CN211839648U - Top support device and auxiliary correction device of crane girder - Google Patents

Top support device and auxiliary correction device of crane girder Download PDF

Info

Publication number
CN211839648U
CN211839648U CN202020141600.0U CN202020141600U CN211839648U CN 211839648 U CN211839648 U CN 211839648U CN 202020141600 U CN202020141600 U CN 202020141600U CN 211839648 U CN211839648 U CN 211839648U
Authority
CN
China
Prior art keywords
base
girder
shore
plate
tripod
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.)
Active
Application number
CN202020141600.0U
Other languages
Chinese (zh)
Inventor
徐磊
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN202020141600.0U priority Critical patent/CN211839648U/en
Application granted granted Critical
Publication of CN211839648U publication Critical patent/CN211839648U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

The utility model discloses a jacking ware and supplementary orthotic devices of hoist girder, the jacking ware is used for keeping away from the direction jack-up of girder with the steel strand wires orientation on the girder, the jacking ware includes the base, toper retaining member and dead lever, the base is used for being fixed in on the girder, one side of keeping away from the girder of base is used for jacking the steel strand wires, the bell mouth has been seted up to the base, the bell mouth shrinks gradually in the direction of keeping away from the girder, toper retaining member adaptation is in the bell mouth, the dead lever is inserted and is located in the toper retaining member, enclose between dead lever and the base and close the restriction passageway that forms restriction steel strand wires. The utility model discloses a shore ware is convenient for install, stability is high, also conveniently dismantles in addition and maintains.

Description

Top support device and auxiliary correction device of crane girder
Technical Field
The utility model relates to an auxiliary assembly technical field of hoisting machinery especially relates to a top supporting device and supplementary orthotic devices of hoist girder.
Background
The crane is generally applied to industrial and mining enterprises at home and abroad, and the camber of the main beam is an important technical index of the crane according to the requirements of national relevant standards. GB/T14405-2011 general bridge crane and GB/T14406-2011 general portal crane stipulate that a crane girder needs to be provided with a certain upper camber value, and the main purposes of the crane girder are to improve the bearing capacity of the crane, improve the stress condition of the girder and resist downward deformation of the girder under the action of load, but the crane is manufactured or used, for example, when a trolley is in a midspan, under the rated load and the influence of factors such as environment and use working conditions, the girder has camber downwarping or side-bending deformation, the trolley gnaws a rail, the trolley climbs a slope, slides and the lifting capacity is reduced to influence normal use, the upper camber value is used as a main parameter of the girder, whether the upper camber value is reasonable and is ensured, and the service life of the crane is directly related. Meanwhile, the oblique pulling and oblique pulling in the using process of the crane can cause the side bending of the main beam and the gnawing of the rail. Therefore, if the main beam is not corrected in time and is downwarped or bent, once a problem occurs, accidents can be caused to endanger the safety of lives and properties.
Chinese patent application No. 201210040871.7, entitled "a crane main beam", discloses a correction device for correcting main beam downward deflection and lateral bending by using a steel strand and a shoring device, wherein the correction device is provided with a pushing structure in the middle of the shoring device, and the specific pushing structure can be a jack or a vertical plate. The defects are as follows: 1. the jack increases the complexity of the jacking device, is inconvenient to install and use, and is easy to cause oil leakage problem when the jack is pressed for a long time, so that the service life of the jacking device is influenced; 2. the vertical plate has poor stability, the actual top support device is difficult to ensure that the middle vertical plate is kept absolutely vertical after being installed, the stress condition of the vertical column is rapidly worsened due to slight inclination, and the vertical plate is easy to bend under huge pressure, so that the correction effect of the correction device is influenced; 3. this patent adopts bolt installation bottom clamp plate, all needs the workman to use spanner adjustment bottom clamp plate when carrying out the girder correction operation at every turn, and is not convenient enough.
SUMMERY OF THE UTILITY MODEL
The to-be-solved technical problem of the utility model is to provide a top supporting device and supplementary orthotic devices of hoist girder to improve the top supporting device and dismantle and install inconvenient technical problem.
In order to solve the technical problem, the utility model discloses a technical scheme does: the utility model provides a top props ware of hoist girder, the top props the ware and is used for keeping away from the direction jack-up of girder with the steel strand wires orientation on the girder, the top props the ware and includes the base, toper retaining member and dead lever, the base is used for being fixed in on the girder, one side of keeping away from the girder of base is used for propping up the steel strand wires, the bell mouth has been seted up to the base, the bell mouth shrinks gradually in the direction of keeping away from the girder, toper retaining member adaptation is in the bell mouth, the dead lever is inserted and is located the toper retaining member, enclose between dead lever and the base and close the restriction.
Optionally, the tapered locking member includes a plurality of engagement portions spaced between the retaining rod and the inner wall of the tapered bore.
Optionally, the tapered locking member further comprises a connecting portion, and the connecting portion sequentially connects the plurality of fitting portions.
Optionally, the connecting portion connects in sequence one end of the plurality of mating portions that is close to the main beam.
Optionally, the tapered retaining member is a conical sleeve.
Optionally, the base includes first board, second board and spud pile, and first board and second board are connected and are formed the tripod, and the one end of tripod encloses with the dead lever and closes and form the restriction passageway, and the opposite end of tripod is used for being connected with the girder, and the spud pile is connected with the tripod, and the bell mouth has been seted up to the spud pile.
Optionally, the base further comprises a set square, the set square is connected with the first plate and the second plate respectively to close the two end openings of the tripod, and the fixing piles are connected with the set square.
Optionally, the base further comprises a base plate connected to an end of the tripod facing the main beam, the base plate being for connection to the main beam.
Optionally, the fixing rod is a U-shaped steel pipe, round steel or steel bar of an integrated structure.
In order to solve the technical problem, the utility model discloses a technical scheme does: an auxiliary straightening device for a main beam of a crane comprises the shoring device of any one of the above items.
The utility model has the advantages that: the top support device comprises a base, a conical locking piece and a fixing rod, wherein the base is used for being fixed on the main beam, and one side of the base, far away from the main beam, is used for supporting the steel strand, so that the steel strand is protruded towards the direction far away from the main beam. The bell mouth has been seted up to the base, and the bell mouth shrinks gradually in the direction of keeping away from the girder to form big end down's cavernous structure, toper retaining member adaptation in the bell mouth, during the dead lever was inserted and is located toper retaining member, encloses between dead lever and the base and closes the restriction passageway that forms restriction steel strand wires, thereby avoids steel strand wires to launch to arbitrary place after the fracture. When the steel strand pressing device is used, the steel strand is pressed by the fixing rod, meanwhile, two ends of the fixing rod are inserted into the conical hole, and the conical locking piece is inserted into the conical hole from the direction far away from the fixing rod and is tightly plugged. Meanwhile, the fixing rod is pressed down as much as possible. Because the conical locking piece is clamped in the conical hole under the action of the conical hole, the fixing rod can only move downwards but cannot move upwards, and therefore the pressing effect is achieved. When the dead lever is normally dismantled to needs, will strike toper retaining member from the one end that the bell mouth is close to the girder earlier, perhaps directly strike the dead lever and make it produce the vibration, let toper retaining member back out the bell mouth, then the dead lever is directly taken out from the bell mouth.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments described in the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
Fig. 1 is a schematic structural view of an auxiliary orthotic device according to an embodiment of the present invention;
fig. 2 is a schematic structural view of a top brace according to an embodiment of the present invention;
fig. 3 is an exploded schematic view of a top brace according to an embodiment of the present invention;
fig. 4 is a schematic cross-sectional view in the direction IV-IV of fig. 2 according to the present invention;
fig. 5 is a partially enlarged schematic view of the region a in fig. 3 according to the present invention.
Detailed Description
In order to make the technical solution of the present invention better understood, the present invention is described in detail below with reference to the accompanying drawings, and the description of the present invention is only exemplary and explanatory, and should not be construed as limiting the scope of the present invention.
It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.
It should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like refer to the orientation or positional relationship shown in the drawings, or the orientation or positional relationship that the utility model is usually placed when in use, and are used for convenience of description and simplification of description, but do not refer to or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first," "second," "third," and the like are used solely to distinguish one from another and are not to be construed as indicating or implying relative importance.
Furthermore, the terms "horizontal", "vertical", "overhang" and the like do not imply that the components are required to be absolutely horizontal or overhang, but may be slightly inclined. For example, "horizontal" merely means that the direction is more horizontal than "vertical" and does not mean that the structure must be perfectly horizontal, but may be slightly inclined.
In the description of the present invention, it should also be noted that, unless otherwise explicitly specified or limited, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Referring to fig. 1 to 4, fig. 1 is a schematic structural diagram of an auxiliary rectification device 100 according to an embodiment of the present invention, fig. 2 is a schematic structural diagram of a top support 10 according to an embodiment of the present invention, fig. 3 is an exploded schematic structural diagram of the top support 10 according to an embodiment of the present invention, and fig. 4 is a schematic sectional diagram of the direction from IV to IV in fig. 2 according to the present invention.
The utility model discloses an auxiliary correction device 100 is used for keeping away from the direction jack-up of girder 200 with steel strand wires 300 orientation on the girder 200 to tightening steel strand wires 300, with auxiliary correction device 100 is promoted in reverse, then auxiliary correction device 100 reversely promotes girder 200, thereby accomplishes the correction work to girder 200.
The utility model discloses an auxiliary rectification device 100 includes shoring device 10. The number of the jacks 10 may be 1, 2, 3, 4, etc.
Specifically, the top support 10 comprises a base 12, a tapered locking member 14 and a fixing rod 16, wherein the base 12 is used for being fixed on the main beam 200, and one side of the base 12 far away from the main beam 200 is used for supporting the steel strand 300, so that the steel strand 300 protrudes in a direction far away from the main beam 200. The base 12 is provided with a tapered hole, the tapered hole gradually shrinks in the direction away from the main beam 200 to form a hole-shaped structure with a small top and a big bottom, the tapered locking member 14 is adapted in the tapered hole, and the shape of the tapered locking member 14 is similar to the shape of the tapered hole in a tapered shape. The fixing rod 16 is inserted into the tapered locking member 14, and a limiting channel for limiting the steel strand 300 is formed between the fixing rod 16 and the base 12, so that the steel strand 300 is prevented from being ejected to any place after being broken.
The working principle of the present embodiment is described below by taking fig. 4 as an example:
in use, the steel strand 300 is pressed by the fixing rod 16 while both ends of the fixing rod 16 are inserted into the tapered holes, and the tapered locking member 14 is inserted into the tapered holes from a direction away from the fixing rod 16 and is tightly stopped. While holding the rod 16 down as much as possible. The tapered locking member 14 is retained in the tapered hole due to the tapered hole, and the fixing rod 16 can only move downwards but not upwards, thereby playing a role in compression. When the fixing rod 16 needs to be normally detached, the tapered locking member 14 is firstly knocked from one end of the tapered hole close to the main beam 200, or the fixing rod 16 is directly knocked to generate vibration, so that the tapered locking member 14 backs up out of the tapered hole, and then the fixing rod is directly taken out of the tapered hole.
The dead lever 16 can be U type steel pipe, round steel, the reinforcing bar of a body structure, or other shaft-like spare, platelike spare, and a body structure can guarantee that dead lever 16 self does not have the crack to prevent self fracture when receiving steel strand wires 300 violent impacts, in addition, the material of dead lever 16 is the steel, and the steel has outstanding deformability and intensity simultaneously.
Referring to fig. 1 to 5, fig. 5 is a partially enlarged schematic view of a region a in fig. 3 according to the present invention.
In one embodiment, tapered retaining member 14 includes a plurality of mating portions 142, and the plurality of mating portions 142 are spaced between securing lever 16 and the inner wall of the tapered bore. The number of the plurality of fitting portions 142 may be two, three, four, and the like. The mating portion 142 may be a tapered needle. Further, the tapered locking member 14 further comprises a connecting portion 144, and the connecting portion 144 sequentially connects the plurality of fitting portions 142, so that the tapered locking member 14 forms a petaloid structure to facilitate the integral assembly and disassembly of the tapered locking member 14. Further, the connecting portion 144, in turn, connects one end of the plurality of mating portions 142 adjacent to the main beam 200, such that the plurality of mating portions 142 are spaced apart a sufficient distance to achieve proper tightening and loosening.
In another embodiment, the tapered locking member 14 may be a tapered sleeve, and the tapered locking member 14 may be self-retracting to prevent the fixation rod 16 from falling out. The conical sleeve may be a conical roller.
With continued reference to fig. 2, the base 12 includes a first plate 121, a second plate 123 and a fixing peg 125, the first plate 121 and the second plate 123 are connected to form a tripod, the cross-sectional profile of the tripod is triangular, the stability of the triangular tripod is high, and the first plate 121 and the second plate 123 are mutually supported. One end of the tripod encloses a restriction channel with the fixing rod 16, the opposite end of the tripod is used for connecting with the main beam 200, the fixing pile 125 is connected with the tripod, and the fixing pile 125 is provided with a tapered hole.
Optionally, the base 12 further comprises a set square 127, the set square 127 being connected to the first and second plates 121 and 123, respectively, so as to serve as a support for the first and second plates 121 and 123, the set square 127 closing the two end openings of the tripod, and the spud 125 being connectable to the set square 127.
Optionally, the base 12 further comprises a base plate 129, the base plate 129 being attached to an end of the tripod facing the main beam 200, the base plate 129 being adapted to be attached to the main beam 200.
Referring to fig. 1, the auxiliary orthotic device 100 may further include a first fixing base 20 and a second fixing base 30. The first fixing seat 20 and the second fixing seat 30 are fixed at two opposite ends of the main beam 200, the top bracing device 10 is arranged between the first fixing seat 20 and the second fixing seat 30, and the first fixing seat 20 and the second fixing seat 30 are used for tensioning the steel strand 300 so as to ensure that the top bracing device 10 supports the steel strand 300 and enable the steel strand 300 to be in a tight state.
It should be noted that, in this document, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
The principles and embodiments of the present invention have been explained herein using specific examples, which are presented only to assist in understanding the methods and their core concepts. It should be noted that there are infinite specific structures due to the limited character expressions, and it will be apparent to those skilled in the art that various improvements, decorations or changes can be made without departing from the principles of the present invention, and the technical features can be combined in a suitable manner; the application of these modifications, variations or combinations, or the application of the concepts and solutions of the present invention in other contexts without modification, is not intended to be considered as a limitation of the present invention.

Claims (10)

1. A shoring device (10) of a crane girder (200), the shoring device (10) is used for jacking a steel strand (300) on the girder (200) towards a direction far away from the girder (200), and is characterized in that: top support ware (10) are including base (12), toper retaining member (14) and dead lever (16), base (12) are used for being fixed in on girder (200), one side of keeping away from girder (200) of base (12) is used for propping up steel strand wires (300), the bell mouth has been seted up in base (12), the bell mouth shrinks gradually in the direction of keeping away from girder (200), toper retaining member (14) adaptation in the bell mouth, dead lever (16) are inserted and are located in toper retaining member (14), dead lever (16) with enclose between base (12) and close the restriction passageway that forms restriction steel strand wires (300).
2. The shore (10) according to claim 1, characterized in that: the tapered locking member (14) includes a plurality of engagement portions (142), and the plurality of engagement portions (142) are disposed at intervals between the fixing lever (16) and an inner wall of the tapered hole.
3. The shore (10) according to claim 2, characterized in that: the tapered locking member (14) further comprises a connecting portion (144), and the connecting portion (144) is sequentially connected with the plurality of matching portions (142).
4. The shore (10) according to claim 3, characterized in that: the connecting portion (144) is sequentially connected with one end, close to the main beam (200), of the plurality of matching portions (142).
5. The shore (10) according to claim 1, characterized in that: the conical locking piece (14) is a conical sleeve.
6. The shore (10) according to claim 1, characterized in that: the base (12) comprises a first plate (121), a second plate (123) and a fixing pile (125), wherein the first plate (121) and the second plate (123) are connected to form a tripod, one end of the tripod and the fixing rod (16) enclose to form the limiting channel, the opposite end of the tripod is used for being connected with a main beam (200), the fixing pile (125) is connected with the tripod, and the fixing pile (125) is provided with the tapered hole.
7. The shore (10) according to claim 6, characterized in that: the base (12) further comprises a set square (127), the set square (127) being connected to the first plate (121) and the second plate (123) respectively to close the two end openings of the tripod, the spud pile (125) being connected to the set square (127).
8. The shore (10) according to claim 6, characterized in that: the base (12) further comprises a base plate (129), the base plate (129) being connected to an end of the tripod facing the main beam (200), the base plate (129) being for connection to the main beam (200).
9. The shore (10) according to claim 1, characterized in that: the fixing rod (16) is a U-shaped steel pipe, round steel or a reinforcing steel bar with an integrated structure.
10. An auxiliary orthotic device (100) for a crane girder (200), characterized in that: the auxiliary orthotic device (100) comprising a shore (10) according to any one of claims 1 to 9.
CN202020141600.0U 2020-01-20 2020-01-20 Top support device and auxiliary correction device of crane girder Active CN211839648U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020141600.0U CN211839648U (en) 2020-01-20 2020-01-20 Top support device and auxiliary correction device of crane girder

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202020141600.0U CN211839648U (en) 2020-01-20 2020-01-20 Top support device and auxiliary correction device of crane girder

Publications (1)

Publication Number Publication Date
CN211839648U true CN211839648U (en) 2020-11-03

Family

ID=73233309

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202020141600.0U Active CN211839648U (en) 2020-01-20 2020-01-20 Top support device and auxiliary correction device of crane girder

Country Status (1)

Country Link
CN (1) CN211839648U (en)

Similar Documents

Publication Publication Date Title
JP2018178389A (en) Installation method of strut for column
CN211839648U (en) Top support device and auxiliary correction device of crane girder
CN205558262U (en) Floor concrete form strutting arrangement
CN108412424B (en) Tool for preventing drill rod from rebounding in directional drilling and dragging construction and application method thereof
CN214116645U (en) Inner support replacing device
CN215441924U (en) Profiled bar inclined supporting structure in foundation pit
CN212223933U (en) Assembly type building foundation brick moulding bed capable of being used circularly
CN213897158U (en) Pipe gallery foundation pit with tension and compression support
CN211597850U (en) Liftable formwork support assembly who adjusts
KR101586376B1 (en) Structure lifting method using steel pipe member with lifting jack
CN109332430B (en) Mast lifting and straightening device
CN210507519U (en) Retaining wall structure
CN212900092U (en) Assembled push pipe back
CN214246567U (en) Reusable wall connecting component
CN219344160U (en) Formwork support jacking for high-rise overhanging
CN220828029U (en) Clamping and positioning pile for cantilever beam
CN219384587U (en) Upgrade arm support corrector
CN215212241U (en) Detachable I-steel and wire rope positioner that encorbelments
CN217629470U (en) Auxiliary device for construction of steel reinforcement cage of bent cap
CN214364994U (en) Leveling device for embedded steel plate
CN220847580U (en) Auxiliary device is pour to foundation ditch crown beam
CN220247650U (en) Bracket for tensioning prestressed reinforcement
CN216729321U (en) Prefabricated piping lane steel reinforcement cage ligature forming device
CN218780855U (en) Movable pipeline jacking consignment device
CN220725534U (en) Improved tubular pile reinforcement cage

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant