CN102633195B - Self-balancing amplitude modulation holding pole - Google Patents
Self-balancing amplitude modulation holding pole Download PDFInfo
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Abstract
Description
技术领域 technical field
本发明属于电力建设机具设备技术领域,特别是涉及一种输电线路组塔施工装置。 The invention belongs to the technical field of electric power construction equipment, and in particular relates to a power transmission line tower construction device.
背景技术 Background technique
随着特高压的建设,特高压线路铁塔组立相比普通500千伏线路铁塔而言,具有高、大、重的特点,铁塔组立施工难度很大,尤其是吊装作业半径大,继续采用传统内悬浮抱杆组塔,则施工效率低且安全风险大。为提高效率和安全保障,不少施工单位相继研发了双平臂抱杆(CN200920200519.9)、双平臂座地抱杆(CN200720085113.1)、双摇臂抱杆(CN200920114311.5)、塔式起重机吊装组塔等施工方式。但由于部件数量多、结构尺寸大,导致上述抱杆设备存在单重及总重大、工地运输使用不便、购置运输使用成本高等问题,难于广泛推广应用,尤其是地处险要地形条件下,无法施放吊件控制风绳以及现有平臂抱杆或塔吊结构尺寸大难于运输到位塔位无法采用。另外,对于平臂抱杆和塔式起重机来说,是通过吊臂上面载重小车的往返运行调整吊钩覆盖的幅度范围,小车载重状态下对吊臂形成了较大的弯矩,因此对吊臂结构强度要求高;对于摇臂抱杆来说,是通过摇臂的旋转,来实现调整吊钩覆盖的幅度范围,旋转过程中吊臂的受力状态频繁变化,同样对吊臂结构强度要求高。 With the construction of UHV, compared with ordinary 500kV line towers, UHV line towers are taller, larger, and heavier. The construction of iron towers is very difficult, especially the hoisting radius is large. Continue to use The traditional internal suspension pole group tower has low construction efficiency and high safety risks. In order to improve efficiency and safety, many construction units have successively developed double-flat arm poles (CN200920200519.9), double-flat arm base ground poles (CN200720085113.1), double-rocker poles (CN200920114311.5), tower Construction methods such as hoisting and grouping towers by type cranes. However, due to the large number of components and large structural size, the above-mentioned pole-holding equipment has problems such as unit weight and total weight, inconvenient transportation and use on the construction site, and high cost of purchase and transportation. The hanger control wind rope and the structure size of the existing flat arm pole or tower crane are too large to be transported to the tower position and cannot be used. In addition, for flat-arm pole and tower cranes, the amplitude range covered by the hook is adjusted by the reciprocating operation of the trolley on the boom. When the trolley is loaded, a large bending moment is formed on the boom. The structural strength requirements of the boom are high; for the rocker arm, the range of hook coverage is adjusted through the rotation of the rocker arm. During the rotation process, the force state of the boom changes frequently, which also affects the structural strength of the boom High standard.
发明内容 Contents of the invention
鉴于此,本发明的目的是提供一种作业半径大、系统受力自平衡、安全性高、调幅机构简单合理、所需配套设备少、结构尺寸和重量小、运输安装使用方便的铁塔组立施工装置,即自平衡调幅抱杆。 In view of this, the object of the present invention is to provide a steel tower assembly with large operating radius, self-balanced system force, high safety, simple and reasonable amplitude modulation mechanism, less required supporting equipment, small structural size and weight, and convenient transportation, installation and use. The construction device is a self-balancing amplitude modulation pole.
为解决上述技术问题,本发明提供的技术方案是,提供一种自平衡调幅抱杆,在主抱杆中上位置两侧对称设置有吊臂,主抱杆顶端安装有羊角臂组件,所述羊角臂组件顶端设置有两个滑轮,主抱杆右侧上端安装有定滑车,定滑车下方的主抱杆上左右对称安装有第一调幅滑轮;吊臂铰接在主抱杆上,吊臂外端安装有第二调幅滑车;吊杆组件上端连接主抱杆的上部,下端连接吊臂的外端;调幅绳绕过主抱杆内的动滑轮,由拉力绳与地面施力装置连接,调幅绳相对于主抱杆左右两侧对称设置:右侧调幅绳向上穿过主抱杆、依次绕过右侧第一调幅滑轮、右侧第二调幅滑轮、调幅滑车的第一滑轮,最后固定连接到第二调幅滑轮的壳体上,上述调幅滑车位于第二调幅滑轮下方;起吊绳一端固定在主抱杆左侧上端,起吊绳另一端依次绕过左侧调幅滑车的第三滑轮、悬挂重物的起重滑车、左侧调幅滑车的第二滑轮、羊角臂组件顶端滑轮、右侧调幅滑车的第二滑轮、悬挂重物的起重滑车、右侧调幅滑车的第三滑轮、定滑车,最后连接地面的起吊装置。有利的是,通过上述各部件的对称设置,使主抱杆和吊臂的受力点相对于主抱杆中线左右对称,起吊绳和条幅绳的设置方式,实现吊钩覆盖幅度范围的调整,向内调幅依靠起吊重物重力产生的水平方向的分力实现,向外调幅需借助外力,由地面施力装置向下拉动动滑轮实现。 In order to solve the above-mentioned technical problems, the technical solution provided by the present invention is to provide a self-balancing amplitude-modulating pole, in which booms are symmetrically arranged on both sides of the main pole at the upper middle position, and a claw arm assembly is installed on the top of the main pole. There are two pulleys on the top of the claw arm assembly, a fixed pulley is installed on the upper right side of the main pole, and the first amplitude modulation pulley is symmetrically installed on the main pole below the fixed tackle; the boom is hinged on the main pole, and the outside of the boom The second amplitude modulation block is installed at the end; the upper end of the boom assembly is connected to the upper part of the main pole, and the lower end is connected to the outer end of the boom; Set symmetrically with respect to the left and right sides of the main pole: the right amplitude modulation rope passes upward through the main pole, bypasses the first right amplitude modulation pulley, the second right amplitude modulation pulley, and the first pulley of the amplitude modulation pulley in turn, and finally is fixedly connected to the On the shell of the second amplitude modulation pulley, the above amplitude modulation pulley is located below the second amplitude modulation pulley; one end of the lifting rope is fixed on the left upper end of the main pole, and the other end of the lifting rope bypasses the third pulley of the left amplitude modulation pulley in turn to hang heavy objects The lifting block of the left AM block, the second pulley of the left AM block, the top pulley of the claw arm assembly, the second pulley of the right AM block, the lifting block of the hanging heavy object, the third pulley of the right AM block, the fixed block, and finally Lifting device attached to the ground. Advantageously, through the symmetrical arrangement of the above-mentioned components, the stress points of the main pole and the boom are symmetrical to the left and right of the center line of the main pole, and the setting method of the lifting rope and the banner rope can realize the adjustment of the coverage range of the hook. The inward amplitude adjustment is realized by the component force in the horizontal direction generated by the gravity of the lifting weight, and the outward amplitude adjustment requires the help of external force, which is realized by pulling the movable pulley downwards from the ground force application device.
组塔作业结束后,吊臂向上旋转与主抱杆固定,装置整体从铁塔内部整体降落至地面,使得拆卸作业更加安全。 After the tower assembly operation is completed, the boom is rotated upwards and fixed to the main pole, and the whole device is lowered from the inside of the tower to the ground, making the disassembly operation safer.
主抱杆两侧的重物起降通过一根起吊绳,变幅通过一根变幅绳,完成起吊和变幅动作。起吊绳和变幅绳对主抱杆和吊臂的施力点均是对称的,始终保持重物相对主抱杆的位置也是对称的,实现两侧重物对抱杆的受力自平衡,降低对主抱杆的强度要求,从而达到减少结构尺寸和重量的目的。 The heavy objects on both sides of the main pole are taken off and landed by a lifting rope, and the luffing is done by a luffing rope to complete the lifting and luffing actions. The force points of the lifting rope and the luffing rope on the main pole and the boom are symmetrical, and the position of the weight relative to the main pole is always kept symmetrical, so as to realize the self-balancing force of the heavy objects on both sides on the pole and reduce the impact on the pole. The strength requirements of the main pole, so as to achieve the purpose of reducing the structure size and weight.
本装置中,吊臂起到一个支撑杆的作用,为起吊和调幅提供支点。吊臂除自重产生弯矩外,没有其他附加弯矩,相比小车调幅和摇臂调幅的吊臂而言,对吊臂的强度要求更低,从而减少吊臂的结构尺寸和重量。不使用现有技术中的载重小车,避免了载重小车在吊臂上运行过程中对吊臂施加一个垂直于地心的压力,该压力限制到起吊重物重量和要求吊臂具有更高的结构强度。 In this device, the boom acts as a supporting rod, providing a fulcrum for lifting and amplitude modulation. The boom has no additional bending moment except for the bending moment generated by its own weight. Compared with the booms with trolley amplitude modulation and rocker amplitude modulation, the strength requirements of the boom are lower, thereby reducing the structural size and weight of the boom. The trolley in the prior art is not used, and it is avoided that the trolley exerts a pressure perpendicular to the center of the earth on the boom when the trolley is running on the boom. This pressure is limited to the weight of the lifting weight and requires the boom to have a higher structure strength.
所述吊臂内端安装有吊臂底座,所述吊臂底座是在其吊臂底板中部设置有吊臂耳片;主抱杆中上部安装有连接基座,所述连接底座的结构为:在连接底座主板上设置有四个与主抱杆主管对应的安装孔,上述主板左右两侧对称设置有基座耳片;吊臂耳片与基座耳片铰接。 The inner end of the boom is equipped with a boom base, and the boom base is provided with boom lugs in the middle of the bottom plate of the boom; a connecting base is installed in the upper part of the main pole, and the structure of the connecting base is: There are four installation holes corresponding to the main pole of the main pole on the main board of the connecting base, and the base lugs are symmetrically arranged on the left and right sides of the above main board; the boom lugs are hinged with the base lugs.
所述吊臂由数个吊臂格构段由螺栓连接构成,吊臂外端安装有吊臂组合梁;所述吊臂格构段横截面为正方形,四根主材分别位于正方形四个角上,主材之间由数根斜材焊接固定,每根主材两端分别焊接垫片,相邻两个垫片由法兰角钢连接。当吊臂格构段足够长时,吊臂格构段中部焊接十字撑能够加强吊臂格构段的强度。 The boom is composed of several boom lattice sections connected by bolts, and the boom composite beam is installed at the outer end of the boom; the cross section of the boom lattice section is square, and the four main materials are respectively located at the four corners of the square. Above, the main materials are welded and fixed by several oblique materials, and the two ends of each main material are respectively welded with gaskets, and the adjacent two gaskets are connected by flange angle steel. When the boom lattice section is long enough, the welded cross bracing in the middle of the boom lattice section can strengthen the strength of the boom lattice section.
进一步地,所述吊臂组合梁是在其组合梁主板一侧上部设置有一对组合梁第一耳片,另一侧中部设置有一个组合梁第二耳片,组合梁第一耳片与吊杆组件下端铰接,组合梁第二耳片铰接第二调幅滑车。 Further, the composite beam of the boom is provided with a pair of first lugs of the composite beam on the upper part of one side of the main board of the composite beam, and a second lug of the composite beam is provided in the middle of the other side, and the first lug of the composite beam is connected with the suspension The lower end of the rod assembly is hinged, and the second lug of the composite beam is hinged to the second amplitude modulation block.
所述吊杆组件的结构为:吊杆组件的吊杆和延长杆之间设置有花篮螺栓。有利的是,吊杆组件上的花篮螺栓用于微调吊杆组件的长度,达到调节吊臂与水平面的角度的目的。 The structure of the boom assembly is as follows: turnbuckle bolts are arranged between the boom and the extension rod of the boom assembly. Advantageously, the turnbuckle on the boom assembly is used for fine-tuning the length of the boom assembly, so as to achieve the purpose of adjusting the angle between the boom and the horizontal plane.
主抱杆上端第一调幅滑轮安装位置水平安装有吊杆挂件,所述吊杆挂件的结构为:在挂件底板上设置有四个与主抱杆主管对应的安装孔,在挂件底板左右侧设置有挂件耳片;第一调幅滑轮以及吊杆组件的上端与挂件耳片铰接。 The installation position of the first amplitude modulation pulley at the upper end of the main pole is horizontally installed with a suspender pendant. The structure of the suspender pendant is as follows: four installation holes corresponding to the main pipe of the main pole are arranged on the bottom plate of the pendant. There are hanger lugs; the first amplitude modulation pulley and the upper end of the suspender assembly are hinged to the hanger lugs.
通常,主抱杆是由多个格构段连接而成,吊杆挂件和连接底座安装在格构段与格构段的连接处。优选地,所述主抱杆为圆管式内悬浮抱杆。该圆管式内悬浮抱杆为中国专利200910058946.2所述装置。 Usually, the main pole is connected by a plurality of lattice sections, and the suspension rod hanger and the connecting base are installed at the connection between the lattice sections. Preferably, the main pole is a circular tube type inner suspension pole. The circular tube type inner suspension pole is the device described in Chinese patent 200910058946.2.
附图说明 Description of drawings
图1-1是自平衡调幅抱杆整体示意图。 Figure 1-1 is an overall schematic diagram of the self-balancing AM pole.
图1-2是图1-1所示平衡调幅抱杆A局部放大图。 Figure 1-2 is a partially enlarged view of the balanced amplitude modulation pole A shown in Figure 1-1.
图2是图1-1所示平衡调幅抱杆右侧部分示意图。 Fig. 2 is a schematic diagram of the right part of the balanced AM pole shown in Fig. 1-1.
图3-1是自动平衡调幅抱杆起吊绳和调幅绳设置示意图。 Figure 3-1 is a schematic diagram of the setting of the automatic balance amplitude modulation pole lifting rope and amplitude modulation rope.
图3-2是图3-1所示自动平衡调幅抱杆起吊绳和调幅绳设置上部放大示意图。 Fig. 3-2 is an enlarged schematic diagram of the upper part of the automatic balance amplitude modulation hoisting rope and the amplitude modulation rope setting shown in Fig. 3-1.
图4-1是自平衡调幅抱杆吊臂安装示意图。 Figure 4-1 is a schematic diagram of the installation of the self-balancing amplitude modulation boom.
图4-2是图4-1所示B局部放大图。 Figure 4-2 is a partial enlarged view of B shown in Figure 4-1.
图5-1是吊臂格构段主视图。 Figure 5-1 is the front view of the boom lattice section.
图5-2是图5-1所示吊臂格构段仰视图。 Figure 5-2 is a bottom view of the boom lattice section shown in Figure 5-1.
图5-3是图5-1所示吊臂格构段右视图。 Fig. 5-3 is a right view of the boom lattice section shown in Fig. 5-1.
图5-4是图5-3所示C局部放大图。 Figure 5-4 is a partial enlarged view of C shown in Figure 5-3.
图6-1是吊臂底座主视图。 Figure 6-1 is the front view of the boom base.
图6-2是图6-1所示吊臂底座俯视图。 Figure 6-2 is a top view of the boom base shown in Figure 6-1.
图7-1是吊臂组合量主视图。 Figure 7-1 is the front view of the boom combination.
图7-2是图7-1所示吊臂组合梁仰视图。 Figure 7-2 is a bottom view of the boom composite beam shown in Figure 7-1.
图7-3是图7-1所示吊臂组合梁左视图。 Figure 7-3 is a left view of the boom composite beam shown in Figure 7-1.
图8-1是连接基座主视图。 Figure 8-1 is the front view of the connection base.
图8-2是图8-1所示连接基座俯视图。 Figure 8-2 is a top view of the connection base shown in Figure 8-1.
图9是吊杆组件结构示意图。 Fig. 9 is a schematic diagram of the structure of the boom assembly.
图10-1是吊杆挂件主视图。 Figure 10-1 is the front view of the suspension rod pendant.
图10-2是吊杆挂件俯视图。 Figure 10-2 is a top view of the hanger.
图11-1是调幅滑车主视图。 Figure 11-1 is the front view of the AM block.
图11-2是图11-1所示调幅滑车俯视局部剖视图。 Fig. 11-2 is a top partial sectional view of the amplitude modulation tackle shown in Fig. 11-1.
具体实施方式 Detailed ways
下面结合附图和具体实施方式进行说明。 The following will be described in conjunction with the accompanying drawings and specific embodiments.
图1-1示出了自平衡调幅抱杆的整体示例。参见图1-1至图3-2,在主抱杆1为圆管式内悬浮抱杆,主杆是多段格构段由螺栓连接组合而成,如中国专利200910058946.2所述。主抱杆1中上位置两侧对称设置有吊臂2,主抱杆顶端安装有羊角臂组件101,所述羊角臂组件101顶端设置有两个滑轮。主抱杆1右侧上端安装有定滑车901,定滑车901下方的主抱杆1上左右对称安装有第一调幅滑轮902a、902b;吊臂2铰接在主抱杆上,吊臂2外端安装有第二调幅滑车903a、903b;吊杆组件4上端连接主抱杆1的上部,下端连接吊臂2的外端。调幅绳8绕过主抱杆1内的动滑轮905,由拉力绳与地面施力装置连接,调幅绳8相对于主抱杆1左右两侧对称设置:右侧调幅绳向上穿过主抱杆1、依次绕过右侧第一调幅滑轮902a、右侧第二调幅滑轮903a、调幅滑车3的第一滑轮301,最后固定连接到第二调幅滑轮903a的壳体上,上述调幅滑车3位于第二调幅滑轮下方,该调幅滑车如图11-1至11-2所示;起吊绳7一端固定在主抱杆1左侧上端,起吊绳7另一端依次绕过左侧调幅滑车的第三滑轮303、悬挂重物的起重滑车904b、左侧调幅滑车3的第二滑轮302、羊角臂组件101顶端滑轮、右侧调幅滑车的第二滑轮302、悬挂重物的起重滑车904a、右侧调幅滑车的第三滑轮303、定滑车901,最后连接地面的起吊装置。
Figure 1-1 shows an overall example of a self-balancing AM pole. Referring to Figure 1-1 to Figure 3-2, the main pole 1 is a circular tube type inner suspension pole, and the main pole is composed of multi-section lattice sections connected by bolts, as described in Chinese patent 200910058946.2. Booms 2 are symmetrically arranged on both sides of the upper and middle positions of the main pole 1 , and a
参见图4-1和图6-1、图6-2,吊臂2内端安装有吊臂底座220,所述吊臂底座220是在其吊臂底板221中部设置有吊臂耳片222。主抱杆1中上部两格构段间安装有连接基座6,所述连接底座6的结构为:在连接底座主板601上设置有四个与主抱杆主管对应的安装孔,上述主板左右两侧对称设置有基座耳片602,如图8-1和图8-2所示。吊臂耳片222与基座耳片602铰接。
Referring to Fig. 4-1, Fig. 6-1 and Fig. 6-2, a
参见图4-1至图5-4,吊臂2由数个吊臂格构段210由螺栓连接构成,吊臂2外端安装有吊臂组合梁230;所述吊臂格构段210横截面为正方形,四根主材211分别位于正方形四个角上,主材211之间由数根斜材212焊接固定,每根主材两端分别焊接垫片213,相邻两个垫片由法兰角钢214连接。
Referring to Fig. 4-1 to Fig. 5-4, the boom 2 is composed of several
参见图7-1至图7-3,吊臂组合梁230的结构为:组合梁主板231一侧上部设置有一对组合梁第一耳片232,另一侧中部设置有一个组合梁第二耳片233,组合梁第一耳片232与吊杆组件4下端铰接,组合梁第二耳片233铰接第二调幅滑车903a、903b。
Referring to Fig. 7-1 to Fig. 7-3, the structure of the
参见图9,吊杆组件4的结构为:吊杆组件4的吊杆401和延长杆403之间设置有花篮螺栓402。花篮螺栓402用于微调吊杆组件的长度。
Referring to FIG. 9 , the structure of the boom assembly 4 is: a
主抱杆1上端自上而下第一与第二格构段之间水平安装有吊杆挂件5,即第一调幅滑轮902a、902b安装位置,所述吊杆挂件的结构为:在挂件底板501上设置有四个与主抱杆主管对应的安装孔,在挂件底板501左右侧设置有挂件耳片502,如图10-1和图10-2所示。第一调幅滑轮902a、902b以及吊杆组件4的上端与挂件耳片502铰接。
The upper end of the main pole 1 is horizontally installed between the first and second lattice sections from top to bottom, which is the installation position of the first
以上仅是本发明的优选实施方式,应当指出的是,上述优选实施方式不应视为对本发明的限制,本发明的保护范围应当以权利要求所限定的范围为准。对于本技术领域的普通技术人员来说,在不脱离本发明的精神和范围内,还可以做出若干改进和润饰,这些改进和润饰也应视为本发明的保护范围。 The above are only preferred implementations of the present invention, and it should be noted that the above preferred implementations should not be regarded as limiting the present invention, and the scope of protection of the present invention should be based on the scope defined in the claims. For those skilled in the art, without departing from the spirit and scope of the present invention, some improvements and modifications can also be made, and these improvements and modifications should also be regarded as the protection scope of the present invention.
Claims (7)
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| CN103434946A (en) * | 2013-09-08 | 2013-12-11 | 东台市富康工程机械厂 | Movable type tower crane |
| CN114715786A (en) * | 2022-03-09 | 2022-07-08 | 中交路桥华东工程有限公司 | A kind of hoisting device and hoisting construction method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2223285Y (en) * | 1995-03-06 | 1996-03-27 | 郝恩孝 | 60M arm-long QTZ-200H tower crane |
| CN2345522Y (en) * | 1998-12-07 | 1999-10-27 | 黄信芝 | Self-loading, self-lifting type balance crane |
| CN1837011A (en) * | 2006-04-20 | 2006-09-27 | 谭春阳 | Self-balancing up-rotary type tower crane and operation control |
| CN202625662U (en) * | 2012-04-13 | 2012-12-26 | 四川电力送变电建设公司 | Self-balancing amplitude modulation hold pole |
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Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2223285Y (en) * | 1995-03-06 | 1996-03-27 | 郝恩孝 | 60M arm-long QTZ-200H tower crane |
| CN2345522Y (en) * | 1998-12-07 | 1999-10-27 | 黄信芝 | Self-loading, self-lifting type balance crane |
| CN1837011A (en) * | 2006-04-20 | 2006-09-27 | 谭春阳 | Self-balancing up-rotary type tower crane and operation control |
| CN202625662U (en) * | 2012-04-13 | 2012-12-26 | 四川电力送变电建设公司 | Self-balancing amplitude modulation hold pole |
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Effective date of registration: 20121226 Address after: 610051 Chenghua District, Chengdu, Cui Cui shop north road, No. 1, No. 6, Sichuan Applicant after: Sichuan Electric Power Transmission & Transformation Construction Co., Ltd. Applicant after: State Grid Corporation of China Address before: 610051 Chenghua District, Chengdu, Cui Cui shop north road, No. 1, No. 6, Sichuan Applicant before: Sichuan Electric Power Transmission & Transformation Construction Co., Ltd. |
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