[go: up one dir, main page]

CN201031113Y - Column crane type mast section - Google Patents

Column crane type mast section Download PDF

Info

Publication number
CN201031113Y
CN201031113Y CNU2007200215278U CN200720021527U CN201031113Y CN 201031113 Y CN201031113 Y CN 201031113Y CN U2007200215278 U CNU2007200215278 U CN U2007200215278U CN 200720021527 U CN200720021527 U CN 200720021527U CN 201031113 Y CN201031113 Y CN 201031113Y
Authority
CN
China
Prior art keywords
standard knot
web member
rigid frame
tower crane
main limb
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
CNU2007200215278U
Other languages
Chinese (zh)
Inventor
王积永
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.)
SHANDONG FUYOU CO Ltd
Original Assignee
SHANDONG FUYOU 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 SHANDONG FUYOU CO Ltd filed Critical SHANDONG FUYOU CO Ltd
Priority to CNU2007200215278U priority Critical patent/CN201031113Y/en
Application granted granted Critical
Publication of CN201031113Y publication Critical patent/CN201031113Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Jib Cranes (AREA)

Abstract

A tower crane slice standard knot comprises four individual L-shaped rigid frames which are connected together through a linking hole bolt to form a standard knot. Each L-shaped rigid frame comprises a main branch (1), connecting covers (6) fixedly arranged on the upper-and-lower ends of the main branch (1), a diagonal web member (3), a horizontal web member (2), a connecting board (5) and a vertical rod (4), wherein the main branch (1) is fixedly connected with at least one horizontal web member (2) and one diagonal web member (3), and one end of the horizontal web member (2) and one end of the diagonal web member (3) which are not connected with the main branch both have one connecting board (5) which is connected with another connecting board (5) through a linking hole bolt in a position corresponding to the main branch in another L-shaped rigid frame. The structure brings simpleness on the standard knot, easiness on transportation, and convenience on detaching, and in the meantime reduces the weight of the whole structure without affecting the structural strength or normal use of the crane.

Description

A kind of tower crane chip standard knot
Technical field:
The utility model belongs to the elevator machinery field, is specifically related to a kind of tower crane chip standard knot.
Background technology:
Tower crane generally is to be formed by connecting by the body of the tower standard knot, standard knot is force structure parts the most key on the hoisting crane, at first it will bear up the load that work load, the body of the tower topside deadweight of heavy-duty machine brought, the load that the body of the tower windage is brought, secondly each standard knot weight of also wanting the normal operation of support tower body structure and lifting by crane thing in working order the time; And the while is along with the continuous rising of building, hoisting crane also will increase, therefore constantly to increase the load that like this standard knot will be born increasing for the quantity of standard knot, this just requires standard knot also to require standard knot can in time replace where necessary simultaneously by enough intensity, rigidity stability and tensile strength.
Existing standard knot is generally complete standard knot, both sides up and down at each main limb of standard knot all have the bindiny mechanism that cooperatively interacts, be connected when mounted or be aided with other connecting devices and get final product, adopt the standard knot of this structure, though on structural strength, can be guaranteed but because it is an integral structure, volume comparatively bothers when transportation more greatly, can only transport several standard knots and as easy as rolling off a log extruding the in transportation at every turn, cause the distortion of standard knot, make the tower crane can't installation forming, but but destroyed its single-piece structural strength though some small distortion is difficult for discovering, very likely brought bigger danger after the installation to use.Though split type standard knot is arranged now, but its joint with save between be connected and can't meet the requirements of structural strength and must install articulamentum and standard knot structural strength additional in order to guarantee to make up, installed the support cant beam at middle part additional, so just strengthened the overall weight of tower crane, be unfavorable for that its use has aborning also increased simultaneously production cost and difficulty.
Summary of the invention
The problems the utility model that exists at prior art provides a kind of tower crane chip standard knot, is made up of several slice structures, and is more or less freely when convenient transportation simple in structure and dismounting.
The utility model is by the following technical solutions: tower crane chip standard knot by four Pin independently L type rigid frame form, four Pin L type rigid frames are formed a standard knot by the articulation hole bolted connection together.Each L type rigid frame is made up of main limb, the adapter sleeve that is fixedly mounted on main limb upper and lower side, diagonal web member, horizontal web member, connecting panel and montant, be fixedly connected with at least one horizontal web member and at least one diagonal web member on the main limb, horizontal web member and diagonal web member with on main limb bonded assembly one end all do not have connecting panel, connecting panel on this connecting panel and the another one L type rigid frame master limb relevant position is by the articulation hole bolted connection, and horizontal web member is captiveed joint by montant with the end that diagonal web member has connecting panel.
Owing to adopted the articulation hole bolted connection, resist shearing with regard to the structure that utilizes the articulation hole bolt like this, most importantly be connected to compare with the employing bearing pin and limited moving axially between each parts, make integrality performance of the structure good than existing connection mode, anti-fatigue ability is strong.Link to each other with the main limb that the relevant position has connecting panel owing to all be connected with diagonal web member and its on each L type rigid frame, so just strengthened the structural strength of chip standard knot, the overall weight that has reduced standard knot simultaneously helps the stability of complete machine.Structurally increase horizontal web member and so just guaranteed the stability of standard knot after being connected, do not need to add again other horizontal surface stabilizing device, simultaneously in order to guarantee that deformation does not take place rigid frame integral body in transportation, an end that has connecting panel at horizontal web member and diagonal web member adopts montant to captive joint, deformation can not take place in the rigidity that has so just guaranteed whole rigid frame, has made things convenient for the transportation of chip rigid frame.
Establish at least one horizontal hound in standard knot end face or the bottom surface formed, so just solved the not enough problem of chip body of the tower rigidity, for more convenient installation hound, can be at the inboard fixed installation of the main limb otic placode of each adapter sleeve position of standard knot, so just hound can be installed on the main limb of standard knot by bolt or bearing pin or other connection mode, in order to reach best stablizing effect, can hound all be installed in the standard knot end face and the bottom surface of each composition.
Connect with high strength bolt by the adapter sleeve that is installed in main limb upper and lower side between the chip standard knot that adopts L type rigid frame to form, so just than the existing structural weight that adopts the stirrup ways of connecting to reduce tower crane whole, the load that has alleviated tower crane is simultaneously because what use is that the parts of standard can be with the high strength bolt of buying easily on the market, so just do not need the special-purpose attaching parts of processing separately, reduced the cost of enterprise.
Adopt tower crane chip standard knot of the present utility model, following benefit arranged: once be taken up an area of when having adopted slice structure to make like this stack to store little; The 2nd and since when having adopted the bolt of gauge member so just to make dismounting more easily, made things convenient for the service life of secondary use prolongation standard knot; The 3rd, it is lower to be convenient to transportation and expense, is particularly suitable for the sea-freight of long-distance land transportation and ocean, owing to can utilize pallet loading, the effect of its resistant to rust and deformation is very remarkable; The 4th, convenient welding during assembling is made simply, need not use whole frock to use.
Description of drawings
Fig. 1 is the structural representation of L type rigid frame;
Fig. 2 is the right elevation of Fig. 1;
Fig. 3 is the birds-eye view of Fig. 1;
Fig. 4 is the structural representation of chip standard knot described in the utility model;
Fig. 5 is the birds-eye view of Fig. 4;
Fig. 6 is the cutaway view Amplified image of A-A.
1 is main limb in the accompanying drawing, and 2 is horizontal web member, and 3 is diagonal web member, and 4 is montant, and 5 is connecting panel, and 6 is adapter sleeve, and 7 is horizontal hound, and 8 is the articulation hole nut, and 9 is the articulation hole bolt, and 10 is otic placode.
The specific embodiment
Tower crane chip standard knot, by four Pin independently L type rigid frame form, all form a standard knot between four Pin L type rigid frames by the articulation hole bolted connection together.L type rigid frame is made up of main limb 1, the adapter sleeve 6 that is fixedly mounted on main limb 1 upper and lower side, diagonal web member 3, horizontal web member 2, connecting panel 5 and montant 4, on main limb 1, be fixedly connected with two horizontal web members 2 and two diagonal web members 3 respectively, horizontal web member 2 and diagonal web member 3 with on main limb bonded assembly one end all do not have connecting panel 5, and this connecting panel is connected by articulation hole bolt 9 with connecting panel 5 on the another one L type rigid frame master limb relevant position.
Horizontal web member 2 with relevant position on the four Pin L type rigid frames during assembling is connected by connecting panel in turn with the main limb of diagonal web member 3 with another Pin L type rigid frame, use the articulation hole bolt with the fixing standard knot of forming between it, respectively establish a horizontal hound 7 at standard knot end face and bottom surface, horizontal hound is connected with standard knot by the inboard hard-wired otic placode of the main limb of adapter sleeve position, generally adopts bolt that otic placode and horizontal hound are linked together to strengthen the stability of whole standard knot; When the chip standard knot is assembled into the hoisting crane body of the tower, will saves with joint by the adapter sleeve 6 usefulness high strength bolts that are installed in main limb 1 upper and lower side and link together and get final product.
In order to make whole standard knot more stable, the captive joint when producing L type rigid frame generally uses the method for welding, and can be in the position of weld with strengthening steel plate additional strengthening intensity when welding; Because tower crane can raise with the rising of building, therefore on the main limb of each L type rigid frame, also be fixedly connected with pedal, make things convenient for the lifting voluntarily of tower crane.

Claims (4)

1. tower crane chip standard knot, by four Pin independently L type rigid frame form, it is characterized in that: all form a standard knot between four Pin L type rigid frames by the articulation hole bolted connection together.
2. tower crane chip standard knot according to claim 1, it is characterized in that: each L type rigid frame is by main limb (1), be fixedly mounted on the adapter sleeve (6) of main limb (1) upper and lower side, diagonal web member (3), horizontal web member (2), connecting panel (5) and montant (4) are formed, be fixedly connected with at least one horizontal web member (2) and at least one diagonal web member (3) on the main limb (1), horizontal web member (2) and diagonal web member (3) with on main limb bonded assembly one end all do not have connecting panel (5), and the connecting panel (5) on this connecting panel and the another one L type rigid frame master limb relevant position is by the articulation hole bolted connection.
3. tower crane chip standard knot according to claim 1 and 2 is characterized in that: the chip standard knot connects with high strength bolt by the adapter sleeve (6) that is installed in main limb (1) upper and lower side.
4. tower crane chip standard knot according to claim 1 and 2 is characterized in that: establish at least one horizontal hound (7) in chip standard knot end face or the bottom surface formed.
CNU2007200215278U 2007-04-29 2007-04-29 Column crane type mast section Expired - Fee Related CN201031113Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2007200215278U CN201031113Y (en) 2007-04-29 2007-04-29 Column crane type mast section

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2007200215278U CN201031113Y (en) 2007-04-29 2007-04-29 Column crane type mast section

Publications (1)

Publication Number Publication Date
CN201031113Y true CN201031113Y (en) 2008-03-05

Family

ID=39163007

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2007200215278U Expired - Fee Related CN201031113Y (en) 2007-04-29 2007-04-29 Column crane type mast section

Country Status (1)

Country Link
CN (1) CN201031113Y (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102581579A (en) * 2012-03-30 2012-07-18 湖南衡利重工机械有限公司 Process for producing standard sections of tower cranes
CN104439979A (en) * 2014-12-10 2015-03-25 山东大汉建设机械有限公司 Plate type standard knot machining technology
CN104444855A (en) * 2014-11-12 2015-03-25 重庆倍精科技研发有限公司 Tower crane frame
CN104495640A (en) * 2014-11-11 2015-04-08 浙江德清华杨科技有限公司 Assembly-type standard knot
CN107010547A (en) * 2017-05-09 2017-08-04 徐州建机工程机械有限公司 A kind of tower crane New card nodule structure

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102581579A (en) * 2012-03-30 2012-07-18 湖南衡利重工机械有限公司 Process for producing standard sections of tower cranes
CN102581579B (en) * 2012-03-30 2014-01-15 湖南衡利重工机械有限公司 Process for producing standard sections of tower cranes
CN104495640A (en) * 2014-11-11 2015-04-08 浙江德清华杨科技有限公司 Assembly-type standard knot
CN104444855A (en) * 2014-11-12 2015-03-25 重庆倍精科技研发有限公司 Tower crane frame
CN104439979A (en) * 2014-12-10 2015-03-25 山东大汉建设机械有限公司 Plate type standard knot machining technology
CN104439979B (en) * 2014-12-10 2017-02-22 王智超 Plate type standard knot machining technology
CN107010547A (en) * 2017-05-09 2017-08-04 徐州建机工程机械有限公司 A kind of tower crane New card nodule structure

Similar Documents

Publication Publication Date Title
CN201031113Y (en) Column crane type mast section
CN201664691U (en) Universal rolling mill with high rigidity and short stress
CN201031114Y (en) Column crane type mast section
CN102616279A (en) Semitrailer frame and semitrailer employing same
CN204750295U (en) Prevent spouting and repair special transport vechicle subframe of well equipment
CN110712682B (en) Vehicle frame structure
CN203173749U (en) Assembled integral type vertical self-jacking device of hydraulic double-type crane tower
CN103466472A (en) Auxiliary arm system and crawler crane
CN205151548U (en) Hoist compensating beam and hoist
CN202986728U (en) Rear balance suspension system of heavy-duty automobile
CN201386252Y (en) A temporary connection device for the bottom plate of steel box girder section of suspension bridge
CN2885810Y (en) K-shape web-member assembling type rapid-installation tower section
CN201082850Y (en) Crawler crane main boom head
CN201952137U (en) Combined transition arm support
CN201678344U (en) Layout structure of elevator tractor
CN201300762Y (en) Hydraulic cylinder connecting seat
CN201386253Y (en) A Temporary Connection Device for the Roof of a Steel Box Girder Segment of a Suspension Bridge
CN202704880U (en) Plane truss tower crane
CN201012879Y (en) Single-beam crane
CN202164549U (en) Single-girder bridge erecting machine
CN201105946Y (en) Main girder of single-beam crane
CN202243660U (en) Frame-type chassis for four-wheel farm vehicle
CN218174436U (en) Novel auxiliary beam of lorry-mounted crane truck
CN202687784U (en) Planar truss type gantry crane
CN215752628U (en) Lower frame wood pulling device connecting mechanism suitable for forestry excavator

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

Granted publication date: 20080305

Termination date: 20160429