CN202744261U - Assembled continuous lifting jack for finishing threaded steel bar upright posts - Google Patents
Assembled continuous lifting jack for finishing threaded steel bar upright posts Download PDFInfo
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Abstract
一种精轧螺纹钢筋立柱组装式连续提升千斤顶,普通预应力张拉千斤顶(1)通过于斤顶尾部卡板(4)和千斤顶承压钢板(5)固定在精轧螺纹钢筋立柱(2)上,上工具锚(8)通过螺栓固定在普通预应力张拉千斤顶(1)的活塞头部;下工具锚(9)位于普通预应力张拉千斤顶(1)的下部,通过锚板卡环(15)以及下工具锚锚板卡环与下工具锚固定钢板连接套(16)固定在下工具锚固定钢板(6)上,螺纹套筒(10)套在精轧螺纹钢筋立柱(2)外,且位于千斤顶承压钢板(5)与下工具锚固定钢板(6)之间;导向安全锚(7)位于普通预应力张拉千斤顶(1)的上部,通过螺栓与上导向安全锚固定钢板(3)固定,上导向安全锚固定钢板(3)固定在精轧螺纹钢筋立柱(2)上。
A continuous lifting jack assembled with a fine-rolled threaded steel bar column. The ordinary prestressed tension jack (1) is fixed on the finished rolled threaded steel bar column (2) by a clamping plate (4) at the end of the jack and a jack pressure steel plate (5). The upper and upper tool anchors (8) are fixed on the piston head of the ordinary prestressed tension jack (1) by bolts; the lower tool anchor (9) is located at the lower part of the ordinary prestressed tension jack (1), and passes through the anchor plate snap ring (15) and the lower tool anchor anchor plate snap ring and the lower tool anchor fixed steel plate connection sleeve (16) are fixed on the lower tool anchor fixed steel plate (6), and the threaded sleeve (10) is sleeved outside the finish-rolled threaded steel bar column (2) , and is located between the jack pressure steel plate (5) and the lower tool anchor steel plate (6); the guide safety anchor (7) is located on the upper part of the ordinary prestressed tension jack (1), and the steel plate is fixed by the bolt and the upper guide safety anchor (3) Fixing, the upper guiding safety anchor fixing steel plate (3) is fixed on the fine-rolled threaded steel bar column (2).
Description
技术领域 technical field
本实用新型涉及一种用于土木建筑工程中施行连续提升的装备,属于土木建筑工程中建筑机械设备领域。The utility model relates to equipment for performing continuous lifting in civil construction engineering, which belongs to the field of construction machinery equipment in civil construction engineering.
背景技术 Background technique
“提升法”是在土木建筑工程施工中将构件或结构通过提升器连续斜向或垂直提升至一定高度位置进行安装的一种施工方法。采用何种提升设备是提升法应用的关键,目前国内外应用较多的提升法施工的提升装备是在预应力钢绞线锚固体系和液压千斤顶张拉设备基础上开发的专用液压连续提升千斤顶。其原理是利用液压泵站输出的流量和油压,驱动千斤顶油缸伸、缩,通过上下锚具交替锚固钢绞线,带动钢绞线与提升物连续升、降。因其设备安装简捷、灵活且运输方便,在国内超大型建筑钢屋盖的整体提升吊装以及大型桥梁建设工程中得到越来越广泛的推广与应用。目前公知的连续提升设备除常规的卷扬机、电动或手动环链葫芦等以外,公认提升能力大和安全可靠的提升设备为厂家生产的专用连续提升液压千斤顶,该套提升设备只能用于提升施工,不能通用于预应力工程施工中的预应力钢绞线张拉等。另外,购买专用连续提升设备价格高,利用率较低,不能实现一机多用,特别是需要多点千斤顶集群整体提升时,提升设备的投入费用昂贵,给承接工程带来巨大的困难。The "lifting method" is a construction method in which components or structures are continuously lifted obliquely or vertically to a certain height position by a lifter in the construction of civil engineering construction. What kind of lifting equipment is used is the key to the application of the lifting method. At present, the lifting equipment that is widely used in the construction of the lifting method at home and abroad is a special hydraulic continuous lifting jack developed on the basis of the prestressed steel strand anchor system and hydraulic jack tensioning equipment. The principle is to use the output flow and oil pressure of the hydraulic pump station to drive the jack cylinder to extend and shrink, and to anchor the steel strand alternately through the upper and lower anchorages, so as to drive the steel strand and the lifting object to rise and fall continuously. Because of its simple installation, flexibility and convenient transportation, it has been widely promoted and applied in the overall lifting and hoisting of super large building steel roofs and large bridge construction projects in China. Currently known continuous lifting equipment, except for conventional hoists, electric or manual chain hoists, etc., the recognized lifting equipment with large lifting capacity and safe and reliable lifting equipment is the special continuous lifting hydraulic jack produced by the manufacturer. This set of lifting equipment can only be used for lifting construction. It cannot be commonly used in prestressed steel strand tensioning in prestressed engineering construction, etc. In addition, the purchase of special continuous lifting equipment is expensive and the utilization rate is low, and it cannot be used for multiple purposes. Especially when a multi-point jack cluster is required for overall lifting, the investment cost of the lifting equipment is expensive, which brings great difficulties to the undertaking project.
发明内容 Contents of the invention
技术问题:本实用新型的目的是针对土木建筑工程连续提升施工所需的提升机械设备,提供一种将预应力张拉设备的常用液压穿心式千斤顶、锚固预应力钢绞线的自动工具夹片锚以及精轧螺纹钢筋等设备和材料组装成连续提升千斤顶,实现充分利用常规预应力钢筋和张拉设备,组装在一起可作为连续提升千斤顶,拆散后又可用于预应力工程张拉,实现预应力张拉千斤顶的“一顶多用”和精轧螺纹钢筋的重复利用。Technical problem: The purpose of this utility model is to provide a kind of hydraulic through-hole jack commonly used in prestressed tensioning equipment and an automatic tool holder for anchoring prestressed steel strands for the lifting mechanical equipment required for continuous lifting construction in civil engineering engineering. Equipment and materials such as sheet anchors and precision-rolled threaded steel bars are assembled into continuous lifting jacks to realize full use of conventional prestressed steel bars and tensioning equipment. When assembled together, they can be used as continuous lifting jacks, and can be used for tensioning in prestressed engineering after disassembly. "One jack with multiple functions" for prestressed tension jacks and reuse of fine-rolled threaded steel bars.
技术方案:本实用新型的精轧螺纹钢筋立柱组装式连续提升千斤顶包括普通预应力张拉千斤顶、精轧螺纹钢筋立柱、上导向安全锚固定钢板、千斤顶尾部卡板、千斤顶承压钢板、下工具锚固定钢板、导向安全锚、上工具锚、锚板卡环、螺纹套筒、定位兼锁紧螺母、普通螺母、千斤顶活塞、下工具锚。普通预应力张拉千斤顶通过于斤顶尾部卡板和千斤顶承压钢板固定在精轧螺纹钢筋立柱上,上工具锚通过螺栓固定在普通预应力张拉千斤顶的活塞头部;下工具锚位于普通预应力张拉千斤顶的下部,通过锚板卡环以及锚板底座固定在下工具锚固定钢板上,螺纹套筒套在精轧螺纹钢筋立柱外,且位于千斤顶承压钢板与下工具锚固定钢板之间;导向安全锚位于普通预应力张拉千斤顶的上部,通过螺栓与上导向安全锚固定钢板固定,上导向安全锚固定钢板固定在精轧螺纹钢筋立柱上。Technical solution: The assembled continuous lifting jack of the finished rolled threaded steel column of the utility model includes a common prestressed tension jack, a finished rolled threaded steel column, an upper guide safety anchor fixed steel plate, a clamping plate at the end of the jack, a pressure bearing steel plate for the jack, and a lower tool Anchor fixed steel plate, guide safety anchor, upper tool anchor, anchor plate snap ring, threaded sleeve, positioning and locking nut, common nut, jack piston, lower tool anchor. The ordinary prestressed tension jack is fixed on the finished threaded steel column through the clamping plate at the end of the jack and the jack pressure steel plate, the upper tool anchor is fixed on the piston head of the ordinary prestressed tension jack through bolts; the lower tool anchor is located in the ordinary The lower part of the prestressed tension jack is fixed on the lower tool anchor steel plate through the anchor plate snap ring and the anchor plate base. The guide safety anchor is located on the upper part of the ordinary prestressed tension jack, and is fixed with the upper guide safety anchor fixing plate by bolts, and the upper guide safety anchor fixing steel plate is fixed on the fine-rolled threaded steel column.
所述的导向安全锚钢绞线夹片顶压弹簧的弹性系数较上工具锚、下工具锚钢绞线夹片顶压弹簧的弹性系数小,避免提升过程中活塞回缩时导向安全锚先于下工具锚锚紧,从而避免螺纹钢筋立柱成为受压杆。The elasticity coefficient of the steel strand clip top pressure spring of the guide safety anchor is smaller than that of the upper tool anchor and the lower tool anchor steel strand clip top pressure spring, so as to avoid the guide safety anchor first when the piston retracts during the lifting process. Use the lower tool to anchor and anchor, so as to avoid the threaded steel column from becoming a compression rod.
所述的下工具锚位于锚板卡环中,锚板底座的下半部分位于下工具锚固定钢板的孔中,锚板底座的上半部分位于锚板卡环中,下工具锚位于锚板底座上,使得下工具锚无需采用螺栓也能固定,并且其可以在卡环中旋转调整锚孔的角度。The lower tool anchor is located in the anchor plate snap ring, the lower half of the anchor plate base is located in the hole of the lower tool anchor fixing steel plate, the upper half of the anchor plate base is located in the anchor plate snap ring, and the lower tool anchor is located in the anchor plate On the base, the lower tool anchor can be fixed without using bolts, and it can be rotated in the snap ring to adjust the angle of the anchor hole.
有益效果:本实用新型将通用预应力工程施工装备中张拉千斤顶、精轧螺纹钢筋和钢绞线自动工具锚通过加工的多块平台钢板连接件组装成能满足提升安装需要的连续提升千斤顶,其重量轻、组装拆卸灵活,设备改造费用低,其使用精轧螺纹钢筋作为立柱支撑架,不仅保证了千斤顶改造后具有较好的强度和刚度,且其在拆卸后仍可用作张拉预应力钢棒进行预应力施工;作为连续提升设备的千斤顶在拆卸后仍可用于预应力张拉施工,最大限度地提高预应力工程施工原有装备的利用率,达到“一顶多用”的目的。另外,本实用新型对承压较大的千斤顶底部承压钢板和下工具锚固定钢板之间的精轧螺纹钢筋立柱采用螺纹套筒加强的方式,很好的提高了下部立柱支撑架的承压能力和立柱的稳定性。本实用新型导向安全锚钢绞线夹片顶压弹簧的弹性系数较上、下工具锚小,避免了提升过程中千斤顶活塞回缩时导向安全锚先于下工具锚锚紧,从而避免了精轧螺纹钢筋立柱成为受压杆。Beneficial effects: the utility model assembles the tension jack, the precision-rolled threaded steel bar and the steel strand automatic tool anchor in the general prestressed engineering construction equipment through the processed multi-piece platform steel plate connectors into a continuous lifting jack that can meet the needs of lifting and installation. It is light in weight, flexible in assembly and disassembly, and low in equipment transformation costs. It uses fine-rolled threaded steel bars as the column support frame, which not only ensures good strength and rigidity after the transformation of the jack, but also can be used as a pre-tensioning jack after disassembly. Stress steel rods are used for prestressing construction; jacks as continuous lifting equipment can still be used for prestressing tensioning construction after disassembly, maximizing the utilization rate of the original equipment for prestressing engineering construction, and achieving the purpose of "one jack with multiple functions". In addition, the utility model adopts a threaded sleeve reinforcement method for the fine-rolled threaded steel column between the pressure-bearing steel plate at the bottom of the jack and the lower tool anchor steel plate that bears a large pressure, which greatly improves the pressure bearing of the lower column support frame. capacity and stability of the column. The elastic coefficient of the top pressure spring of the guide safety anchor steel strand clip is smaller than that of the upper and lower tool anchors, which avoids the anchorage of the guide safety anchor before the lower tool anchor when the jack piston retracts during the lifting process, thereby avoiding the precision The rolled threaded steel column becomes the compression bar.
附图说明 Description of drawings
图1是精轧螺纹钢筋立柱组装式连续提升千斤顶三维轴测图。Fig. 1 is a three-dimensional axonometric view of a continuous lifting jack assembled with a column of fine-rolled threaded steel bars.
图2是精轧螺纹钢筋立柱组装式连续提升千斤顶正立面图。Fig. 2 is the front elevation view of the assembled continuous lifting jack of the finishing rolled threaded steel bar column.
图3是连续提升千斤顶下工具锚组装图。Figure 3 is an assembly diagram of the tool anchor under the continuous lifting jack.
图4是连续提升千斤顶下工具锚各组成部分部件图。Fig. 4 is a diagram of the various components of the tool anchor under the continuous lifting jack.
图5是定位兼锁紧螺母以及螺纹套筒零件三维轴测图。Fig. 5 is a three-dimensional axonometric view of the positioning and locking nut and the threaded sleeve parts.
图6是导向安全锚固定钢板构造图。Fig. 6 is a structural diagram of the guide safety anchor fixing the steel plate.
图7是千斤顶缸筒尾部卡板构造图。Fig. 7 is a structural diagram of the clamping plate at the end of the jack cylinder.
图8是千斤顶底部承压钢板构造图。Fig. 8 is a structural diagram of the pressure steel plate at the bottom of the jack.
图9是下工具锚固定钢板构造图。Fig. 9 is a structural diagram of the lower tool anchor fixing steel plate.
图中有:普通预应力张拉液压穿心式千斤顶1,立柱支撑架的精轧螺纹钢筋立柱2,导向安全锚固定钢板3,千斤顶缸筒尾部卡板4,千斤顶底部承压钢板5,下工具锚固定钢板6,导向安全锚7,上工具锚8,下工具锚9,螺纹套筒10,定位兼锁紧螺母11,普通螺母12,千斤顶活塞13,下工具锚板14,下工具锚锚板卡环15,下工具锚锚板卡环与下工具锚固定钢板连接套16。In the figure there are: ordinary prestressed tension hydraulic jack 1, the fine-rolled threaded steel column of the column support frame 2, the guide safety anchor fixed
具体实施方式 Detailed ways
精轧螺纹钢筋立柱组装式连续提升千斤顶包括液压穿心式千斤顶、立柱支撑架、上工具锚、下工具锚以及导向安全锚。液压穿心式千斤顶采用普通的预应力张拉千斤顶;立柱支撑架由精轧螺纹钢筋、平台钢板以及与精轧螺纹钢筋配套的螺纹套筒和螺母构成,平台钢板分为下工具锚固定钢板、千斤顶底部承压钢板、千斤顶缸筒身尾部卡板以及导向安全锚固定钢板;锚固提升钢绞线的上工具锚、下工具锚以及导向安全锚的锚具采用带钢铰线夹片顶压弹簧的自动工具锚,且导向安全锚钢绞线夹片顶压弹簧的弹性系数较上、下工具锚小。上工具锚通过螺栓固定在于斤顶活塞头部;下工具锚通过锚板卡环以及锚板底座固定在下工具锚固定钢板上;导向安全锚通过螺栓与导向安全锚固定钢板固定。The fine-rolled threaded steel column assembled continuous lifting jack includes a hydraulic through-hole jack, a column support frame, an upper tool anchor, a lower tool anchor and a guide safety anchor. The hydraulic jack adopts ordinary prestressed tension jack; the column support frame is composed of fine-rolled threaded steel bars, platform steel plates, and threaded sleeves and nuts matched with the finished-rolled threaded steel bars. The platform steel plates are divided into lower tool anchor steel plates, The pressure-bearing steel plate at the bottom of the jack, the clamping plate at the end of the cylinder body of the jack, and the guide safety anchor fix the steel plate; the anchors for the upper tool anchor, the lower tool anchor and the guide safety anchor for anchoring the hoisting steel strand use a strip steel hinge clip top pressure spring The automatic tool anchor, and the elastic coefficient of the pressure spring of the steel strand clip of the guide safety anchor is smaller than that of the upper and lower tool anchors. The upper tool anchor is fixed on the head of the jack piston through bolts; the lower tool anchor is fixed on the lower tool anchor fixing steel plate through the anchor plate snap ring and the anchor plate base; the guide safety anchor is fixed on the guide safety anchor fixing steel plate through bolts.
本实用新型改变了传统的专用提升千斤顶的一体化设计和设备专用方式,转而改为采用组装且可拆卸,充分周转利用设备的方式。将组成连续提升千斤顶的各部件加工好后按照从下而上的顺序逐步组装。下工具锚处锚板卡环通过下工具锚固定钢板连接套固定于下工具锚固定钢板,使得下工具锚无需采用螺栓也能固定,并且自动工具锚的锚板可以在卡环中旋转调整提升过程中钢绞线的轻微扭转,增加提升钢绞线的夹片可靠锚固;利用于斤顶缸筒上下部外直径的差异加工了千斤顶缸筒尾部卡板,将千斤顶搁置底部承力钢板的凹槽中,再通过千斤顶缸筒尾部卡板卡住千斤顶,避免提升过程中活塞缩回时千斤顶上浮。为防止立柱与钢板孔的间隙过大导致设备整体性差,设置了台阶式定位兼锁紧螺母,使其一端可以塞入立柱与钢板间的间隙,钢板与立柱位置被固定,定位兼锁紧螺母位于每块钢板的上部;螺纹套筒的一端设计为带螺纹,可拧入下工具锚固定钢板中固定。The utility model changes the traditional integrated design of the special-purpose lifting jack and the special mode of equipment, and instead adopts the mode of assembly and detachment, and fully turns over and utilizes the equipment. After processing the various parts that make up the continuous lifting jack, they are assembled step by step in the order from bottom to top. The anchor plate snap ring at the lower tool anchor is fixed to the lower tool anchor fixed steel plate through the lower tool anchor fixed steel plate connecting sleeve, so that the lower tool anchor can be fixed without using bolts, and the anchor plate of the automatic tool anchor can be rotated, adjusted and lifted in the snap ring The slight torsion of the steel strand during the process increases the reliable anchorage of the clips for lifting the steel strand; using the difference in the outer diameter of the upper and lower parts of the cylinder of the jack, the clamping plate at the end of the cylinder of the jack is processed, and the jack rests on the concave hole of the load-bearing steel plate at the bottom. In the groove, the jack is clamped by the clamping plate at the end of the jack cylinder to prevent the jack from floating up when the piston is retracted during the lifting process. In order to prevent the gap between the column and the steel plate hole from being too large, resulting in poor equipment integrity, a stepped positioning and locking nut is provided so that one end can be inserted into the gap between the column and the steel plate, the position of the steel plate and the column is fixed, and the positioning and locking nut Located on the upper part of each plate; one end of the threaded sleeve is designed to be threaded and screwed into the lower tool anchor retaining plate to secure.
具体安装顺序为:首先通过4根或4根以上精轧螺纹钢筋立柱2安装下工具锚固定钢板6,将下工具锚9的组件中的下工具锚锚板卡环15和下工具锚锚板卡环与下工具锚固定钢板连接套16固定到下工具锚固定钢板6上;依次安装四个螺纹套筒10,将其拧紧;安装千斤顶承压钢板5,并拧紧定位兼锁紧螺母11;将安装好上工具锚8的预应力张拉千斤顶1卡入千斤顶承压钢板5并随之安装千斤顶尾部卡板4,拧紧钢板上部定位兼锁紧螺母11和钢板下部普通螺母12;接着安装导向安全锚固定钢板3并拧紧螺栓,最后将导向安全锚7固定在导向安全锚固定钢板3上,安装完成。The specific installation sequence is: first install the lower tool anchor
拆卸顺序与安装顺序相反。The removal sequence is the reverse of the installation sequence.
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| CN 201220167372 CN202744261U (en) | 2012-04-19 | 2012-04-19 | Assembled continuous lifting jack for finishing threaded steel bar upright posts |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102616696A (en) * | 2012-04-19 | 2012-08-01 | 东南大学 | Assembled continuous lifting jack for finish-rolling threaded steel bar vertical columns |
| CN103264977A (en) * | 2013-04-16 | 2013-08-28 | 中天建设集团有限公司 | Large-span prestress double-arch-frame hoisting structure |
| CN104085832A (en) * | 2014-07-17 | 2014-10-08 | 北京市建筑工程研究院有限责任公司 | Flexible component lifting device and lifting method thereof |
| CN106760609A (en) * | 2016-12-29 | 2017-05-31 | 华北水利水电大学 | Combination assembling correction formula pre-stress fibre sheet material tensioning equipment and its construction method |
| CN106812753A (en) * | 2017-03-24 | 2017-06-09 | 枣庄市达源液压设备有限公司 | A kind of raise-lower hydraulic device |
-
2012
- 2012-04-19 CN CN 201220167372 patent/CN202744261U/en not_active Expired - Lifetime
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102616696A (en) * | 2012-04-19 | 2012-08-01 | 东南大学 | Assembled continuous lifting jack for finish-rolling threaded steel bar vertical columns |
| CN102616696B (en) * | 2012-04-19 | 2013-11-27 | 东南大学 | Finished threaded steel column assembled continuous lifting jack |
| CN103264977A (en) * | 2013-04-16 | 2013-08-28 | 中天建设集团有限公司 | Large-span prestress double-arch-frame hoisting structure |
| CN104085832A (en) * | 2014-07-17 | 2014-10-08 | 北京市建筑工程研究院有限责任公司 | Flexible component lifting device and lifting method thereof |
| CN104085832B (en) * | 2014-07-17 | 2016-09-07 | 北京市建筑工程研究院有限责任公司 | A kind of method for improving of flexible member lifting device |
| CN106760609A (en) * | 2016-12-29 | 2017-05-31 | 华北水利水电大学 | Combination assembling correction formula pre-stress fibre sheet material tensioning equipment and its construction method |
| CN106760609B (en) * | 2016-12-29 | 2022-08-02 | 华北水利水电大学 | Combination assembly correction type prestressed fiber sheet tensioning device and construction method thereof |
| CN106812753A (en) * | 2017-03-24 | 2017-06-09 | 枣庄市达源液压设备有限公司 | A kind of raise-lower hydraulic device |
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