CN111676830A - A kind of jack lifting equipment and lifting method thereof - Google Patents

A kind of jack lifting equipment and lifting method thereof Download PDF

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Publication number
CN111676830A
CN111676830A CN202010632836.9A CN202010632836A CN111676830A CN 111676830 A CN111676830 A CN 111676830A CN 202010632836 A CN202010632836 A CN 202010632836A CN 111676830 A CN111676830 A CN 111676830A
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China
Prior art keywords
trolley
jack
frame
track
rail
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Inventor
冯双雪
刘方啟
唐诩
王思润
张大斌
王瑞国
代鑫
陈绍坤
邓向逵
梁乔建
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Yunnan Construction Engineering General Contracting Co
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Yunnan Construction Engineering General Contracting Co
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Priority to CN202010632836.9A priority Critical patent/CN111676830A/en
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00Methods or apparatus specially adapted for erecting or assembling bridges
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/12Mounting of reinforcing inserts; Prestressing
    • E04G21/121Construction of stressing jacks

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

一种千斤顶提升设备及其提升方法,包括走行支架系统(1)、安装于走行支架系统外侧的平动系统(2)、连接平动系统的提升系统(3);所述走行支架系统包括采用金属构件焊连接成的外形呈立体矩形的支撑框架(11),焊接于轴承框架四角内的四根立杆(12)、安装于立杆底端的万向轮(13);所述平动系统包括设置于支撑框架外侧的矩形轨道框(21)、安装于矩形轨道框内可沿上下轨道往复移动的平动小车(22)。本发明有效解决了在桥梁上部结构预应力张拉施工过程中高空作业千斤顶就位不便,操作困难的问题,其结构稳固,操作简便,施工安全。

Figure 202010632836

A jack lifting device and a lifting method thereof, comprising a travel support system (1), a translation system (2) installed on the outside of the travel support system, and a lifting system (3) connected to the translation system; the travel support system includes using A support frame (11) with a three-dimensional rectangular shape formed by welding metal components, four vertical rods (12) welded to the four corners of the bearing frame, and a universal wheel (13) mounted on the bottom end of the vertical rods; the translation system includes: A rectangular rail frame (21) arranged on the outside of the support frame, and a translation trolley (22) installed in the rectangular rail frame and capable of reciprocating along the upper and lower rails. The invention effectively solves the problems of inconvenient positioning of the jack for high-altitude operation and difficult operation during the prestressed tensioning construction of the upper structure of the bridge, and has a stable structure, simple operation and safe construction.

Figure 202010632836

Description

一种千斤顶提升设备及其提升方法A kind of jack lifting equipment and lifting method thereof

技术领域technical field

本发明涉及公路工程施工技术领域,尤其涉及一种适用于桥梁上部结构预应力张拉施工的新型的千斤顶提升设备及其提升方法。The invention relates to the technical field of highway engineering construction, in particular to a novel jack hoisting device and a hoisting method thereof suitable for prestressed tension construction of a bridge upper structure.

背景技术Background technique

随着桥梁跨度不断的增加,预应力在桥梁结构中的使用越来越广泛。传统预应力张拉施工过程中,都是采用简易的吊具如钢丝绳或尼龙绳进行千斤顶吊送,千斤顶就位过程中时常出现摇摆、转动的问题,使得张拉作业过程千斤顶安装就位存在一定的困难,同时,若施加预应力吨位较大,千斤顶重量随之增大,张拉处千斤顶就位施工操作就需要两名作业人员协同操作,存在较大的安全隐患。With the increasing span of bridges, the use of prestressing in bridge structures is becoming more and more extensive. In the traditional prestressed tensioning construction process, simple spreaders such as steel wire ropes or nylon ropes are used to hoist the jack. During the process of the jack in place, there are often problems of swing and rotation, which makes the installation of the jack in place during the tensioning operation. At the same time, if the tonnage of the applied prestress is large, the weight of the jack will increase accordingly, and the construction operation of the jack at the tensioning place requires two operators to cooperate with each other, and there is a great potential safety hazard.

发明内容SUMMARY OF THE INVENTION

本发明的目的在于提供一种操作简便、使用安全、可周转使用的千斤顶提升设备,以快速的使千斤顶顺利就位,增加施工效率,确保施工安全。本发明还提供这种设备的提升方法。The purpose of the present invention is to provide a jack hoisting device that is easy to operate, safe to use, and can be used in turnaround, so as to quickly make the jack smoothly in place, increase construction efficiency, and ensure construction safety. The present invention also provides a lifting method of such a device.

为实现上述目的,本发明采取的技术方案如下:To achieve the above object, the technical scheme adopted by the present invention is as follows:

一种千斤顶提升设备,包括走行支架系统、安装于走行支架系统外侧的平动系统、连接平动系统的提升系统;A jack hoisting device includes a traveling support system, a translation system installed on the outside of the traveling support system, and a lifting system connected to the translation system;

所述走行支架系统包括采用金属构件焊连接成的外形呈立体矩形的支撑框架,焊接于轴承框架四角内的四根立杆、安装于立杆底端的万向轮;The traveling support system includes a support frame with a three-dimensional rectangular shape formed by welding metal components, four vertical rods welded in the four corners of the bearing frame, and a universal wheel installed at the bottom end of the vertical rod;

所述平动系统包括设置于支撑框架外侧的矩形轨道框、安装于矩形轨道框内可沿上下轨道往复移动的平动小车;所述矩形轨道框的顶框和底框带有槽口相对的轨道槽;所述平动小车包括矩形车架、分别安装于矩形车架上梁和下梁外侧两边的直立滚轮、分别安装于矩形车架两边立柱顶端和底端的平放滚轮;所述直立滚轮和平放滚轮置于所述矩形轨道框的轨道槽内;在矩形车架的上梁和下梁中部焊接有外伸的连接卡板;The translation system includes a rectangular rail frame arranged on the outside of the support frame, and a translation trolley installed in the rectangular rail frame and reciprocating along the upper and lower rails; the top frame and the bottom frame of the rectangular rail frame are opposite to each other. track groove; the translation trolley includes a rectangular frame, upright rollers respectively installed on the outer sides of the upper beam and the lower beam of the rectangular frame, and flat rollers installed at the top and bottom ends of the columns on both sides of the rectangular frame respectively; the upright rollers The flat rollers are placed in the track grooves of the rectangular track frame; the upper beam and the middle of the lower beam of the rectangular frame are welded with outstretched connecting clips;

所述提升系统包括底座、安装于底座上的竖直螺纹柱、套装在竖直螺纹柱上的内螺纹套管、插装在内螺纹套管上的锁紧杆、套装在竖直螺纹柱上并位于内螺纹套管上方的手轮、套装在竖直螺纹柱上并可顶住手轮轮毂的推力球轴承、焊接于底座内侧的底板、安装于底板上的两条槽口相对的主轨道、安装于主轨道内可往复行走的外小车、安装于外小车内的可往复行走的内小车;所述外小车包括矩形框架式车厢、安装于车厢底部的前后两根外小车轮轴以及安装于外小车轮轴两端的外小车车轮,车厢的两侧厢框为槽口相对的槽钢件,外小车车轮配装于小车主轨道内并沿主轨道往复移动,在车厢前端设置有外小车限位螺钉;所述内小车包括车体、安装于车体底部的前后两根内小车轮轴以及安装于内小车轮轴两端的内小车车轮,内小车车轮配装于外小车车厢的两侧厢框槽口内并沿厢框往复移动,在车体的前端顶部安装有千斤顶支撑转轴;在所述加长轨道底部设置有加长轨道限位螺钉;所述内螺纹套管与平动系统的上下两块连接卡板焊接,在所述底板的前端安装有防脱轨阻挡螺栓。The lifting system includes a base, a vertical threaded column installed on the base, an inner threaded sleeve sleeved on the vertical threaded column, a locking rod inserted into the inner threaded sleeve, and sleeved on the vertical threaded column. The hand wheel is located above the inner threaded sleeve, the thrust ball bearing that is sleeved on the vertical threaded column and can withstand the hand wheel hub, the bottom plate welded on the inner side of the base, and the two main rails installed on the bottom plate with opposite notches , an outer trolley installed in the main track and reciprocating, and an inner trolley installed in the outer trolley; the outer trolley includes a rectangular frame-type carriage, two front and rear outer trolley axles installed at the bottom of the carriage, and a The outer trolley wheels at both ends of the outer trolley axle, the two sides of the carriage are channel steel pieces with opposite notches, the outer trolley wheels are fitted in the main track of the trolley and move back and forth along the main track, and the front end of the carriage is provided with an outer trolley limit screws; the inner trolley includes a vehicle body, two front and rear inner trolley axles installed at the bottom of the vehicle body, and inner trolley wheels installed at both ends of the inner trolley axle, and the inner trolley wheels are fitted in the two sides of the outer trolley compartment. It moves back and forth along the box frame, and a jack is installed on the top of the front end of the car body to support the rotating shaft; the bottom of the extended track is provided with an extended track limit screw; welding, and a derailment-preventing blocking bolt is installed on the front end of the bottom plate.

进一步地,在所述主轨道外端通过铰轴连接有可沿铰轴转动的加长轨道;所述底板包括间隔铺设的用于安装主轨道的主底板和中连接板,主底板带有外延至主轨道外的搭接段,中连接板位于主轨道外端底部,加长轨道转动至背靠背贴靠在主轨道上时,通过连接螺钉将加长轨道固定在搭接段上;在加长轨道底部通过连接螺钉附装有附加连接板,用于加长轨道展开时,连接和稳固两根加长轨道。Further, an extension rail that can be rotated along the hinge shaft is connected to the outer end of the main rail through a hinge shaft; the bottom plate includes a main bottom plate and a middle connecting plate for installing the main rail, which are laid at intervals, and the main bottom plate has an extension extending to In the lap section outside the main track, the middle connecting plate is located at the bottom of the outer end of the main track. When the extended track is rotated to back-to-back against the main track, the extended track is fixed on the lap section by connecting screws; at the bottom of the extended track by connecting The screw is attached with an additional connecting plate, which is used to connect and stabilize the two extended rails when the extended rails are unfolded.

进一步地,在所述支撑框架的顶面内部加焊有支撑钢架。Further, a supporting steel frame is welded inside the top surface of the supporting frame.

本发明所述千斤顶提升设备的提升方法如下:The lifting method of the jack lifting device of the present invention is as follows:

S1.在进行桥梁上部结构预应力张拉施工时,将待使用的千斤顶油泵安装在焊接于所述支撑框架外侧的油泵支架,将千斤顶通过带顶板的千斤顶连接架安装在所述提升系统的千斤顶支撑转轴上,将走行支架系统的万向轮置放于桥梁上,平动系统和提升系统悬空于桥梁外侧,底板、依托底板安装的轨道、小车以及承托的千斤顶伸向桥梁下方;S1. During the prestressed tensioning construction of the upper structure of the bridge, install the jack oil pump to be used on the oil pump bracket welded on the outside of the support frame, and install the jack on the jack of the lifting system through the jack connection frame with the top plate On the support shaft, place the universal wheel of the traveling support system on the bridge, the translation system and the lifting system are suspended on the outside of the bridge, and the bottom plate, the track installed on the bottom plate, the trolley and the supporting jack extend to the bottom of the bridge;

S2.推动走行支架系统,万向轮转动,整个提升设备沿桥梁面行驶至施工位置;S2. Push the running support system, the universal wheel rotates, and the entire lifting equipment travels along the bridge surface to the construction position;

S3.推动平动小车沿矩形轨道框移动,进行千斤顶位置的初步调节;S3. Push the translation trolley to move along the rectangular track frame to perform preliminary adjustment of the position of the jack;

S4.转动手轮,带动竖直螺纹柱下降,将放置在千斤顶支撑转轴上的千斤顶向下放,同时,外小车、内小车、主轨道及底板可通过竖直螺纹柱、螺纹套管及推力球轴承进行旋转,以此进行千斤顶角度粗调,随后拧紧锁紧杆锁死竖直螺纹柱;S4. Turn the handwheel to drive the vertical threaded column down, and lower the jack placed on the jack support shaft. At the same time, the outer trolley, inner trolley, main track and bottom plate can pass through the vertical threaded column, threaded sleeve and thrust ball. The bearing rotates to make a rough adjustment of the jack angle, and then tighten the locking rod to lock the vertical threaded column;

S5.根据千斤顶与张拉位置距离,推动外小车沿主轨道内移动,同时外小车的外小车车厢作为内小车的轨道,可推动内小车以进一步增大千斤顶的运动范围;还可通过千斤顶支撑转轴及千斤顶连接架进行千斤顶角度精调;S5. According to the distance between the jack and the tensioning position, push the outer trolley to move along the main track. At the same time, the outer trolley of the outer trolley serves as the track of the inner trolley, which can push the inner trolley to further increase the range of movement of the jack; it can also be supported by the jack The shaft and the jack connecting frame are used for fine adjustment of the jack angle;

S6.重复以上步骤使千斤顶对准张拉处的锚具,完成千斤顶提升就位工作。S6. Repeat the above steps to align the jack with the anchor at the tensioning place, and complete the lifting of the jack into place.

上述步骤S5中,将加长轨道沿铰轴转动,展开加长轨道,使加长轨道与主轨道拼接,延长外小车行走的轨道;加长轨道与主轨道拼接后,取下附加连接板并将其横向连接于两根加长轨道外端,用连接螺钉将附加连接板两端分别与加长轨道外端连接固定,防止加长轨道散开。In the above-mentioned step S5, the lengthened track is rotated along the hinge shaft, the lengthened track is unfolded, the lengthened track is spliced with the main track, and the track on which the outer trolley travels is extended; after the lengthened track is spliced with the main track, the additional connecting plate is removed and connected horizontally. On the outer ends of the two elongated rails, use connecting screws to connect and fix the two ends of the additional connecting plate with the outer ends of the elongated rails to prevent the elongated rails from being scattered.

本发明通过各个系统的联动作用将千斤顶送至施工张拉处,提高预应力张拉施工效率,有效解决了千斤顶安装就位困难的问题。本发明的提升设备结构稳固,使用安全可靠。The invention sends the jack to the construction tensioning place through the linkage action of each system, improves the prestressed tensioning construction efficiency, and effectively solves the problem of difficulty in installing the jack in place. The lifting device of the present invention has a stable structure and is safe and reliable to use.

附图说明Description of drawings

图1是本发明的结构示意图;Fig. 1 is the structural representation of the present invention;

图2是本发明的主视图;Fig. 2 is the front view of the present invention;

图3是本发明的左视图;Fig. 3 is the left side view of the present invention;

图4是本发明的俯视图;Fig. 4 is the top view of the present invention;

图5是立杆的结构示意图;Fig. 5 is the structural representation of the pole;

图6是平动小车的结构示意图;Fig. 6 is the structural representation of the translation trolley;

图7是提升系统的结构分解示意图;Fig. 7 is the structural decomposition schematic diagram of the lifting system;

图8是本发明提升千斤顶时的侧视示意图;8 is a schematic side view of the present invention when the jack is lifted;

图9是本发明提升千斤顶时的仰视示意图。FIG. 9 is a schematic bottom view of the present invention when the jack is lifted.

具体实施方式Detailed ways

现在参考附图和实施例进一步描述本发明的内容,附图中类似的元件标号代表本发明的元件。本发明适用于桥梁上部结构预应力张拉施工的千斤顶提升,但不限于此,还可以用在其他工程类型施工过程中。The present invention will now be further described with reference to the accompanying drawings and examples, in which like reference numerals represent elements of the invention. The present invention is suitable for the jack lifting of the prestressed tension construction of the upper structure of the bridge, but is not limited to this, and can also be used in the construction process of other engineering types.

如图1~图4所示,一种千斤顶提升设备,包括走行支架系统1、安装于走行支架系统外侧的平动系统2、连接平动系统的提升系统3。As shown in Figures 1 to 4, a jack lifting device includes a traveling support system 1, a translation system 2 installed on the outside of the traveling support system, and a lifting system 3 connected to the translation system.

如图1~图5所示,所述走行支架系统1包括采用金属构件焊连接成的外形呈立体矩形的支撑框架11,焊接于轴承框架四角内的四根立杆12、安装于立杆底端的万向轮13。在支撑框架11的顶面内部加焊有纵横交织的支撑钢架111,以增加支撑框架的强度和刚性。支撑框架11用方钢管焊接而成。所述立杆12也采用方钢管制作,在立杆上等间距加工安装孔121并配置立杆可穿过的限位钢板122,将限位钢板焊接于支撑框架11上,立杆可在限位钢板上的方孔内上下移动,用卡钉123插入位于限位钢板底部的安装孔,实现立杆的定位。通过调节卡钉在立杆上的插入孔位,实现支撑框架11安装高度的调节。As shown in FIGS. 1 to 5 , the traveling support system 1 includes a support frame 11 with a three-dimensional rectangular shape formed by welding metal components, four vertical rods 12 welded in the four corners of the bearing frame, Universal wheel 13. A vertical and horizontally interwoven supporting steel frame 111 is welded inside the top surface of the supporting frame 11 to increase the strength and rigidity of the supporting frame. The support frame 11 is welded with square steel pipes. The vertical rod 12 is also made of square steel pipe. The mounting holes 121 are machined at equal intervals on the vertical rod, and the limit steel plate 122 that the vertical rod can pass through is arranged. Move up and down in the square hole on the limit steel plate, and insert the clip 123 into the installation hole at the bottom of the limit steel plate to realize the positioning of the pole. The installation height of the support frame 11 can be adjusted by adjusting the insertion hole positions of the clips on the vertical rod.

如图1~图4、图6所示,所述平动系统2包括设置于支撑框架外侧的矩形轨道框21、安装于矩形轨道框内可沿上下轨道往复移动的平动小车22。所述矩形轨道框21的顶框和底框带有槽口相对的轨道槽。所述平动小车包括矩形车架221、分别安装于矩形车架上梁和下梁外侧两边的直立滚轮222、分别安装于矩形车架两边立柱顶端和底端的平放滚轮223。所述直立滚轮222和平放滚轮223置于所述矩形轨道框的轨道槽内。在矩形车架的上梁和下梁中部焊接有外伸的连接卡板224。As shown in FIGS. 1-4 and 6 , the translation system 2 includes a rectangular rail frame 21 disposed outside the support frame, and a translation trolley 22 installed in the rectangular rail frame and reciprocating along the upper and lower rails. The top frame and the bottom frame of the rectangular track frame 21 are provided with track grooves with opposite notches. The translation trolley includes a rectangular frame 221, upright rollers 222 installed on the outer sides of the upper and lower beams of the rectangular frame, and flat rollers 223 installed on the top and bottom ends of the two sides of the rectangular frame. The vertical rollers 222 and the flat rollers 223 are placed in the track grooves of the rectangular track frame. An overhanging connection card plate 224 is welded to the middle of the upper beam and the lower beam of the rectangular frame.

如图1~图4、图7所示,所述提升系统3包括底座31、安装于底座上的竖直螺纹柱32、套装在竖直螺纹柱上的内螺纹套管33、插装在内螺纹套管上的锁紧杆331、套装在竖直螺纹柱上并位于内螺纹套管33上方的手轮333、套装在竖直螺纹柱上并可顶住手轮轮毂的推力球轴承332、焊接于底座内侧的底板、安装于底板上的两条槽口相对的主轨道35、安装于主轨道内可往复行走的外小车36、安装于外小车内的可往复行走的内小车37。所述内螺纹套管33包括套管顶托334和套管底衬335,所述推力球轴承332装配于套管顶托334内,推力球轴承顶面与手轮333的轮毂底面接触。所述外小车包括矩形框架式车厢361、安装于车厢底部的前后两根外小车轮轴362以及安装于外小车轮轴两端的外小车车轮363,车厢的两侧厢框为槽口相对的槽钢件,外小车车轮配装于小车主轨道内并沿主轨道往复移动,在车厢前端外侧面设置于外小车限位螺钉364。所述内小车37包括车体371、安装于车体底部的前后两根内小车轮轴372以及安装于内小车轮轴两端的内小车车轮373,内小车车轮配装于外小车车厢的两侧厢框槽口内并沿厢框往复移动,在车体的前端顶部安装有可自由转动的千斤顶支撑转轴374。在所述加长轨道30底部设置有加长轨道限位螺钉301。所述内螺纹套管33与平动系统的上下两块连接卡板224焊接,在所述底板的前端安装有防脱轨阻挡螺栓39,外小车36通过所设置的防脱轨阻挡螺栓39限制于所述主轨道35内,主轨道及底板内端与所述底座31底部焊接。所述竖直螺纹柱32通过转动手轮333及所述推力球轴承332与内螺纹套管33锚固。As shown in FIGS. 1 to 4 and 7 , the lifting system 3 includes a base 31 , a vertical threaded column 32 mounted on the base, an internally threaded sleeve 33 sleeved on the vertical threaded column, and inserted into the The locking rod 331 on the threaded sleeve, the hand wheel 333 sleeved on the vertical threaded post and located above the inner threaded sleeve 33, the thrust ball bearing 332 sleeved on the vertical threaded post and against the hub of the handwheel, The bottom plate welded on the inner side of the base, the main rail 35 installed on the bottom plate with opposite notches, the outer trolley 36 installed in the main rail and reciprocating, and the inner trolley 37 installed in the outer trolley and reciprocating. The internally threaded sleeve 33 includes a sleeve jack 334 and a sleeve bottom liner 335 . The thrust ball bearing 332 is assembled in the sleeve jack 334 , and the top surface of the thrust ball bearing contacts the bottom surface of the hub of the handwheel 333 . The outer trolley includes a rectangular frame-type carriage 361, two front and rear outer trolley axles 362 installed at the bottom of the carriage, and outer trolley wheels 363 installed at both ends of the outer trolley axle. , the wheel of the outer trolley is assembled in the main track of the trolley and moves back and forth along the main track, and a limit screw 364 of the outer trolley is arranged on the outer side of the front end of the carriage. The inner trolley 37 includes a vehicle body 371, two front and rear inner trolley axles 372 installed at the bottom of the vehicle body, and inner trolley wheels 373 installed at both ends of the inner trolley axle. Inside the notch and moving back and forth along the box frame, a freely rotatable jack is installed on the top of the front end of the vehicle body to support the shaft 374 . At the bottom of the elongated rail 30 is an elongated rail limit screw 301 . The inner threaded sleeve 33 is welded with the upper and lower connecting plates 224 of the translation system, and an anti-derailment blocking bolt 39 is installed at the front end of the bottom plate, and the outer trolley 36 is limited to the set by the anti-derailing blocking bolt 39. In the main rail 35 , the inner end of the main rail and the bottom plate are welded with the bottom of the base 31 . The vertical threaded column 32 is anchored to the inner threaded sleeve 33 by rotating the hand wheel 333 and the thrust ball bearing 332 .

在所述主轨道35外端通过铰轴38连接有可沿铰轴转动的加长轨道30;所述底板包括间隔铺设的用于安装主轨道的主底板341和中连接板342,主底板341带有外延至主轨道外的搭接段343,中连接板342位于主轨道外端底部,加长轨道30转动至背靠背贴靠在主轨道上时,通过连接螺钉301将加长轨道固定在搭接段343上;在加长轨道底部通过连接螺钉附装有附加连接板344,用于加长轨道展开时,连接和稳固两根加长轨道。The outer end of the main rail 35 is connected with an elongated rail 30 that can rotate along the hinge shaft through a hinge shaft 38; the bottom plate includes a main bottom plate 341 and a middle connecting plate 342 for installing the main rail, which are laid at intervals. There is a lap section 343 extending to the outside of the main track. The middle connecting plate 342 is located at the bottom of the outer end of the main track. When the extension rail 30 is rotated to back to back against the main track, the extension rail is fixed on the lap section 343 by connecting screws 301. On the bottom of the elongated rail, an additional connecting plate 344 is attached through a connecting screw, which is used to connect and stabilize the two elongated rails when the elongated rail is unfolded.

采用本发明,可将千斤顶安装在提升系统的千斤顶支撑转轴上,通过走行支架系统使本发明行驶至施工位置,利用平动系统进行千斤顶位置初步调节,再利用提升系统将千斤顶精确地送至施工的张拉位置。如图1~图9所示,具体提升方法如下:By adopting the present invention, the jack can be installed on the jack supporting shaft of the hoisting system, the present invention can be driven to the construction position by the running bracket system, the position of the jack can be preliminarily adjusted by the translation system, and the jack can be accurately sent to the construction by the hoisting system. tension position. As shown in Figure 1 to Figure 9, the specific lifting method is as follows:

S1.在进行桥梁上部结构预应力张拉施工时,将待使用的千斤顶油泵4安装在焊接于所述支撑框架11外侧的油泵支架4a上,将千斤顶5通过带顶板的千斤顶连接架5a安装在所述提升系统3的千斤顶支撑转轴374上,将本发明的走行支架系统1的万向轮13置放于桥梁6上,平动系统2和提升系统3悬空于桥梁外侧,底板、依托底板安装的轨道、小车以及承托的千斤顶伸向桥梁下方;所述千斤顶支撑转轴374为可转动部件,千斤顶连接架5a与千斤顶支撑转轴相互连接,连接方式可选择各种简洁稳固的连接方式,本实施例的连接方式是将千斤顶连接架的底架与水平穿过千斤顶支撑转轴的连接杆两端连接;S1. When carrying out the prestressed tension construction of the upper structure of the bridge, install the jack oil pump 4 to be used on the oil pump bracket 4a welded on the outside of the support frame 11, and install the jack 5 on the jack connecting frame 5a with the top plate. On the jack support shaft 374 of the lifting system 3, the universal wheel 13 of the walking support system 1 of the present invention is placed on the bridge 6, the translation system 2 and the lifting system 3 are suspended on the outside of the bridge, and the base plate and the base plate are installed. The track, the trolley and the supporting jack extend below the bridge; the jack supporting shaft 374 is a rotatable part, the jack connecting frame 5a and the jack supporting shaft are connected to each other, and various simple and stable connection methods can be selected for the connection method. The connection method of the example is to connect the bottom frame of the jack connecting frame and the two ends of the connecting rod horizontally passing through the jack supporting shaft;

S2.推动走行支架系统1,万向轮13转动,本发明沿桥梁面行驶至施工位置;S2. Push the running support system 1, the universal wheel 13 rotates, and the present invention travels along the bridge surface to the construction position;

S3.推动平动小车22沿矩形轨道框21移动,进行千斤顶位置的初步调节;S3. Push the translation trolley 22 to move along the rectangular track frame 21 to perform preliminary adjustment of the jack position;

S4.转动手轮333,带动竖直螺纹柱32下降,将放置在千斤顶支撑转轴374上的千斤顶5向下放,同时,外小车36、内小车37、主轨道35及底板可通过竖直螺纹柱32、螺纹套管33及推力球轴承332进行旋转,以此进行千斤顶角度粗调,随后拧紧锁紧杆331锁死竖直螺纹柱32;S4. Turn the hand wheel 333 to drive the vertical threaded column 32 to descend, and lower the jack 5 placed on the jack support shaft 374. At the same time, the outer trolley 36, the inner trolley 37, the main rail 35 and the bottom plate can pass through the vertical threaded column. 32. Rotate the threaded sleeve 33 and the thrust ball bearing 332 to make a rough adjustment of the jack angle, and then tighten the locking rod 331 to lock the vertical threaded column 32;

S5.检查千斤顶5与张拉位置距离,可通过将加长轨道30沿铰轴38转动,展开加长轨道30,使加长轨道30与主轨道35拼接,以延长外小车36行走的轨道,加长轨道30与主轨道35拼接后,取下附加连接板344并将其横向连接于两根加长轨道外端并用连接螺钉301将附加连接板两端分别与加长轨道外端连接固定,以防止加长轨道散开,此时,外小车36可在加长轨道30与主轨道35内活动;根据千斤顶5与张拉位置距离,可推动外小车36,以增大千斤顶的运动范围,同时外小车36的外小车车厢361作为内小车37的轨道,可推动内小车37以进一步增大千斤顶的运动范围,以满足千斤顶接近张拉位置;还可通过千斤顶支撑转轴374及千斤顶连接架5a进行千斤顶角度精调;S5. Check the distance between the jack 5 and the tensioning position. By rotating the extended rail 30 along the hinge shaft 38, the extended rail 30 can be unfolded, and the extended rail 30 can be spliced with the main rail 35 to extend the track on which the outer trolley 36 travels, and the extended rail 30 After splicing with the main rail 35, remove the additional connecting plate 344 and connect it laterally to the outer ends of the two elongated rails, and use the connecting screws 301 to connect the two ends of the additional connecting plate to the outer ends of the elongated rails to prevent the elongated rails from spreading. , at this time, the outer trolley 36 can move in the extended track 30 and the main track 35; according to the distance between the jack 5 and the tensioning position, the outer trolley 36 can be pushed to increase the range of movement of the jack, while the outer trolley compartment of the outer trolley 36 361 is used as the track of the inner trolley 37, which can push the inner trolley 37 to further increase the movement range of the jack, so as to meet the position where the jack is close to the tensioning position; the jack angle can also be finely adjusted through the jack support shaft 374 and the jack connecting frame 5a;

S6.重复以上步骤使千斤顶5对准张拉处的锚具7,完成千斤顶提升就位工作。S6. Repeat the above steps to make the jack 5 align with the anchor 7 at the tensioning place to complete the lifting of the jack into place.

以上所揭露的仅为本发明的优选实施例而已,当然不能以此来限定本发明之权利范围,因此依本发明申请专利范围所作的等同变化,仍属本发明所涵盖的范围。The above disclosures are only the preferred embodiments of the present invention, which of course cannot limit the scope of rights of the present invention. Therefore, equivalent changes made according to the scope of the patent application of the present invention are still within the scope of the present invention.

Claims (5)

1.一种千斤顶提升设备,其特征在于,包括走行支架系统(1)、安装于走行支架系统外侧的平动系统(2)、连接平动系统的提升系统(3);1. A jack lifting device, characterized in that it comprises a running support system (1), a translation system (2) installed on the outside of the running support system, and a lifting system (3) connected to the translation system; 所述走行支架系统(1)包括采用金属构件焊连接成的外形呈立体矩形的支撑框架(11),焊接于轴承框架四角内的四根立杆(12)、安装于立杆底端的万向轮(13);The traveling support system (1) includes a support frame (11) with a three-dimensional rectangular shape formed by welding metal components, four vertical rods (12) welded in the four corners of the bearing frame, and a universal wheel mounted on the bottom end of the vertical rod. (13); 所述平动系统(2)包括设置于支撑框架外侧的矩形轨道框(21)、安装于矩形轨道框内可沿上下轨道往复移动的平动小车(22);所述矩形轨道框(21)的顶框和底框带有槽口相对的轨道槽;所述平动小车包括矩形车架(221)、分别安装于矩形车架上梁和下梁外侧两边的直立滚轮(222)、分别安装于矩形车架两边立柱顶端和底端的平放滚轮(223);所述直立滚轮(222)和平放滚轮(223)置于所述矩形轨道框的轨道槽内;在矩形车架的上梁和下梁中部焊接有外伸的连接卡板(224);The translation system (2) includes a rectangular rail frame (21) arranged on the outside of the support frame, and a translation trolley (22) installed in the rectangular rail frame and capable of reciprocating along the upper and lower rails; the rectangular rail frame (21) The top frame and the bottom frame are provided with track grooves with opposite notches; the translation trolley includes a rectangular frame (221), upright rollers (222) respectively installed on the outer sides of the upper beam and the lower beam of the rectangular frame, respectively installed Flat rollers (223) on the top and bottom ends of the uprights on both sides of the rectangular frame; the vertical rollers (222) and the flat rollers (223) are placed in the track grooves of the rectangular track frame; The middle part of the lower beam is welded with an overhanging connecting clip plate (224); 所述提升系统(3)包括底座(31)、安装于底座上的竖直螺纹柱(32)、套装在竖直螺纹柱上的内螺纹套管(33)、插装在内螺纹套管上的锁紧杆(331)、套装在竖直螺纹柱上并位于内螺纹套管(33)上方的手轮(333)、套装在竖直螺纹柱上并可顶住手轮轮毂的推力球轴承(332)、焊接于底座内侧的底板、安装于底板上的两条槽口相对的主轨道(35)、安装于主轨道内可往复行走的外小车(36)、安装于外小车内的可往复行走的内小车(37);所述外小车(36)包括矩形框架式车厢(361)、安装于车厢底部的前后两根外小车轮轴(362)以及安装于外小车轮轴两端的外小车车轮(363),车厢的两侧厢框为槽口相对的槽钢件,外小车车轮配装于小车主轨道内并沿主轨道往复移动,在车厢前端设置有外小车限位螺钉(364);所述内小车(37)包括车体(371)、安装于车体底部的前后两根内小车轮轴(372)以及安装于内小车轮轴两端的内小车车轮(373),内小车车轮配装于外小车车厢的两侧厢框槽口内并沿厢框往复移动,在车体的前端顶部安装有千斤顶支撑转轴(374);在所述底板的前端安装有防脱轨阻挡螺栓(39);所述内螺纹套管(33)与平动系统的上下两块连接卡板(224)焊接。The lifting system (3) comprises a base (31), a vertical threaded column (32) mounted on the base, an inner threaded sleeve (33) sleeved on the vertical threaded column, and inserted on the inner threaded sleeve The locking rod (331), the hand wheel (333) sleeved on the vertical threaded column and located above the inner threaded sleeve (33), the thrust ball bearing sleeved on the vertical threaded column and against the hub of the hand wheel (332), a bottom plate welded on the inner side of the base, a main rail (35) installed on the bottom plate with two notches facing each other, an outer trolley (36) installed in the main track and capable of reciprocating travel, and a trolley mounted in the outer trolley An inner trolley (37) that travels back and forth; the outer trolley (36) includes a rectangular frame-type carriage (361), two front and rear outer trolley axles (362) mounted on the bottom of the carriage, and outer trolley wheels mounted on both ends of the outer trolley axle (363), the two side frames of the carriage are channel steel pieces with opposite notches, the outer trolley wheels are fitted in the main track of the trolley and move back and forth along the main track, and the front end of the carriage is provided with an outer trolley limit screw (364); The inner trolley (37) comprises a vehicle body (371), two front and rear inner trolley axles (372) installed at the bottom of the vehicle body, and inner trolley wheels (373) installed at both ends of the inner trolley axle, and the inner trolley wheels are fitted on the inner trolley. A jack supporting shaft (374) is installed at the top of the front end of the car body; an anti-derailment blocking bolt (39) is installed at the front end of the bottom plate; the The inner thread sleeve (33) is welded with the upper and lower connecting clips (224) of the translation system. 2.根据权利要求1所述的一种千斤顶提升设备,其特征在于,在所述主轨道(35)外端通过铰轴(38)连接有可沿铰轴转动的加长轨道(30);所述底板包括间隔铺设的用于安装主轨道的主底板(341)和中连接板(342),主底板(341)带有外延至主轨道外的搭接段(343),中连接板(342)位于主轨道外端底部,加长轨道(30)转动至背靠背贴靠在主轨道上时,通过连接螺钉(301)将加长轨道固定在搭接段(343)上;在加长轨道底部通过连接螺钉附装有附加连接板(344),用于加长轨道展开时,连接和稳固两根加长轨道。2. A jack lifting device according to claim 1, characterized in that, an elongated rail (30) that can rotate along the hinge shaft is connected at the outer end of the main rail (35) through a hinge shaft (38); The bottom plate comprises a main bottom plate (341) and a middle connecting plate (342) for installing the main rail, which are laid at intervals, and the main bottom plate (341) is provided with a lap section (343) extending to the outside of the main track, and the middle connecting plate (342) ) is located at the bottom of the outer end of the main rail, when the extended rail (30) is rotated to back-to-back against the main rail, the extended rail is fixed on the lap section (343) by connecting screws (301); An additional connecting plate (344) is attached to connect and stabilize the two extended rails when the extended rails are unfolded. 3.根据权利要求1或2所述的一种千斤顶提升设备,其特征在于,在所述支撑框架(11)的顶面内部加焊有支撑钢架(111)。3. A jack lifting device according to claim 1 or 2, wherein a supporting steel frame (111) is welded inside the top surface of the supporting frame (11). 4.如权利要求1所述千斤顶提升设备的提升方法,其特征在于,方法如下:4. the lifting method of jack lifting equipment as claimed in claim 1, is characterized in that, method is as follows: S1.在进行桥梁上部结构预应力张拉施工时,将待使用的千斤顶油泵(4)安装在焊接于所述支撑框架(11)外侧的油泵支架(4a)上,将千斤顶(5)通过带顶板的千斤顶连接架(5a)安装在所述提升系统(3)的千斤顶支撑转轴(374)上,将走行支架系统(1)的万向轮(13)置放于桥梁(6)上,平动系统(2)和提升系统(3)悬空于桥梁外侧,底板、依托底板安装的轨道、小车以及承托的千斤顶伸向桥梁下方;S1. During the prestressed tensioning construction of the upper structure of the bridge, install the jack oil pump (4) to be used on the oil pump bracket (4a) welded on the outside of the support frame (11), and pass the jack (5) through the belt The jack connecting frame (5a) of the top plate is installed on the jack supporting shaft (374) of the lifting system (3), and the universal wheel (13) of the traveling support system (1) is placed on the bridge (6), and the horizontal The moving system (2) and the hoisting system (3) are suspended on the outside of the bridge, and the bottom plate, the track installed on the bottom plate, the trolley and the supporting jack extend below the bridge; S2.推动走行支架系统(1),万向轮(13)转动,整个提升设备沿桥梁面行驶至施工位置;S2. Push the traveling support system (1), the universal wheel (13) rotates, and the entire lifting equipment travels along the bridge surface to the construction position; S3.推动平动小车(22)沿矩形轨道框(21)移动,进行千斤顶位置的初步调节;S3. Push the translation trolley (22) to move along the rectangular track frame (21) to perform preliminary adjustment of the position of the jack; S4.转动手轮(333),带动竖直螺纹柱(32)下降,将放置在千斤顶支撑转轴上的千斤顶(5)向下放,同时,外小车(36)、内小车(37)、主轨道(35)及底板可通过竖直螺纹柱(32)、螺纹套管(33)及推力球轴承(332)进行旋转,以此进行千斤顶角度粗调,随后拧紧锁紧杆(331)锁死竖直螺纹柱(32);S4. Turn the hand wheel (333) to drive the vertical threaded column (32) down, and lower the jack (5) placed on the jack supporting shaft. At the same time, the outer trolley (36), the inner trolley (37), the main track (35) and the bottom plate can be rotated through the vertical threaded column (32), the threaded sleeve (33) and the thrust ball bearing (332), so as to make a rough adjustment of the jack angle, and then tighten the locking rod (331) to lock the vertical Straight thread post(32); S5.根据千斤顶(5)与张拉位置距离,推动外小车(36)沿主轨道(35)内移动,同时外小车的外小车车厢(361)作为内小车(37)的轨道,可推动内小车以进一步增大千斤顶的运动范围;还可通过千斤顶支撑转轴(374)及千斤顶连接架(5a)进行千斤顶角度精调;S5. According to the distance between the jack (5) and the tensioning position, push the outer trolley (36) to move along the main track (35), while the outer trolley carriage (361) of the outer trolley serves as the track of the inner trolley (37), which can push the inner trolley (37). The trolley can further increase the range of movement of the jack; the jack angle can also be finely adjusted through the jack support shaft (374) and the jack connecting frame (5a); S6.重复以上步骤使千斤顶(5)对准张拉处的锚具(7),完成千斤顶提升就位工作。S6. Repeat the above steps to make the jack (5) align with the anchor (7) at the tensioning place, and complete the lifting of the jack into place. 5.根据权利要求4所述千斤顶提升设备的提升方法,其特征在于,上述步骤S5中,将加长轨道(30)沿铰轴(38)转动,展开加长轨道(30),使加长轨道与主轨道(35)拼接,延长外小车(36)行走的轨道;加长轨道与主轨道拼接后,取下附加连接板(344)并将其横向连接于两根加长轨道外端,用连接螺钉(301)将附加连接板两端分别与加长轨道外端连接固定,防止加长轨道散开。5. The lifting method of the jack lifting device according to claim 4, wherein in the above step S5, the extended rail (30) is rotated along the hinge shaft (38), the extended rail (30) is unfolded, and the extended rail is connected with the main rail. The tracks (35) are spliced to extend the track on which the outer trolley (36) travels; after the extended track is spliced with the main track, remove the additional connecting plate (344) and connect it laterally to the outer ends of the two extended tracks, using connecting screws (301 ) Connect the two ends of the additional connecting plate to the outer end of the extended track to prevent the extended track from spreading out.
CN202010632836.9A 2020-07-02 2020-07-02 A kind of jack lifting equipment and lifting method thereof Pending CN111676830A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115008058A (en) * 2022-08-08 2022-09-06 中国能源建设集团山西电力建设有限公司 Butt welding method for medium and large caliber metal steel pipe

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101435268A (en) * 2008-12-16 2009-05-20 中铁大桥局集团第五工程有限公司 Stretching device of case beam in case
CN201306007Y (en) * 2008-11-28 2009-09-09 中国建筑土木建设有限公司 High-speed rail 900-ton box girder prestress tensioning frame
CN202030644U (en) * 2011-05-04 2011-11-09 中国建材国际工程集团有限公司 Cantilever type glass melting furnace neck water pocket vehicle device
CN206902552U (en) * 2017-04-28 2018-01-19 中国一冶集团有限公司 A kind of beam slab tensioning protective stent
CN207047703U (en) * 2017-06-22 2018-02-27 中建隧道建设有限公司 A kind of beam piece prestressed stretch-draw jack easy device in place
KR101943955B1 (en) * 2018-07-04 2019-01-31 세기하이테크건설 주식회사 Tendon construction method using rigid sheathed strand
CN212505888U (en) * 2020-07-02 2021-02-09 云南工程建设总承包股份有限公司 Jack lifting device

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201306007Y (en) * 2008-11-28 2009-09-09 中国建筑土木建设有限公司 High-speed rail 900-ton box girder prestress tensioning frame
CN101435268A (en) * 2008-12-16 2009-05-20 中铁大桥局集团第五工程有限公司 Stretching device of case beam in case
CN202030644U (en) * 2011-05-04 2011-11-09 中国建材国际工程集团有限公司 Cantilever type glass melting furnace neck water pocket vehicle device
CN206902552U (en) * 2017-04-28 2018-01-19 中国一冶集团有限公司 A kind of beam slab tensioning protective stent
CN207047703U (en) * 2017-06-22 2018-02-27 中建隧道建设有限公司 A kind of beam piece prestressed stretch-draw jack easy device in place
KR101943955B1 (en) * 2018-07-04 2019-01-31 세기하이테크건설 주식회사 Tendon construction method using rigid sheathed strand
CN212505888U (en) * 2020-07-02 2021-02-09 云南工程建设总承包股份有限公司 Jack lifting device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115008058A (en) * 2022-08-08 2022-09-06 中国能源建设集团山西电力建设有限公司 Butt welding method for medium and large caliber metal steel pipe

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