane standard block and cantilever elementary cell are welded structure, when the situation such as indivedual Deformation Member, damages occurring in transportation, carrying and use procedure, can only change whole unit, and maintenance cost is high.
Moreover tower crane standard block and cantilever elementary cell are welded structure, weld defect occurs easily, affect service life, have reduced and have repeated the number of times that assembly unit is used.Have emergentness because welding destroys, occur easily because member and weld fatigue destroy the safety misadventure that causes in use procedure.
The utility model content
The purpose of this utility model is to provide a kind of space truss tower crane, take solve in the prior art because of tower crane standard block and cantilever elementary cell as welded structure in transportation, carrying and use procedure in case the situations such as indivedual Deformation Member, damages occur, just can only change whole unit and cause the high problem of maintenance cost.
For achieving the above object, the utility model adopts following technical scheme: a kind of space truss tower crane, comprise that pylon and rotation are assemblied in the cantilever of pylon upper end, described pylon and cantilever are assembled by elementary cell, described elementary cell comprises that four of extending along the length direction of pylon or cantilever occupy leading role's steel of position of four ribs of four-prism, two adjacent elementary cells fixedly are bolted together by corresponding removable between both leading role's steel, the removable dowel that is fixed with between an end of one in adjacent two leading role's steel on arbitrary side of four-prism of each elementary cell and the other end of another root, be on any side of four-prism and the straight line at two adjacent dowel places intersects, be in the removable support angle steel that is fixed with in outer end of two leading role's steel on any side of four-prism of the elementary cell of outer end, the removable support angle steel that is fixed with between two splice point of the leading role's steel on arbitrary side of four-prism of two adjacent elementary cells.
Leading role's steel of per two adjacent elementary cells is removable fixing by four pairs of connecting panels respectively, two connecting panels of every pair of connecting panel are all mutually vertical and be on two adjacent sides of four-prism, two elementary cells are mutual corresponding two leading role's steel removable two ends that are fixed on a pair of connecting panel outside respectively in twos, the two ends of corresponding support angle steel are the removable inboard that is fixed on two connecting panels respectively, be in leading role's steel of elementary cell of outer end also by the four pairs of connecting panels and corresponding four removable fixing of support angle steel, be on the external end head of each leading role's steel of elementary cell of outer end and all be fixed with a pair of connecting panel, two terminations supporting angle steel that are in the outer end are separately fixed on two corresponding connecting panels.
All pass through bolts assemblies between described leading role's steel, support angle steel and dowel and the connecting panel.
Pylon of the present utility model and cantilever are assembled by elementary cell, and leading role's steel of elementary cell, dowel and the annexation that supports between the angle steel are removable fixing, that is to say that the utility model was loose mail before assembling, the single-piece quality is little, interchangeability is strong, be conducive to improve the manufacturing process standardization level, be convenient to realize the lean manufacturing.And if in transportation or use procedure, rod member occurs and damage, can change the plane framework maintenance by on-the-spot, reduce owing to become section to change a wasting of resources that causes, save service expenditure.And because single-piece quality and institute's duty are all less, can realize the transportation of Container Transport or containerization, can or lack in the situation of large-scale handling machinery in the transportation difficulty, rely on manually carry and assembly unit fully, save transportation and trucking expenses.
Description of drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is in leading role's steel, the dowel on side of four-prism and the mounting structure scheme drawing that supports angle steel among Fig. 1;
Fig. 3 is the perspective view of standard knot of the present utility model.
The specific embodiment
A kind of embodiment of space truss tower crane, in Fig. 1, Fig. 2 and Fig. 3, the lower end of its pylon 1 fixedly is assemblied on the basis, ground, the upper end of pylon 1 is stretched in the air, be rotatably equipped with cantilever 2 in the upper end of pylon 1, pylon 1 and cantilever 2 in the present embodiment are truss structure, and all are to be formed by the mode of multistage elementary cell by assembly unit.In the present embodiment, pylon 1 is identical with the structure of the elementary cell of cantilever 2, and the erection method between both elementary cells is also identical.Elementary cell has four leading role's steel 3 that are parallel to each other, four leading role's steel 3 occupy respectively the position of four ribs of a four-prism, the bearing of trend of leading role's steel 3 is with its corresponding pylon or the bearing of trend of cantilever is identical, two adjacent elementary cells are bolted together by the connection of the correspondence between both leading role's steel, also just say, leading role's steel of each elementary cell is corresponding the connection successively, is spliced into four rod members corresponding with pylon or cantilever that be parallel to each other.Leading role's steel 3 of two adjacent elementary cells is assembled together by four pairs of connecting panels 4, two fishplate bars in the every pair of connecting panel are all mutually vertical and be in two adjacent sides of four-prism, four pairs of connecting panels 4 are in respectively four junctions of leading role's steel of two adjacent elementary cells, and two mutual four corresponding leading role's steel of elementary cell are respectively by the removable two ends that are fixed on corresponding a pair of connecting panel 4 outsides of bolt.Be provided with four in the junction of two elementary cells and support angle steel 5, these four support angle steel are in respectively on arbitrary side of four-prism, and are connected between two splice point of four root leading role steel on the face that is in four-prism.Two ends of supporting angle steel 5 are separately positioned on two leading role's steel junctions on the side that two elementary cells are in four-prism, and the two ends of supporting angle steel 5 are bolted on respectively the inboard of corresponding two connecting panels 4.
The outer end of four leading role's steel 3 that is in the elementary cell of outer end is fixed with respectively a connecting panel 4, support and connection have the four support angle steel 5 of four sides on year that are in respectively four-prism between four connecting panels 4, four leading role's steel 3 that are in the elementary cell of outer end are fixed with the outside of corresponding two connecting panels 4 by bolt respectively, the corresponding two ends of supporting angle steel 5 are bolted with the inboard of two connecting panels 4 respectively, and four of junction that are in two adjacent standards support angle steel and surround a rectangle frame.
An elementary cell between two leading role's steel 3 on any side of four-prism, be connected with dowel 6, dowel 6 is Z-shaped with corresponding two leading role's steel, 3 formations, one end of dowel 6 is bolted on the connecting panel at corresponding leading role's steel 3 one end places, the other end of dowel 6 is bolted on the connecting panel at corresponding another root leading role steel 3 other end places, and dowel 6 is in corresponding leading role's steel with connecting panel and links to each other with supporting the part between the angle steel.Be on any side of four-prism and the straight line at dowel 6 places of two adjacent elementary cells intersects.
Leading role's steel in the present embodiment, support angle steel and dowel all are fixed together by bolt is removable, also can be fixed together by pin is removable.
The junction of the leading role's steel among this city embodiment, support angle steel and dowel all is provided with connecting panel, also can connecting panel be set, directly interconnects.

Claims (3)

1. space truss tower crane, comprise that pylon and rotation are assemblied in the cantilever of pylon upper end, it is characterized in that: described pylon and cantilever are assembled by elementary cell, described elementary cell comprises that four of extending along the length direction of pylon or cantilever occupy leading role's steel of position of four ribs of four-prism, two adjacent elementary cells fixedly are bolted together by corresponding removable between both leading role's steel, the removable dowel that is fixed with between an end of one in adjacent two leading role's steel on arbitrary side of four-prism of each elementary cell and the other end of another root, be on any side of four-prism and the straight line at two adjacent dowel places intersects, be in the removable support angle steel that is fixed with in outer end of two leading role's steel on any side of four-prism of the elementary cell of outer end, the removable support angle steel that is fixed with between two splice point of the leading role's steel on arbitrary side of four-prism of two adjacent elementary cells.
2. space truss tower crane according to claim 1, it is characterized in that: leading role's steel of per two adjacent elementary cells is removable fixing by four pairs of connecting panels respectively, two connecting panels of every pair of connecting panel are all mutually vertical and be on two adjacent sides of four-prism, two elementary cells are mutual corresponding two leading role's steel removable two ends that are fixed on a pair of connecting panel outside respectively in twos, the two ends of corresponding support angle steel are the removable inboard that is fixed on two connecting panels respectively, be in leading role's steel of elementary cell of outer end also by the four pairs of connecting panels and corresponding four removable fixing of support angle steel, be on the external end head of each leading role's steel of elementary cell of outer end and all be fixed with a pair of connecting panel, two terminations supporting angle steel that are in the outer end are separately fixed on two corresponding connecting panels.
3. space truss tower crane according to claim 2 is characterized in that: all pass through bolts assemblies between described leading role's steel, support angle steel and dowel and the connecting panel.
CN 201220554346 2012-10-26 2012-10-26 Space truss tower crane Expired - Fee Related CN202848922U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220554346 CN202848922U (en) 2012-10-26 2012-10-26 Space truss tower crane

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220554346 CN202848922U (en) 2012-10-26 2012-10-26 Space truss tower crane

Publications (1)

Publication Number Publication Date
CN202848922U true CN202848922U (en) 2013-04-03

Family

ID=47980142

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220554346 Expired - Fee Related CN202848922U (en) 2012-10-26 2012-10-26 Space truss tower crane

Country Status (1)

Country Link
CN (1) CN202848922U (en)

Similar Documents

Publication Publication Date Title
CN202755634U (en) Suspension type operational platform
CN201580914U (en) Monospar trackless combination gantry crane
CN202848923U (en) Space truss tower crane convenient to maintain
CN202848881U (en) Space truss portal crane
CN202704880U (en) Plane truss tower crane
CN203113883U (en) Auxiliary installation system for assembling tower by helicopter
CN202864744U (en) Space truss type tower crane
CN202913357U (en) Conveniently maintained space truss bridge erecting machine
CN202912594U (en) Tower crane
CN202848922U (en) Space truss tower crane
CN103437283A (en) Hanging basket truss fast to assemble
CN202575714U (en) Plane truss portal crane
CN202718041U (en) Plane truss bridge girder erection machine
CN202704892U (en) Tower crane convenient to maintain
CN202687812U (en) Tower crane
CN202849953U (en) Space trussed type bridge girder erection machine
CN202848879U (en) Space truss type portal crane
CN202529748U (en) Plane truss tower crane
CN202848880U (en) Space truss portal crane convenient to maintain
CN202558502U (en) Plane-truss-type tower-type crane
CN202704834U (en) Portal crane with plane truss
CN105932191A (en) Battery fixing device and electric vehicle
CN202687784U (en) Planar truss type gantry crane
CN202849946U (en) Bridge girder erection machine of space truss
CN202688895U (en) Plane truss type bridging machine

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
ASS Succession or assignment of patent right

Owner name: BEIJING KERUI ANBANG TECHNOLOGY CO., LTD.

Free format text: FORMER OWNER: XINXIANG KERUI HEAVY MACHINERY TECHNOLOGY CO., LTD.

Effective date: 20141226

C41 Transfer of patent application or patent right or utility model
COR Change of bibliographic data

Free format text: CORRECT: ADDRESS; FROM: 453400 XINXIANG, HENAN PROVINCE TO: 100000 SHIJINGSHAN, BEIJING

TR01 Transfer of patent right

Effective date of registration: 20141226

Address after: 100000, No. 8, building 30, Shijingshan District Hing Street, Beijing

Patentee after: Beijing Kerui Anbang Technology Co., Ltd.

Address before: The western part of Changyuan County, Xinxiang City People's road 453400 in Henan Province

Patentee before: Xinxiang Kerui Heavy Machinery Technology Co., Ltd.

EXPY Termination of patent right or utility model
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130403

Termination date: 20151026