• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    The invention relates to a joint coupling (5) to a lifting bracket main bracket (1), wherein the main bracket (1) comprises at least two elongated main bracket parts (1a) connected to each other from their ends, both of which have a center life (2) comprising at least one life plate (2a), an elongated upper flange (3) or an upper plate arranged in the upper part of the middle body (2), and an elongated lower flange (4) arranged in the lower part of the middle body (3) , which flange extends from the middle body (2) to both sides thereof. The splice coupling (5) comprises a plate-like flap joint (6) on both outer sides of the center body (2), which receives its cutting forces, which flap joint (6) at each occasion comprises a male pontoon (2) attached to the middle life of the connecting main console part (1a). 7), and a second female body (8) fixed in the middle life (2) of the connectable main bracket (1a), and a lower flange connection (9) which receives the bending forces of the coupling (5).
    公开号:FI20185375A1
    申请号:FI20185375
    申请日:2018-04-20
    公开日:2019-10-21
    发明作者:Juha Peippo；Kirsi Kalliokoski
    申请人:Konecranes Global Oy；
    IPC主号:
    专利说明:

    Crane head kan Natta Jan extension
    Background of the invention
    The invention relates to an extension of a crane main girder, the main girder comprising at least two elongate main girder parts connected at their ends, each having a central web comprising at least one web plate, an elongate upper flange or top plate arranged at its upper on both sides.
    Traditionally, the main joint extension has been implemented either by welding the main support parts 10 together at their ends facing each other or as a flange joint or a column joint of these ends. The number of connection elements is often large, which poses challenges to the economic implementation of the connection.
    In the flange connection, the ends of the main support parts to be connected to each other are provided with suitably waste transverse end plates, from which these ends are then connected to their toils by bolts. To ensure the operation of the bolts of this joint, the thickness of the flanges is typically large. All forces are applied with normal bolt force / pre-tightening. Welding of thick end flanges may also require preheating. A force transverse to the rolling direction of the end plates can cause a plate requirement (lamella slitting) as well as said preheating need. Welding of the end plates 20 to the profile-like or housing-like main support parts causes a large heat input locally, which can cause deformations that have to be compensated by machining.
    The column joint is implemented with joint plates, which are attached to both sides of the central cores of the main support parts and to the lower and upper flanges. The bolts in the web 25 transmit the shear force and the bolts in the flanges transmit the bending moment. This solution has a lot of connecting elements (bolts] as well as a lot of alignable holes that need to fit in. Aligning the ends of the main girder parts so that the holes fit in place is a demanding operation.
    SUMMARY OF THE INVENTION
    The object of the invention is to provide a new type of extension joint so that the above-mentioned problems can be solved. This object is achieved by an extension joint according to the invention, which is characterized in that the extension joint comprises a plate-like tongue-and-groove joint which receives the shear forces of the extension joint.
    20185375 prh 20 -04- 2018 on each outer side of the heater, each tongue joint in each case comprising one male tongue attached to the central web of the main support member to be connected and a female tongue attached to the central web of the main support member to be connected; and a lower flange joint receiving the bending forces of the extension joint. Preferred embodiments of the invention are the subject of dependent claims.
    The present invention achieves, inter alia, the following advantages:
    The tolerances of the parts forming the joint can be taken into account during manufacture. This tongue construction also allows its position in the joint to be not limited to one particular position. When the parts of the joint are preferably made by flame cutting, their optimal design is easily achieved, which guarantees the clearance of the joint without expensive machining. The shear force on the central web is transmitted over the joint without additional connecting elements. Once the female and male joints of the tongue joint are attached (as described below), their design directs the end support members to be secured together in exactly the right places, which is especially important when the main support assembly is typically assembled at the customer's site.
    When a connecting plate below the lower flange is used in the lower flange connection, the arrangement of its fastening bolts can provide a structure in which the lower flange used as the running surface of the wheels of the lifting carriage 20 is made sufficiently flat without expensive machining.
    The joint according to the invention does not have large heat input concentrations, as heat is only required for the fastening of the parts of the joint, if it is done by welding. When a box-shaped central seal is used, no openings need to be made in it for tightening the connecting bolts. All the parts required for the joint can be manufactured by standard manufacturing methods commonly used in machine shops, such as flame cutting, for example by laser or plasma cutting. This also minimizes work steps. In addition, there is no need to work inside the main supporter when the stages of work and the objects of the work are outside.
    List of figures
    The invention will now be described in more detail with reference to the accompanying drawings, in which Figure 1 shows a perspective view of an extension of a main crane support according to the invention before the final connection of the joint;
    Fig. 2 shows a perspective view of the joint according to Fig. 1 ready;
    Fig. 3 shows a side view of the finished joint of Fig. 2;
    20185375 prh 20 -04- 2018 Fig. 4 shows a perspective view of the joint according to the previous figures without the connecting plate of the upper flanges;
    Fig. 5 shows a side view of an alternative extension of the main crane support according to the invention, ready; and Fig. 6 shows an alternative implementation of the female tongue of the tongue-and-groove joint, and Figs. 7a and 7b show some of the work steps of the extension joint according to the invention and the aids used therein.
    Detailed description of the invention
    Referring to the drawings, a main crane support 1 is shown, which comprises at least two elongate main support parts 1a connected to each other at their ends. Each main support part 1a has a central web 2 comprising at least one web plate, in this example two spaced web plates 2a. Attached to its upper web 2 is an elongate upper flange 15 3 projecting from the central web 2 on both sides thereof. Correspondingly, an elongate lower flange 4 is attached to the lower part of the central web 2, which also protrudes from the central web 2 on both sides thereof. The edges of this lower flange 4 typically serve as a support and guide for the hoisting carriage (not shown). When dimensioning the lower flange 4, it is taken into account that the wheels of the lifting carriage adapted to run on the lower flange 4 can bypass the bolted connections to be fitted on the lower flange 4. The ends of the main support parts 1a can be flame-cut without finishing after flame-cutting.
    Arranged between the main girder parts 1a is an extension joint 5 of the main girder 1 of the crane, which on one side comprises a plate-like tongue joint 6 receiving on each side female pontine 8; and, on the other hand, a lower flange joint 9 receiving the bending forces of the extension joint 5. The extension joint 5 is now shown in connection with a box-shaped main support 1, but it can also be made in connection with a main support (I-beam) comprising one web plate.
    The joint joints 6 on the opposite outer sides of the web 2 are preferably arranged inversely with respect to each other, whereby the position of the male and female tongues 7, 8 on the opposite sides of the web is inverted with respect to each other. In this case, all the main support parts 1a to be connected can be made identical, but they can be turned upside down35 when making the extension connection 5. Males on two different sides of main support 1
    20185375 prh 20 -04- 2018 female tongues 7, 8 are made in their own mutual pairs when they are detached from the sheet material.
    The female tongue 8 has a recess section 8a close to the rectangular shape, and the male tongue 7 has a connection area 7a, the shape of which corresponds to the recess section 5a and fits the predetermined section of the recess section 8a.
    Most preferably, the female tongue 8 has a recess section 8a substantially expanding towards the male tongue 7, and the male tongue 7 has a coupling region 7a having a shape corresponding to the recess section 8a and fitting the recess section 8a with a predetermined adapter. The solution shown in the drawings has such a slightly expanding cut-out section 8a and a slightly tapered coupling area 7a. However, the shape of the joint 6 is not limited to these examples alone. It is essential that the main support parts 1a can be easily connected to each other, while this male-female tongue pair 7, 8 of the tongue joint 6 receives the shear forces of the joint 5 in the planned manner.
    The female tongue 8 now shown is one-piece, but according to Fig. 6 it can also comprise two parts 81 and 82, which together form a recess section 8a. This enables versatile adjustment of the tongue joint 6 in terms of adapter and installation requirements.
    The male and female tongues 7, 8 of each tongue joint 6 are preferably flame-cut pieces of the same sheet material once, for example by a radial cutting method. This creates a dimensionally accurate pair of joints to which a natural fit is formed. The gap of the cutting radius width created during the cutting process can be compensated by selecting a suitable angle to the horizontal contact points of the recess section 8a of the female tongue 8 and the connecting region 7a of the male tongue 7, i.e. the aforementioned expansion of the female tongue 8 The male and female tongues 7, 8 of the tongue joint 6 are attached to the central web 2 by welding, the execution of which (attachment time) is described below. In the finished joint, the male and female tongues 7, 8 are preferably secured to each other by fastening bolts 10 at their interfaces.
    To receive said bending forces and also tensile forces of the extension joint 5, the lower flange joint 9 comprises a first connecting plate 11 arranged in the space between the web plates 2a and a second connecting plate 12 arranged below the lower flange 4 and extending substantially to the width of the lower flange 4. with the fastening bolts 13, 14 below the coupling plate 12, the coupling of the second
    20185375 prh 20 -04- 2018 the fastening bolts 14 of the plate 12 fasten to the flange parts 4a projecting on the sides of the lower flange 4. If the second connecting plate 12 is thick enough and / or the space between the web plates 2a is small, the first connecting plate 11 can be omitted. However, the first connecting plate 11 is advantageous, since it also supports the extension joint 5 in the transverse direction.
    Fig. 5 shows an alternative lower flange connection 90 comprising lugs 91 arranged on the lower surface of the lower flange 4 of each main support part 1a to be connected, spacer arrangements 92 between opposite lugs 91, and fastening bolts 10 93 passing through the lugs 91 and spacer arrangements 92.
    The extension connection 5 according to the invention may further comprise a third coupling plate 15 arranged above the upper flange 3, which is fastened to each main support part 1a to be connected by fastening bolts 16 above the third coupling plate 15 (Figs. 1 to 3).
    The compressive force of the extension joint 5 is applied in the contact area of the upper flange 3 and the central web 2 and any third connecting plate 15.
    Referring to Figures 7a and 7b, the extension joint 5 according to the invention, which is according to Figures 1 to 4, is implemented as follows:
    The first coupling plate 11 and the second coupling plate 12 of the lower flange connection 9 (if possible) are fastened with fastening bolts 13, 14 to one main support part 1a. The main support members 1a are brought tightly together, after which the male and female tongues 7, 8 and any L-shaped mounting aids 17 placed on them are fastened to each side of the extension joint 5 by fastening bolts 10 to the central web 2. The male and female tongues 7, 8 are then welded The male and female tongues 7, 8 are welded to the central web 2, but are preferably not joined to each other by welding. Preferably, it is thus possible to assemble and disassemble the extension connection 5 by means of bolted connections. The L-shaped fastening aids are provided with a ref for tightening bolts 18, with which the prefabricated extension joint 5 (male and female tongues 7, 8) can later be tightened in place if the main support 30 parts 1a are separated after welding and the extension joint 5 is not immediately completed. If the extension joint 5 is not completed immediately, the lower flange joint 9 does not necessarily have to be prepared as described above, provided that the ends of the main support parts 1a are kept firmly attached to each other when installing the male and female tongues 7,8.
    If the extension joint 5 is now completed at once, the installation aids 17 may not be required, in which case the extension joint 5 is completed by fixing
    20185375 prh 20 -04- 2018 the first and second connecting plates 11,12 to the second main support part 1a and further installing a possible third connecting plate 15 on the upper flanges 3. Furthermore, especially if the extension joint 5 is completed at once, the male and female tongues 7,8 can be attached to the central web for welding in other ways as well. However, if the above-mentioned fastening bolts 10 are used in the fastening of the male and female rasps 7, 8 for welding and mounting aids 17, they can be used in particular for connecting the male and female ribs 7, 8 after removing the fastening aids 17. This connection can be seen in the drawings at the points where the vertical connection surfaces of the male and female tongues 7, 8 are connected to each other. According to Fig. 7a, it can be seen that the leading edge of the male tongues 7 on the side of the extension joint 5 fits into the vertical gap when the mounting aids 17 are used to pull the extension joint 5 together using the tightening bolts 18. The vertical gap is then the gap between the installation aids 17 and the main support 1. The thickness of the vertical gap is substantially the same as the thickness of the material used for the male and female tongues 7, 8. In addition to the sufficient thickness of the male and female tongues 7, 8, the fastening bolts 10 can also be used to compensate for possible deformations of the extension joint 5, for example during the welding of the male and female tongues 7, 8. By utilizing the clamping bolts 18, the main support members 1a are brought into close contact with each other in a controlled manner, without the need to push heavy main support members 1a onto the stacking platform by means of forklifts or the like. In addition, in the area of matching, the installer simultaneously sees the completion of the extension joint 5 and can increase the force of the clamping bolts 18 from the same working position. This facilitates the preparation of the joint and reduces the need for coordination between employees. In addition, the welding work and its final inspection can be avoided under the installation conditions, since the male and female tongues 7, 8 can be welded to each of the main support parts 1a already by means of the workshop's manufacturing and inspection means. Thanks to the above, there is no need to place large demands on the level of stacking required for coordination.
    The implementation of the extension connection 5 according to Figures 5 differs from the implementation of the extension connection of Figures 1 30 4 only in terms of making the lower flange connection 90. In it, the lower flange connection 90 does not have to be taken into account in the same way as the lower flange connection 90 according to Figs. 1-4, but it can possibly be utilized during the fastening of the male and female tongues 7, 8.
    The above description of the invention is only intended to illustrate the basic idea according to the invention. Thus, the invention and its embodiments are not limited to the examples described above, but the person skilled in the art can implement the details of the invention within the scope of the appended claims.
    权利要求:
    Claims (14)
    [1]
    The claims
    An extension (5) of a crane main support (1), wherein the main support (1) comprises at least two elongate main support parts (1a) to be connected to each other at their ends, each of which has a central web (2) comprising at least one web.
    5 vyn (2a), an elongate upper flange (3) or a top plate arranged in the upper web (2) and an elongate lower flange (4) arranged in the lower part of the central web (3) projecting from the central web (2) on both sides thereof, characterized in that the extension joint (5) comprises
    - a plate-like tongue 10 receiving shear forces 10 on each outer side of the central web (2) of the joint (6), each tongue joint (6) each comprising one male tongue (7) attached to the central web (2) of the main support part (1a) to be joined and the other main support part (2) a fixed female tongue (8), and
    -the bending force receiving lower flange joint (9; 15 90) of the extension joint (5).
    [2]
    Extension joint according to Claim 1, characterized in that the tongue joints (6) on the opposite outer sides of the web (2) are arranged inversely with respect to one another, the position of the male and female tongues (7, 8) on opposite sides of the web (2) being inverted.
    20
    [3]
    Extension joint according to Claim 1 or 2, characterized in that the female tongue (8) has a substantially rectangular recess (8a) and the male tongue (7) has a connecting region (7a) whose shape corresponds to the recess (8a) and is suitable for the recess (8a). with a pre-determined adapter.
    [4]
    Extension joint according to Claim 1, 2 or 3, characterized in that the female tongue (8) has a recess (8a) extending substantially towards the male tongue (7), and the male tongue (7) has a connecting region (7a) whose shape corresponds to the recess (8a). ) and fits the recess (8a) with a predetermined fit.
    [5]
    Extension joint according to one of the preceding claims, characterized in that the female tongue (8) is one-piece.
    [6]
    Extension joint according to one of Claims 1 to 5, characterized in that the female tongue comprises two parts (81, 82) which together form a recess (8a).
    [7]
    Extension joint according to one of the preceding claims, characterized in that the male and female tongues (7, 8) of each tongue joint (6) are at once flame-cut pieces of the same sheet material.
    20185375 prh 20 -04- 2018
    [8]
    Extension joint according to one of the preceding claims, characterized in that the joint connections (6) are fastened to the central web (2) by welding.
    [9]
    Extension joint according to one of the preceding claims, characterized in that the male and female tongues (7, 8) are secured to one another by their
    5 with the fastening bolts (10) at the interfaces.
    [10]
    Extension joint according to one of the preceding claims, characterized in that the central web (2) comprises two spaced-apart web plates (2a), the lower flange connection (9) comprising a first connecting plate (2a) arranged in the space between the web plates (2a).
    [11]
    11), and below the lower flange (4)
    10 a second connecting plate (substantially extending the width of the lower flange (4)) (
    [12]
    12), wherein the coupling plates (11, 12) are fastened to each of the main support parts (1a) to be connected by fastening bolts below the second coupling plate (12) (
    [13]
    13, 14), the fastening bolts (14) of the second connecting plate (12) being fastened to the flange parts projecting to the sides of the lower flange (4).
    Extension joint according to one of Claims 1 to 9, characterized in that the lower flange connection (90) comprises lugs (91) arranged on the lower surface of the lower flange (4) of each main support part (1a) to be connected, spacer arrangements (92) between opposite lugs (91), and mounting bolts (93) passing through the lugs (92) and spacer arrangements (92).
    Extension connection according to one of the preceding claims, characterized in that the extension connection (5) further comprises a third connecting plate (15) arranged above the upper flange (3) and fastened to each main support part (1a) to be connected by fastening bolts (16) above the third connecting plate (15). .
    Extension connection according to one of the preceding claims, characterized in that the extension connection (5) can be dismantled by opening the bolt connections (10, 13, 14, 16).
    [14]
    Main crane support, characterized in that it comprises at least one of the extension joints (5) according to one of Claims 1 to 13.
    类似技术:
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    FI20185375A1|2019-10-21|Splice joint for a crane main girder
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    JP6179757B2|2017-08-16|Column-to-column connection structure for different diameter column connections in buildings
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    JPH06101271A|1994-04-12|Method of joint construction of steel frame girder and joint structure
    JPH0953223A|1997-02-25|Bearing-pile mounting structure of jacket for constructing water-surface erection structure
    JP2509657Y2|1996-09-04|Frame unit assembly structure
    同族专利:
    公开号 | 公开日
    CL2020002673A1|2021-01-29|
    US20210163269A1|2021-06-03|
    FI128794B|2020-12-15|
    AU2019254735A1|2020-12-10|
    ZA202006191B|2021-10-27|
    EP3781511A1|2021-02-24|
    KR20200134317A|2020-12-01|
    CN112004770A|2020-11-27|
    WO2019202209A1|2019-10-24|
    AU2019254735B2|2021-12-23|
    BR112020021251A2|2021-02-02|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    GB1159560A|1967-05-06|1969-07-30|Lifting & Engineering Services|Improvements in or relating to Lifting Beams|
    SU617352A1|1977-01-05|1978-07-30|Дальневосточный Филиал Всесоюзного Научно-Исследовательского И Проектно-Конструкторского Института Подъемнотранспортного Машиностроения,Погрузочноразгрузочного И Складского Оборудования И Контейнеров|Connection assembly of span and end beams of bridge-type crane|
    CN1169764A|1994-12-13|1998-01-07|大卫·L·霍顿|Steel moment resisting foame beam-to-column connections|
    US5680738A|1995-04-11|1997-10-28|Seismic Structural Design Associates, Inc.|Steel frame stress reduction connection|
    DE19704019A1|1996-02-08|1997-12-18|Frank Zurheide|Support element used for steel structure|
    US20100192313A1|2006-08-17|2010-08-05|Dae-Yong Lee|Modular steel bridge|
    DE102006058422A1|2006-12-08|2008-06-26|Stahl Cranesystems Gmbh|Rail joint connector assembly|
    US8171856B1|2008-12-16|2012-05-08|Lockheed Martin Corporation|Rail transport system having a modular reconfigurable rail assembly|
    CN201560055U|2009-10-19|2010-08-25|河南省中原矿山设备有限公司|Connection structure between upper girder and end girder of crane|
    CN201610348U|2010-03-08|2010-10-20|南通润邦重机有限公司|Crane girder with a hoisting tool|
    FI126525B|2013-06-27|2017-01-31|Konecranes Global Oy|Crane|
    CN105236276A|2015-10-20|2016-01-13|常州工学院|Foldable gantry crane capable of ascending and descending|
    法律状态:
    2020-12-15| FG| Patent granted|Ref document number: 128794 Country of ref document: FI Kind code of ref document: B |
    优先权:
    申请号 | 申请日 | 专利标题
    FI20185375A|FI128794B|2018-04-20|2018-04-20|Splice joint for a crane main girder|FI20185375A| FI128794B|2018-04-20|2018-04-20|Splice joint for a crane main girder|
    BR112020021251-2A| BR112020021251A2|2018-04-20|2019-04-12|crane girder and union joint of said beam|
    PCT/FI2019/050299| WO2019202209A1|2018-04-20|2019-04-12|Splice joint of crane main girder|
    EP19788519.7A| EP3781511A1|2018-04-20|2019-04-12|Splice joint of crane main girder|
    CN201980027005.4A| CN112004770A|2018-04-20|2019-04-12|Splicing joint of crane girder|
    KR1020207031510A| KR20200134317A|2018-04-20|2019-04-12|Splice joint of crane main girder|
    US17/046,652| US20210163269A1|2018-04-20|2019-04-12|Splice joint of crane main girder|
    AU2019254735A| AU2019254735B2|2018-04-20|2019-04-12|Splice joint of crane main girder|
    ZA2020/06191A| ZA202006191B|2018-04-20|2020-10-06|Splice joint of crane main girder|
    CL2020002673A| CL2020002673A1|2018-04-20|2020-10-15|Crane girder splice joint|
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