WO2014161236A1 - 起重轨道结构 - Google Patents

起重轨道结构 Download PDF

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Publication number
WO2014161236A1
WO2014161236A1 PCT/CN2013/078134 CN2013078134W WO2014161236A1 WO 2014161236 A1 WO2014161236 A1 WO 2014161236A1 CN 2013078134 W CN2013078134 W CN 2013078134W WO 2014161236 A1 WO2014161236 A1 WO 2014161236A1
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Prior art keywords
hole
bolt
screw
disposed
track
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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.)
Ceased
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PCT/CN2013/078134
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English (en)
French (fr)
Inventor
杨卫兵
吴俊豪
林昆贤
汪永强
舒志优
齐明虎
陈增宏
郭振华
蒋运芍
李晨阳子
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TCL China Star Optoelectronics Technology Co Ltd
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Shenzhen China Star Optoelectronics Technology Co Ltd
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Publication of WO2014161236A1 publication Critical patent/WO2014161236A1/zh
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

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    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C7/00—Runways, tracks or trackways for trolleys or cranes
    • B66C7/08—Constructional features of runway rails or rail mountings

Definitions

  • the present invention relates to a hoisting track structure, and more particularly to a hoisting track structure having an adjustable base and enhanced structural strength.
  • the prior art hoisting track structure 10 includes a base 11 and a track 12.
  • the base 11 includes a foot seat 13, a plurality of screws 14, a plurality of bolts 15a, 15b, a support platform 16, and a fixing block 17.
  • the receiving device (not shown) runs on the track 12.
  • a plurality of holes 13a are disposed on the footrest 13, and a plurality of holes 16a respectively corresponding to the holes 13a are provided on the support platform 16 for the screws 14 (see FIG. 1) to be pierced.
  • the screws 14 respectively pass through the holes 13a of the corresponding feet 13 , the corresponding bolts 15 a , the corresponding support platforms 16 the holes 16 a , and the corresponding holes on the fixed block 17 . (not shown in the figure), all the way to the corresponding bolt 15b to complete the assembly of the base 11.
  • the track 12 is fixed to the base to form the hoisting track structure 10 shown in Figure 1.
  • the height and level of the track 12 can be adjusted by rotating the respective bolts 15a, 15b, that is, the base 11 is adjustable.
  • the existing hoisting track structure 10 has significant drawbacks.
  • the track 12 has a total length of about 60 to 100 meters and is mostly designed to be connected by a track of 3 to 5 meters and is fixed to the adjustable base 11.
  • the lifting weight is about 16 tons
  • the accommodating device (not shown) runs at a speed of about 210 m/min on the track 12 and an acceleration of about 0.75 m/s2.
  • the lateral thrust of the rail 12 is large, but the support platform 16 and the foot 13 are fixed only by four bolts 15a perpendicular to the ground, and the lateral force bearing capacity is obviously limited.
  • a technical solution adopted by the present invention is to provide a hoisting track structure including a base and a track.
  • the base includes a foot seat, at least a standing screw, a diagonal pull screw respectively disposed on two sides of the vertical screw, an upper vertical bolt and a vertical vertical bolt, at least one upper pull bolt and at least a lower pull bolt, A support platform and a fixed block.
  • At least one first hole and at least one second hole are disposed on the foot.
  • the upper vertical bolt and the lower vertical bolt are matched with the upright screw, and the upper diagonal pull bolt and the lower diagonal pull bolt are matched with the diagonal pull screw.
  • At least one third hole and at least one fourth hole are disposed on the support platform. At least one hole is disposed on the fixing block.
  • the track is fixed to the base.
  • the upright screw is penetrated to the upper vertical bolt via the first hole, the lower vertical bolt, the third hole, and the hole, and the diagonal pull screw passes through the second hole, the lower hole A diagonal pull bolt and the fourth hole are bored to the upper stay bolt.
  • the first hole and the inner wall of the third hole have no slope
  • the second hole and the inner wall of the fourth hole have a specific slope
  • the diagonal pull screws respectively disposed on two sides of the upright screw are symmetrically disposed about the upright screw.
  • the base further includes two limiting slots disposed on the supporting platform, and a track limiting block respectively inserted in the limiting slot to fix the rail After the base, the movement of the track is limited.
  • the base includes a foot seat, at least a standing screw, a diagonal pull screw respectively disposed on two sides of the vertical screw, an upper vertical bolt and a vertical vertical bolt, at least one upper pull bolt and at least a lower pull bolt, A support platform, a fixed block and a two-track limit block. At least one first hole and at least one second hole are disposed on the foot.
  • the upper vertical bolt and the lower vertical bolt are matched with the upright screw, and the upper diagonal pull bolt and the lower diagonal pull bolt are matched with the diagonal pull screw.
  • the support platform is provided with at least one third hole and at least one fourth hole, and two oppositely disposed limiting slots.
  • At least one hole is disposed on the fixing block.
  • the track limiting blocks are respectively inserted into the limiting slots.
  • the track is fixed to the base.
  • the upright screw is penetrated to the upper vertical bolt via the first hole, the lower vertical bolt, the third hole, and the hole, and the diagonal pull screw passes through the second hole, the lower hole a diagonally-drawn bolt, the fourth hole is bored to the upper cable-stayed bolt, and the rail limiting block is respectively inserted into the oppositely disposed limiting slot for fixing the rail to the base Thereafter, the movement of the track is restricted.
  • the first hole and the inner wall of the third hole have no slope
  • the second hole and the inner wall of the fourth hole have a specific slope
  • the diagonal pull screws respectively disposed on two sides of the upright screw are symmetrically disposed about the upright screw.
  • Still another technical solution of the present invention is to provide a hoisting track structure including a base and a track.
  • the base includes a foot base, a support platform, a fixed block and two track limit blocks. Two opposite limiting slots are disposed on the supporting platform. The track limiting blocks are respectively inserted into the limiting slots.
  • the track is fixed to the base.
  • the foot base, the support platform and the fixing block are fixed by at least one screw and at least one bolt, and the rail limiting blocks respectively inserted in the oppositely disposed limiting slots are used for the After the track is fixed to the base, the movement of the track is restricted.
  • the base further includes: at least one first hole and at least one second hole disposed on the foot; at least a standing screw, and respectively disposed on both sides of the vertical screw a diagonal pull screw; an upper vertical bolt and a lower vertical bolt, the upper vertical bolt and the lower vertical bolt being matched with the upright screw; at least one upper pull bolt and at least one lower pull bolt, the upper oblique The pull bolt and the lower stay bolt are matched with the diagonal pull screw; at least one third hole and at least one fourth hole are disposed on the support platform; at least one hole is disposed on the fixed block
  • the upright screw is threaded to the upper vertical bolt via the first hole, the lower vertical bolt, the third hole, and the hole, and the diagonal pull screw passes through the second hole, the The lower stay bolt and the fourth hole are bored to the upper stay bolt to fix the foot seat, the support platform and the fixed block.
  • the first hole and the inner wall of the third hole have no slope
  • the second hole and the inner wall of the fourth hole have a specific slope
  • the diagonal pull screws respectively disposed on two sides of the upright screw are symmetrically disposed about the upright screw.
  • the hoisting track structure of the present invention assembles the base by the upright screws disposed in the middle and the diagonal pull screws on both sides thereof. And use the vertical ground bolts with vertical screws to withstand the vertical pressure, while using the diagonal pull bolts with the diagonal pull screws to withstand the lateral thrust, and the vertical vertical pressure of the bolts perpendicular to the ground, taking into account the lateral force and The ability to withstand vertical forces. Not only can lateral deformation be prevented, but when the lateral force is large, the track is not easily traversed, resulting in a large gap at the track joint.
  • the hoisting track structure of the present invention allows the track limiting block to limit the movement of the track through the limiting groove provided on the supporting platform and the track limiting block matched with the limiting groove, even if the force is encountered. In the big case, it is also ensured that the relative position of the track and the support platform is fixed, thereby preventing the track from being displaced, and also preventing the artificial installation from being lost. In this way, not only the strength of the track and the base becomes large, but also the phenomenon of deformation is reduced, the failure rate can be reduced, the production line can be operated smoothly, and the output can be increased.
  • the hoisting track structure of the present invention maintains stability even when operated at full load or maximum acceleration.
  • FIG. 1 is a schematic view of a prior art hoisting track structure.
  • FIG. 2 is a schematic view of a foot and a support platform in a prior art hoisting track structure.
  • FIG. 3 is a schematic diagram showing the combination of the bases in the prior art hoisting track structure.
  • FIG. 4 is a schematic view of the hoisting track structure of the present invention.
  • FIG. 5 is a schematic view showing a foot and a support platform in the hoisting track structure of the present invention.
  • FIG. 6 is a schematic view showing the combination of the bases in the hoisting track structure of the present invention.
  • FIG. 4 is a schematic diagram of the hoisting track structure 100 of the present invention.
  • the hoisting track structure 100 includes a base 101 and a track 102.
  • the base 101 includes a foot 103, a plurality of screws 104a, 104b, a plurality of bolts 105a, 105b, 105c, 105d, a support platform 106 and a fixing block 107.
  • the receiving device (not shown) runs on the track 102.
  • the screw 104a is an upright screw that is locked to the corresponding bolts 105a, 105b, and the screw 104b is a diagonally pulled screw that is locked to the corresponding bolts 105c, 105d.
  • FIG. 5 is a schematic diagram of the footrest 103 and the support platform 106 in the hoisting track structure 100 of the present invention.
  • the foot 103 is provided with a plurality of holes 103a, 103b.
  • the portion of the support platform 106 near the center is provided with a plurality of holes 106a, and the portion of the support platform 106 near the two sides is also provided with a plurality of holes 106b, the holes 106a.
  • the holes 106b correspond to the holes 103b, respectively, for the screws 104a, 104b (see Fig. 4) to be used for respectively.
  • FIG. 6 and FIG. 5 together.
  • FIG. 6 is a schematic diagram showing the combination of the base 101 in the hoisting track structure 100 of the present invention.
  • the screws 104a are respectively disposed through the corresponding hole 103 hole 103a, the corresponding bolt 105a, the corresponding support platform 106 hole 106a, and the corresponding hole on the fixing block 107 (not shown).
  • Corresponding bolts 105b are respectively traversed to the corresponding bolts 105d via the corresponding foot 103 holes 103b, the corresponding bolts 105c, and the corresponding support platform 106 holes 106b to complete the assembly of the base 101.
  • the inner wall does not have any inclination.
  • the screw 104b is a diagonally pulled screw, the hole 103b and the hole 106b through which the screw 104b is pulled, the inner wall must have a specific inclination (as shown by a broken line in FIG. 5), so that the screw 104b can be properly accommodated.
  • the screw 104a located in the middle is an upright screw, the bolt 105a matched therewith is mainly used to withstand vertical pressure.
  • the screw 104b is a diagonally pulled screw.
  • the bolt 105c on both sides of the bolt 105a and the screw 104b can not only bear the lateral thrust but also the vertical pressure of the bolt 105a.
  • the screws 104b and the bolts 105c and 105d located on both sides of the intermediate screw 104a may be symmetrically disposed about the intermediate screw 104a. In this way, the lateral force and the vertical force can be taken into consideration, and the lateral deformation can be effectively prevented.
  • the hoisting rail structure 100 of the present invention can adjust the height and level of the rail 102 by rotating the bolts 105a, 105b, 105c, 105d, the present invention
  • the base 101 of the hoisting track structure 100 is adjustable.
  • the portion of the supporting platform 106 near the center is interposed between the two holes 106a, and two limiting slots 108 are oppositely disposed, and the limiting slot 108 is inserted and inserted.
  • the track limiting blocks 109 therein are matched with each other (please refer to FIG. 4 and FIG. 6 together).
  • the raised track stop block 109 can restrict the movement of the track 102, even in the case of a large force.
  • the relative position of the track 102 and the support platform 106 is fixed, and there is no case where the track 102 is displaced, and at the same time, artificial installation negligence can be prevented.
  • the limiting block 109 is located inside the base 101 for the base 101 that has been assembled, in FIGS. 4 and 6, the limiting block 109 is indicated by a broken line.
  • the size and shape of the limiting slot 108 and the track limiting block 109 can be adjusted or selected according to actual needs, and is not limited to the illustrated in the present invention.
  • the hoisting rail structure of the present invention assembles the base by the upright screws disposed in the middle and the diagonal pull screws on both sides thereof. And use the vertical ground bolts with vertical screws to withstand the vertical pressure, while using the diagonal pull bolts with the diagonal pull screws to withstand the lateral thrust, and the vertical vertical pressure of the bolts perpendicular to the ground, taking into account the lateral force and The ability to withstand vertical forces. Not only can lateral deformation be prevented, but when the lateral force is large, the track is not easily traversed, resulting in a large gap at the track joint.
  • the hoisting track structure of the present invention allows the track limiting block to limit the movement of the track through the limiting groove provided on the supporting platform and the track limiting block matched with the limiting groove, even if the force is encountered. In the big case, it is also ensured that the relative position of the track and the support platform is fixed, thereby preventing the track from being displaced, and also preventing the artificial installation from being lost. In this way, not only the strength of the track and the base becomes large, but also the phenomenon of deformation is reduced, the failure rate can be reduced, the production line can be operated smoothly, and the output can be increased.
  • the hoisting track structure of the present invention maintains stability even when operated at full load or maximum acceleration.

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Abstract

一种起重轨道结构（100），包括底座（101）与轨道（102）。底座包括脚座（103）、直立螺丝（104a）、分别设置于直立螺丝（104a）两侧的斜拉螺丝（104b）、上垂直螺栓（105b）与下垂直螺栓（105a）、上斜拉螺栓（105d）与下斜拉螺栓（105c）、支撑平台（106）与固定块（107）。脚座（103）上设置有至少一第一、第二孔洞。上垂直螺栓（105b）与下垂直螺栓（105a）与直立螺丝（104a）搭配，上斜拉螺栓（105d）与下斜拉螺栓（105c）与斜拉螺丝（104b）搭配。支撑平台（106）上设置有至少一第三、第四孔洞。固定块（107）上设置有至少一孔洞。轨道（102）固定于底座（101）。直立螺丝（104a）经由第一孔洞、下垂直螺栓（105a）、第三孔洞、孔洞穿设至上垂直螺栓（105b），斜拉螺丝（104b）经由第二孔洞、下斜拉螺栓（105c）、第四孔洞穿设至上斜拉螺栓（105d）。

Description

起重轨道结构 技术领域
本发明涉及一种起重轨道结构，尤指一种具可调节底座并可增进结构强度的起重轨道结构。
 背景技术
在现今蓬勃发展的科技产业中，各种工厂为了要提升竞争力，常常必需运输大尺寸的成品或是半成品。例如，晶圆厂将晶圆的尺寸增加，以提升产能，进而达到降低每单位制造成本的目的。同理，面板厂也将基板的尺寸增加，除了降低单位制造成本之外，还可以因应大尺寸面板的市场需求。但是，当所运输的成品或是半成品，尺寸越来越大，重量越来越重时，对于科技制造工厂内的自动化搬运系统，无疑是一大挑战，其优劣将决定工厂是否能达到高效率的要求。
在现有技术中，各种成品或是半成品是被装载于容置装置（例如：卡匣）中，再通过起重轨道或台车搬运到各个机台进行加工。请参阅图1，现有技术的起重轨道结构10包括有一底座11以及一轨道12。底座11包括有一脚座13、多个螺丝14、多个螺栓15a、15b、一支撑平台16以及一固定块17。而容置装置（未显示于图中），即运行于轨道12之上。
请参阅图2，脚座13之上设置有多个孔洞13a，而支撑平台16之上亦设置有多个分别对应于孔洞13a的孔洞16a，以供螺丝14(请参阅图1)穿设。请一并参阅图3与图2，当组装底座11时，各螺丝14分别经由相应的脚座13的孔洞13a、相应的螺栓15a、相应的支撑平台16孔洞16a、固定块17上的相应孔洞（未显示于图中）、一路穿设至相应的螺栓15b，以完成底座11的组装。请一并参阅图1与图3，轨道12是固定于底座之上，进而形成图1所示的起重轨道结构10。在起重轨道结构10中，可藉由旋转各个螺栓15a、15b，来调整轨道12的高度及水平，也就是说，底座11是可调节的。
然而，现有起重轨道结构10存在十分明显的缺点。一般而言，轨道12的总长约为60至100米，在设计时大多以3至5米的轨道衔接而成，并固定于可调节的底座11上。起重重量约为16吨，而容置装置（未显示于图中）在轨道12上的运行速度约为210m/min，加速度约为0.75m/s2。当急加速或是急减速时，轨道12所受到的横向推力较大，但是支撑平台16与脚座13间仅以四个垂直于地面的螺栓15a固定，横向力的承受能力显然有限。当受横向力较大时，不仅容易产生横向变形，也容易造成轨道12横移，使轨道12衔接处的缝隙变大。此外，起重轨道结构10中的车轮橡胶层也容易破裂，甚至造成整个仓储的损坏，进而引起极大的财产损失，并影响生产。因此，如何改善现有起重轨道结构10强度不足的问题，便成为一个十分重要的课题。
 技术问题
因此本发明的目的是提供一种起重轨道结构，该起重轨道结构具有改良的底座设计以解决背景技术的问题。
 技术解决方案
为解决上述技术问题，本发明采用的一个技术方案是:提供一种起重轨道结构，其包括一底座以及一轨道。所述底座包括一脚座、至少一直立螺丝、分别设置于所述直立螺丝两侧的一斜拉螺丝、一上垂直螺栓以及一下垂直螺栓、至少一上斜拉螺栓以及至少一下斜拉螺栓、一支撑平台以及一固定块。所述脚座之上设置有至少一第一孔洞以及至少一第二孔洞。所述上垂直螺栓以及所述下垂直螺栓与所述直立螺丝搭配，所述上斜拉螺栓以及所述下斜拉螺栓与所述斜拉螺丝搭配。所述支撑平台之上设置有至少一第三孔洞以及至少一第四孔洞。所述固定块之上设置有至少一孔洞。所述轨道固定于所述底座之上。所述直立螺丝经由所述第一孔洞、所述下垂直螺栓、所述第三孔洞、所述孔洞穿设至所述上垂直螺栓，所述斜拉螺丝经由所述第二孔洞、所述下斜拉螺栓、所述第四孔洞穿设至所述上斜拉螺栓。
根据本发明的一实施例，所述第一孔洞以及所述第三孔洞的内壁不具有斜度，所述第二孔洞以及所述第四孔洞的内壁具有一特定斜度。
根据本发明的一实施例，所述分别设置于所述直立螺丝两侧的斜拉螺丝，是以所述直立螺丝为中心对称设置。
根据本发明的一实施例，所述底座另包括二相对设置于所述支撑平台之上的限位槽，以及分别插设于所述限位槽的轨道限位块，以于所述轨道固定至所述底座之后，限制所述轨道的移动。
本发明提供的另一技术方案是:提供一种起重轨道结构，其包括一底座以及一轨道。所述底座包括一脚座、至少一直立螺丝、分别设置于所述直立螺丝两侧的一斜拉螺丝、一上垂直螺栓以及一下垂直螺栓、至少一上斜拉螺栓以及至少一下斜拉螺栓、一支撑平台、一固定块以及二轨道限位块。所述脚座之上设置有至少一第一孔洞以及至少一第二孔洞。所述上垂直螺栓以及所述下垂直螺栓与所述直立螺丝搭配，所述上斜拉螺栓以及所述下斜拉螺栓与所述斜拉螺丝搭配。所述支撑平台之上设置有至少一第三孔洞以及至少一第四孔洞，以及二相对设置的限位槽。所述固定块之上设置有至少一孔洞。所述轨道限位块，分别插设于所述限位槽。所述轨道固定于所述底座之上。所述直立螺丝经由所述第一孔洞、所述下垂直螺栓、所述第三孔洞、所述孔洞穿设至所述上垂直螺栓，所述斜拉螺丝经由所述第二孔洞、所述下斜拉螺栓、所述第四孔洞穿设至所述上斜拉螺栓，所述分别插设于所述相对设置的限位槽内的轨道限位块，用于所述轨道固定至所述底座之后，限制所述轨道的移动。
根据本发明的一实施例，所述第一孔洞以及所述第三孔洞的内壁不具有斜度，所述第二孔洞以及所述第四孔洞的内壁具有一特定斜度。
根据本发明的一实施例，所述分别设置于所述直立螺丝两侧的斜拉螺丝，是以所述直立螺丝为中心对称设置。
本发明还有一个技术方案是:提供一种起重轨道结构，其包括一底座以及一轨道。所述底座包括一脚座、一支撑平台、一固定块以及二轨道限位块。该支撑平台之上设置有二相对的限位槽。所述轨道限位块，分别插设于所述限位槽。所述轨道固定于所述底座之上。所述脚座、所述支撑平台以及所述固定块，利用至少一螺丝以及至少一螺栓固定，所述分别插设于所述相对设置的限位槽内的轨道限位块，用于所述轨道固定至所述底座之后，限制所述轨道的移动。
根据本发明的一实施例，所述底座另包括：至少一第一孔洞以及至少一第二孔洞，设置于所述脚座之上；至少一直立螺丝，以及分别设置于所述直立螺丝两侧的一斜拉螺丝；一上垂直螺栓以及一下垂直螺栓，所述上垂直螺栓以及所述下垂直螺栓与所述直立螺丝搭配；至少一上斜拉螺栓以及至少一下斜拉螺栓，所述上斜拉螺栓以及所述下斜拉螺栓与所述斜拉螺丝搭配；至少一第三孔洞以及至少一第四孔洞，设置于所述支撑平台之上；至少一孔洞，设置于所述固定块之上；所述直立螺丝经由所述第一孔洞、所述下垂直螺栓、所述第三孔洞、所述孔洞穿设至所述上垂直螺栓，所述斜拉螺丝经由所述第二孔洞、所述下斜拉螺栓、所述第四孔洞穿设至所述上斜拉螺栓，以将所述脚座、所述支撑平台以及所述固定块固定。
根据本发明的一实施例，所述第一孔洞以及所述第三孔洞的内壁不具有斜度，所述第二孔洞以及所述第四孔洞的内壁具有一特定斜度。
根据本发明的一实施例，所述分别设置于所述直立螺丝两侧的斜拉螺丝，是以所述直立螺丝为中心对称设置。
 有益效果
相较于现有技术，本发明的起重轨道结构，是通过设置于中间的直立螺丝以及其两侧的斜拉螺丝，来组装底座。并利用与直立螺丝搭配的垂直于地面的螺栓来承受垂直压力，同时利用与斜拉螺丝搭配的斜拉螺栓，来承受横向推力，以及辅助垂直于地面的螺栓承受垂直压力，兼顾了横向力与垂直力的承受能力。不仅可以防止横向变形，当所受的横向力较大时，轨道也不容易横移，造成轨道衔接处的缝隙变大。另外，本发明的起重轨道结构，通过设置于支撑平台上的限位槽，以及与限位槽搭配的轨道限位块，使轨道限位块可以限制轨道的移动，即使遇到受力较大的情形，也得以保证轨道与支撑平台的相对位置固定，进而防止轨道移位，同时也可以防止人为的安装梳失。如此一来，不仅轨道与底座的强度变大，减少变形的现象，也可以降低故障率，使生产线运作顺畅，增加产量。本发明的起重轨道结构，即使是运作在满载或是最大加速度的情况下，也可以保持稳定性。
 附图说明
图1绘示现有技术的起重轨道结构的示意图。
图2绘示现有技术的起重轨道结构中脚座与支撑平台的示意图。
图3绘示现有技术的起重轨道结构中底座的组合示意图。
图4绘示本发明起重轨道结构的示意图。
图5绘示本发明起重轨道结构中脚座与支撑平台的示意图。
图6绘示本发明起重轨道结构中底座的组合示意图。
 本发明的最佳实施方式
以下各实施例的说明是参考附加的图式，用以例示本发明可用以实施的特定实施例。本发明所提到的方向用语，例如「上」、「下」、「前」、「后」、「左」、「右」、「顶」、「底」、「水平」、「垂直」等，仅是参考附加图式的方向。因此，使用的方向用语是用以说明及理解本发明，而非用以限制本发明。
请参阅图4，图4绘示了本发明起重轨道结构100的示意图。起重轨道结构100包括有一底座101以及一轨道102。底座101包括有一脚座103、多个螺丝104a、104b、多个螺栓105a、105b、105c、105d、一支撑平台106以及一固定块107。而容置装置（未显示于图中），即运行于轨道102之上。螺丝104a为直立的螺丝，被拴锁于相对应的螺栓105a、105b，而螺丝104b为斜拉的螺丝，被拴锁于相对应的螺栓105c、105d。
请参阅图5，图5绘示了本发明起重轨道结构100中脚座103与支撑平台106的示意图。脚座103上设置有多个孔洞103a、103b，支撑平台106上靠近中央的部分，设置有多个孔洞106a，而支撑平台106上靠近两侧的部分，亦设置有多个孔洞106b，孔洞106a分别对应于孔洞103a，孔洞106b分别对应于孔洞103b，以分别供螺丝104a、104b(请参阅图4)穿设之用。请一并参阅图6与图5，图6绘示了本发明起重轨道结构100中底座101的组合示意图。当组装底座101时，螺丝104a分别经由相应的脚座103孔洞103a、相应的螺栓105a、相应的支撑平台106孔洞106a、固定块107上的相应孔洞（未显示于图中），一路穿设至相应的螺栓105b。同时，螺丝104b分别经由相应的脚座103孔洞103b、相应的螺栓105c、相应的支撑平台106孔洞106b，一路穿设至相应的螺栓105d，以完成底座101的组装。由于螺丝104a为直立的螺丝，供其穿设的孔洞103a与孔洞106a，内壁不具有任何斜度。但由于螺丝104b为斜拉的螺丝，供其穿设的孔洞103b与孔洞106b，内壁必需具有特定的斜度（如图5虚线所示），才能妥善容置螺丝104b。
除此之外，由于位于中间的螺丝104a是直立的螺丝，与其搭配的螺栓105a主要是用来承受垂直压力。而螺丝104b为斜拉的螺丝，依据力学原理，位于螺栓105a两侧与而螺丝104b搭配的螺栓105c，不仅能承受横向的推力，也可以辅助螺栓105a承受垂直压力。并且位于中间螺丝104a两侧的螺丝104b与螺栓105c、105d，可以以中间螺丝104a为中心对称设置。如此一来，可以兼顾横向力与垂直力的承受能力，有效防止横向变形。并且当所受的横向力较大时，轨道102不容易横移，轨道102衔接处的缝隙也不致于变大。由于螺栓105a与螺栓105c充分起到了支撑与调节的作用，并且本发明起重轨道结构100可藉由旋转各螺栓105a、105b、105c、105d，来调节轨道102的高度及水平，因此，本发明起重轨道结构100的底座101是可调节的。
请再参阅图5，本发明起重轨道结构100中支撑平台106上靠近中央的部分，介于两个孔洞106a之间，相对设置有两个限位槽108，同时限位槽108与插设于其内的轨道限位块109互相搭配(请一并参阅图4与图6)。当轨道102被固定至底座101进而形成如图4所示的起重轨道结构100时，突起的轨道限位块109可以限制轨道102的移动，即使遇到受力较大的情形，也可以保证轨道102与支撑平台106的相对位置固定，不会有轨道102移位的情形，同时又可以防止人为的安装疏忽。由于对于已经组装完毕的底座101而言，限位块109是位于底座101的内部，因此在图4与图6中，限位块109是以虚线表示。此外，限位槽108与轨道限位块109的大小与形状，可依照实际的需要做调整或选择，并不限于本发明图中所示。
综上所述，本发明的起重轨道结构，是通过设置于中间的直立螺丝以及其两侧的斜拉螺丝，来组装底座。并利用与直立螺丝搭配的垂直于地面的螺栓来承受垂直压力，同时利用与斜拉螺丝搭配的斜拉螺栓，来承受横向推力，以及辅助垂直于地面的螺栓承受垂直压力，兼顾了横向力与垂直力的承受能力。不仅可以防止横向变形，当所受的横向力较大时，轨道也不容易横移，造成轨道衔接处的缝隙变大。另外，本发明的起重轨道结构，通过设置于支撑平台上的限位槽，以及与限位槽搭配的轨道限位块，使轨道限位块可以限制轨道的移动，即使遇到受力较大的情形，也得以保证轨道与支撑平台的相对位置固定，进而防止轨道移位，同时也可以防止人为的安装梳失。如此一来，不仅轨道与底座的强度变大，减少变形的现象，也可以降低故障率，使生产线运作顺畅，增加产量。本发明的起重轨道结构，即使是运作在满载或是最大加速度的情况下，也可以保持稳定性。
综上所述，虽然本发明已以较佳实施例揭露如上，但该较佳实施例并非用以限制本发明，该领域的普通技术人员，在不脱离本发明的精神和范围内，均可作各种更动与润饰，因此本发明的保护范围以权利要求界定的范围为准。
 本发明的实施方式
工业实用性
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Claims (11)

  1. 一种起重轨道结构，其包括：
    一底座，其包括：
    一脚座，所述脚座之上设置有至少一第一孔洞以及至少一第二孔洞；
    至少一直立螺丝，以及分别设置于所述直立螺丝两侧的一斜拉螺丝；
    一上垂直螺栓以及一下垂直螺栓，所述上垂直螺栓以及所述下垂直螺栓与所述直立螺丝搭配；
    至少一上斜拉螺栓以及至少一下斜拉螺栓，所述上斜拉螺栓以及所述下斜拉螺栓与所述斜拉螺丝搭配；
    一支撑平台，所述支撑平台之上设置有至少一第三孔洞以及至少一第四孔洞；
    一固定块，所述固定块之上设置有至少一孔洞；
    一轨道，固定于所述底座之上；
    其中所述直立螺丝经由所述第一孔洞、所述下垂直螺栓、所述第三孔洞、所述孔洞穿设至所述上垂直螺栓，所述斜拉螺丝经由所述第二孔洞、所述下斜拉螺栓、所述第四孔洞穿设至所述上斜拉螺栓。
  2. 根据权利要求1所述的起重轨道结构，其中所述第一孔洞以及所述第三孔洞的内壁不具有斜度，所述第二孔洞以及所述第四孔洞的内壁具有一特定斜度。
  3. 根据权利要求1所述的起重轨道结构，其中所述分别设置于所述直立螺丝两侧的斜拉螺丝，是以所述直立螺丝为中心对称设置。
  4. 根据权利要求1所述的起重轨道结构，其中所述底座另包括二相对设置于所述支撑平台之上的限位槽，以及分别插设于所述限位槽的轨道限位块，以于所述轨道固定至所述底座之后，限制所述轨道的移动。
  5. 一种起重轨道结构，其包括：
    一底座，其包括：
    一脚座，所述脚座之上设置有至少一第一孔洞以及至少一第二孔洞；
    至少一直立螺丝，以及分别设置于所述直立螺丝两侧的一斜拉螺丝；
    一上垂直螺栓以及一下垂直螺栓，所述上垂直螺栓以及所述下垂直螺栓与所述直立螺丝搭配；
    至少一上斜拉螺栓以及至少一下斜拉螺栓，所述上斜拉螺栓以及所述下斜拉螺栓与所述斜拉螺丝搭配；
    一支撑平台，所述支撑平台之上设置有至少一第三孔洞以及至少一第四孔洞，以及二相对设置的限位槽；
    一固定块，所述固定块之上设置有至少一孔洞；
    二轨道限位块，分别插设于所述限位槽；
    一轨道，固定于所述底座之上；
    其中所述直立螺丝经由所述第一孔洞、所述下垂直螺栓、所述第三孔洞、所述孔洞穿设至所述上垂直螺栓，所述斜拉螺丝经由所述第二孔洞、所述下斜拉螺栓、所述第四孔洞穿设至所述上斜拉螺栓，所述分别插设于所述相对设置的限位槽内的轨道限位块，于所述轨道固定至所述底座之后，限制所述轨道的移动。
  6. 根据权利要求5所述的起重轨道结构，其中所述第一孔洞以及所述第三孔洞的内壁不具有斜度，所述第二孔洞以及所述第四孔洞的内壁具有一特定斜度。
  7. 根据权利要求5所述的起重轨道结构，其中所述分别设置于所述直立螺丝两侧的斜拉螺丝，是以所述直立螺丝为中心对称设置。
  8. 一种起重轨道结构，其包括：
    一底座，其包括：
    一脚座；
    一支撑平台，该支撑平台之上设置有二相对的限位槽；
    一固定块；
    二轨道限位块，分别插设于所述限位槽；
    一轨道，固定于所述底座之上；
    其中所述脚座、所述支撑平台以及所述固定块，利用至少一螺丝以及至少一螺栓固定，所述分别插设于所述相对设置的限位槽内的轨道限位块，用于所述轨道固定至所述底座之后，限制所述轨道的移动。
  9. 根据权利要求8所述的起重轨道结构，其中所述底座另包括：
    至少一第一孔洞以及至少一第二孔洞，设置于所述脚座之上；
    至少一直立螺丝，以及分别设置于所述直立螺丝两侧的一斜拉螺丝；
    一上垂直螺栓以及一下垂直螺栓，所述上垂直螺栓以及所述下垂直螺栓与所述直立螺丝搭配；
    至少一上斜拉螺栓以及至少一下斜拉螺栓，所述上斜拉螺栓以及所述下斜拉螺栓与所述斜拉螺丝搭配；
    至少一第三孔洞以及至少一第四孔洞，设置于所述支撑平台之上；
    至少一孔洞，设置于所述固定块之上；
    所述直立螺丝经由所述第一孔洞、所述下垂直螺栓、所述第三孔洞、所述孔洞穿设至所述上垂直螺栓，所述斜拉螺丝经由所述第二孔洞、所述下斜拉螺栓、所述第四孔洞穿设至所述上斜拉螺栓，以将所述脚座、所述支撑平台以及所述固定块固定。
  10. 根据权利要求9所述的起重轨道结构，其中所述第一孔洞以及所述第三孔洞的内壁不具有斜度，所述第二孔洞以及所述第四孔洞的内壁具有一特定斜度。
  11. 根据权利要求9所述的起重轨道结构，其中所述分别设置于所述直立螺丝两侧的斜拉螺丝，是以所述直立螺丝为中心对称设置。
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CN109387384A (zh) * 2018-10-22 2019-02-26 绍兴文理学院元培学院 一种自动式双向反力架
CN109387384B (zh) * 2018-10-22 2023-12-29 绍兴文理学院元培学院 一种自动式双向反力架

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