CN201183723Y - Construction tower crane length adjustable circular tube type adhering bar - Google Patents

Construction tower crane length adjustable circular tube type adhering bar Download PDF

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Publication number
CN201183723Y
CN201183723Y CNU200820026055XU CN200820026055U CN201183723Y CN 201183723 Y CN201183723 Y CN 201183723Y CN U200820026055X U CNU200820026055X U CN U200820026055XU CN 200820026055 U CN200820026055 U CN 200820026055U CN 201183723 Y CN201183723 Y CN 201183723Y
Authority
CN
China
Prior art keywords
rod
bar
attachment bar
leading screw
length
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
CNU200820026055XU
Other languages
Chinese (zh)
Inventor
刘世玉
朱栋梁
杨波
王德强
谭永刚
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 JINTA CONSTRUCTION CO Ltd
Original Assignee
SHANDONG JINTA 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 SHANDONG JINTA CONSTRUCTION CO Ltd filed Critical SHANDONG JINTA CONSTRUCTION CO Ltd
Priority to CNU200820026055XU priority Critical patent/CN201183723Y/en
Application granted granted Critical
Publication of CN201183723Y publication Critical patent/CN201183723Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a length-adjustable circular tube type attachment bar for a building tower crane, which belongs to a building tower crane attachment device applied in the building construction field. The attachment bar comprises an attachment bar body, adjusting screws and a connecting corehead, wherein, one end of the attachment bar body is connected with one adjusting screw, and the other end of the adjusting screw is connected with the connecting conical head; the attachment bar is characterized in that the attachment bar body (4) adopts a multi-section combination type, two ends of each section of the attachment bar body is welded with flanges (1), and the attachment bar body (4) is combined into a whole with an inner lining-pipe (7) which is positioned in the welded flanges (1) and welded with a gasket (3) by the flanges (1) and high-strength bolts (2); two ends of the attachment bar body (4) are connected with the connecting conical head (6) through the adjusting screws. The length of the attachment bar can be adjusted in the largest length range, can meet the requirements at the construction site, has the advantages of simple structure, easy machining, simple and practical site installation, convenient use, repeated use, and the like.

Description

The adjustable tubular type of building tower captain's degree adheres to bar
Technical field
The adjustable tubular type of building tower captain's degree adheres to bar, belongs to the realm of building construction tower machine attachment device.
Background technology
In the industrial civil building construction, the tower machine is indispensable heavy mechanical equipment.Tower machine type is multiple, and the bar that adheres to of tower machine is generally truss-like and circular pipe type, wherein circular pipe type to adhere to bar the most common, the quantity of such tower machine is also the hugest.The position of foundation for tower crane is subjected to foundation position, form and the size of building, multiple factor affecting such as the architectural composition of building, version and overall dimensions, its position can only be determined with on-site actual situations, the uncertainty that this has just caused the tower machine to adhere to pole length.Design and manufacturer as the tower machine, a kind of tower machine of model only provides a kind of standard to adhere to bar, this adheres to club shaft length fixes, and there only have the less leading screw of adjusting range to make this standard adhere to the length adjustment scope of bar as micro-adjusting mechanism to be less, uses limitation bigger.Adhering to when the tower machine is used in the camp site that adjustable-length that in a single day pole length exceed gauge member can only order to the manufacturer of tower machine can not the nonstandard bar that adheres to of general-duty.Above content has caused adhering to the repetition process and remould or the discarded in a large number phenomenon of material of bar.A kind of flexible bar that adheres to is also arranged by adjusting inside and outside pole length and adhering at present with bar inside and outside the lock clasp, this degree of utilization that adheres to comparatively heavy difficult transportation, material low and in case inside and outside bar deform, to be difficult to realize the relative position adjustment of inside and outside bar, thereby be difficult for promoting.
The utility model content
The technical problems to be solved in the utility model is: overcome the problem that prior art exists, design a kind of can being implemented in than adjustable in the length scope, as can the to satisfy the camp site needs adjustable tubular type of building tower captain degree and adhering to bar according to the requirement of camp site.
The technical scheme that its technical matters that solves the utility model adopts is: the adjustable tubular type of this building tower captain's degree adheres to bar, comprise the body of rod, adjust leading screw, connect conehead, the body of rod one end connects adjusts leading screw, adjust the leading screw other end and connect conehead in succession, it is characterized in that: the body of rod is multi-section combined, every section equal welded flange in body of rod two ends, the multistage body of rod is fixed as one by the high strength bolt combination by flange and the internal lining pipe that places in the flange middle part to be welded with pad, and body of rod two ends all connect conehead in succession by adjusting leading screw.
Every section body of rod is not isometric, and the shortest is to adjust the length-adjustable twice of leading screw, and all the other are for adjusting the length-adjustable two-fold integral multiple of leading screw.
The cross-sectional plane of the body of rod can be made as a kind of in circular or square or the triangle tubing, and flange can be made as a kind of in collar plate shape or square or the triangle.
For the pole length setting range is adhered in increase, adhere to former that bar is split as the multi-section compound rod that meets certain modulus and at each compound rod two ends welded flange, adopt high strength bolt to connect compound rod.
For eliminating the weak link of flange connections, add the internal lining pipe that is welded with pad at each flange connections, the internal lining pipe cross section resistance moment of choosing is not less than body of rod tubing cross section resistance moment, realizes flange connections two-fold bending resistance effect; But the relative position of welding gasket secure liner pipe and flange on the internal lining pipe guarantees the effective of reinforcement measure.
Adhering to bar processing and fabricating technology is common prior art, by industry technical personnel is grasped.
The essential accessory that adheres to bar is for having sharply tuned adjustment leading screw, connecting conehead, internal lining pipe, optional accessory is that the length body of rod that meets modulus is (when whole rod member is used, the integral body that connects conehead, adjustment leading screw composition is the essential accessory that connects tower machine and building, what and length of the body of rod are to determine with the demand at scene, on-the-spot words that need even can be without the body of rod, when being optional accessory, internal lining pipe is essential, because being applied to that I haven't seen you for ages and a flange occurring of the whole body of rod connects, all must add an internal lining pipe) as long as flange bonded assembly place occurs; The adjusting range of essential accessory and body of rod length meet modulus, form by connecting conehead, adjustment leading screw, pipe and flange; Optional number of fitting parts is decided on user's request, but each section body of rod length should be the integral multiple of adjusting the leading screw adjusting range, is made up of pipe and flange; All accessories are steel spare.
Principle of work
Adhere to the stressed ultimate limit state of bar during according to tower machine normal operation, by mechanical analysis with calculate the specification determine to adhere to bar, flange, high strength bolt and internal lining pipe, when adhering to bar mobile jib length, adhere to bar stability and be better than the bar that adheres under the limiting length less than limiting length; Determine each compound rod length according to statistics; Determine the flange position of weld according to the structure of adhering to bar, for the relative position of secure liner pipe and flange vertically is provided with pad in the centre at internal lining pipe; Flange with take firm twice weld seam being connected of other members; Flange connects is convenient to adhere to bar dismounting and quality inspection, realizes that turnover is used easily.
Compared with prior art, the adjustable tubular type of building tower captain degree of the present utility model adheres to the beneficial effect that bar has and is: can be according to the requirement of camp site, be implemented in than adjustable in the length scope, can satisfy the camp site needs.Have simple in structure, be easy to processing, on-site installation is simple, easy to use, can realize that turnover uses, transportation is convenient, remarkable in economical benefits; Connection mode is the flange high strength bolt and connects, and the quality of connection inspection method is simple, and quality is easy to guarantee; Advantages such as the easy loss parts that adhere to bar are high strength bolt, and the use limitation of bar is adhered in traditional relatively special use, and waste of material is minimum.
Description of drawings
Fig. 1 is a structural representation of the present utility model;
Fig. 2 is the A-A cross-sectional schematic of Fig. 1;
Fig. 3 is the structural representation of internal lining pipe.
Fig. 1-the 3rd, most preferred embodiment of the present utility model, wherein: 1 flange, 2 high strength bolts, 3 pads, 4 bodies of rod, 5 are adjusted leading screw, 6 and are connected conehead, 7 internal lining pipes.
The specific embodiment
Below 1-3 in conjunction with the accompanying drawings being adhered to bar to the adjustable tubular type of building tower captain degree of the present utility model is described further:
With reference to Fig. 1-3
After the specification of each parts such as at first definite body of rod 4, flange 1, high strength bolt 2 and internal lining pipe 7 is also determined respectively to adhere to pole length, to connect that conehead 6 welds with flange 1 with flange 1, each section body of rod 4, internal lining pipe 7 welds with pad 3, finish assembling before material prepare.
The internal lining pipe 7 that has welded pad 3 placed connect in the conehead 6, right with 4 groups of the bodies of rod of need usefulness, with high strength bolt 2 butt flanges 1 and to finish high strength bolt 2 fastening.
The internal lining pipe 7 that has welded pad 3 is placed in the pole body 4, right with 4 groups of other pole bodies of needs, connect and finish the fastening of high strength bolt 6 with high strength bolt 2.
The whole bar that adheres to is finished assembling.
The modulus of adjusting leading screw adjusting range and each body of rod 4 length is not unique.
When the user determine to need with adhere to pole length after, choose two of adhering to bar and connect coneheads and adjust leading screws, choose one or more snippets and adhere to bar and assemble, adhere to pole length with the adjustment leading screw fine setting of adhering to the bar two ends, reach user's Len req accurately.
The adjustable tubular type of this building tower captain's degree adhere to bar can with minimum length be to adhere to bar not use combination and adjust the state that leading screw does not extend, maximum usable length be adhere to bar can with the maximum adjusting range length sum that sum+all bodies of rod 4 are combined of minimum length+two adjustment leading screw, the random length in minimum length available and maximum usable length interval all can realize.

Claims (3)

1, the adjustable tubular type of building tower captain's degree adheres to bar, comprise the body of rod, adjust leading screw, connect conehead, the body of rod one end connects adjusts leading screw, adjust the leading screw other end and connect conehead in succession, it is characterized in that: the body of rod (4) is for multi-section combined, the equal welded flanges in every section body of rod (4) two ends (1), the multistage body of rod (4) is fixed as one by high strength bolt (2) combination by flange (1) and the internal lining pipe (7) that places middle part in the flange (1) to be welded with pad (3), and the body of rod (4) two ends all connect conehead (6) in succession by adjustment leading screw (5).
2, the adjustable tubular type of building tower captain degree according to claim 1 adheres to bar, and it is characterized in that: every section body of rod (4) is not isometric, and the shortest is to adjust the length-adjustable twice of leading screw, and all the other are for adjusting the length-adjustable two-fold integral multiple of leading screw.
3, the adjustable tubular type of building tower captain degree according to claim 2 adheres to bar, it is characterized in that: the cross-sectional plane of the body of rod (4) can be made as a kind of in circular or square or the triangle tubing, and flange (1) can be made as a kind of in collar plate shape or square or the triangle.
CNU200820026055XU 2008-07-18 2008-07-18 Construction tower crane length adjustable circular tube type adhering bar Expired - Fee Related CN201183723Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU200820026055XU CN201183723Y (en) 2008-07-18 2008-07-18 Construction tower crane length adjustable circular tube type adhering bar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU200820026055XU CN201183723Y (en) 2008-07-18 2008-07-18 Construction tower crane length adjustable circular tube type adhering bar

Publications (1)

Publication Number Publication Date
CN201183723Y true CN201183723Y (en) 2009-01-21

Family

ID=40271459

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU200820026055XU Expired - Fee Related CN201183723Y (en) 2008-07-18 2008-07-18 Construction tower crane length adjustable circular tube type adhering bar

Country Status (1)

Country Link
CN (1) CN201183723Y (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU181018U1 (en) * 2017-10-17 2018-07-03 федеральное государственное бюджетное образовательное учреждение высшего образования "Южно-Российский государственный политехнический университет (НПИ) имени М.И. Платова" Support post

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU181018U1 (en) * 2017-10-17 2018-07-03 федеральное государственное бюджетное образовательное учреждение высшего образования "Южно-Российский государственный политехнический университет (НПИ) имени М.И. Платова" Support post

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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: 20090121

Termination date: 20170718