CN216275268U - Portable installation prestressing force stretch-draw jack device - Google Patents
Portable installation prestressing force stretch-draw jack device Download PDFInfo
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- CN216275268U CN216275268U CN202122907477.6U CN202122907477U CN216275268U CN 216275268 U CN216275268 U CN 216275268U CN 202122907477 U CN202122907477 U CN 202122907477U CN 216275268 U CN216275268 U CN 216275268U
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- 238000009434 installation Methods 0.000 title claims abstract description 23
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 31
- 239000010959 steel Substances 0.000 claims abstract description 31
- 238000004873 anchoring Methods 0.000 claims description 9
- 230000005540 biological transmission Effects 0.000 claims description 4
- 239000007787 solid Substances 0.000 claims description 2
- 230000006641 stabilisation Effects 0.000 claims 1
- 238000011105 stabilization Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 10
- 238000000034 method Methods 0.000 abstract description 8
- 229910000975 Carbon steel Inorganic materials 0.000 description 4
- 239000010962 carbon steel Substances 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 230000000087 stabilizing effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
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Abstract
Description
技术领域technical field
本实用新型涉及一种便携式安装预应力张拉千斤顶装置,属预应力施工技术领域。The utility model relates to a portable installation prestressed tensioning jack device, which belongs to the technical field of prestressed construction.
背景技术Background technique
满堂支架现浇法在许多城市高架桥和高速公路桥梁的建造上依旧是一种非常热门施工方法。The cast-in-place method of full-chamber supports is still a very popular construction method in the construction of many urban viaducts and highway bridges.
支架现浇预应力多箱室大箱梁又多为三向预应力张拉,即横向、纵向、竖向的预应力钢绞线张拉,这样就避免不了在狭小的箱梁内部和横梁端部进行预应力钢绞线的张拉。The cast-in-place prestressed multi-chamber large box girder of the bracket is mostly three-way prestressed tension, that is, the horizontal, vertical and vertical prestressed steel strand tension, so that it is unavoidable that the inside of the narrow box girder and the end of the beam cannot be avoided. Part of the prestressed steel strand tensioning.
目前预应力施工所使用的千斤顶体积重量都很庞大,在上述所说的狭小的位置进行预应力张拉时很不方便吊装位置定位,也不方便搬运,导致生产效率降低,严重影响施工进度。At present, the jacks used in prestressed construction are very large in volume and weight. When prestressing tensioning in the above-mentioned narrow position, it is very inconvenient to locate the hoisting position, and it is also inconvenient to handle, which leads to lower production efficiency and seriously affects the construction progress.
发明内容SUMMARY OF THE INVENTION
本实用新型的目的是,为了实现在支架现浇箱梁上复杂狭小不良的环境下进行预应力钢绞线的张拉过程中能更便携的更快速的进行预应力千斤顶的吊装位置定位与搬运,以解决支架现浇箱梁中预应力张拉施工效率低的问题,提出一种便携式安装预应力张拉千斤顶装置。The purpose of the utility model is to realize the positioning and handling of the hoisting position of the prestressed jack in a more portable and faster manner during the tensioning process of the prestressed steel strand in the complex, narrow and bad environment on the cast-in-situ box beam of the bracket. In order to solve the problem of low construction efficiency of prestressed tensioning in cast-in-place box beams of supports, a portable installation prestressed tensioning jack device is proposed.
本实用新型实现的技术方案如下,一种便携式安装预应力张拉千斤顶装置,包括第一道梯形竖向支撑腿、第二道梯形竖向支撑腿、斜支撑臂、横向支撑臂、横向连接杆、电动吊装系统、滑轮系统、滚轴、横向连接钢材套筒、终端止挡钢板、锚固平衡稳定钩、锁刹轮;所述第一道梯形竖向支撑腿其顶部与中部都分别有横向连接杆与其相连接;所述第一道梯形竖向支撑腿的顶部安装的横向连接杆与横向支撑臂相互垂直,并通过螺栓相连接;所述第二道梯形竖向支撑腿其顶部与中部都分别有横向连接杆与其相连接;所述第二道梯形竖向支撑腿的顶部安装的横向连接杆与横向支撑臂相互垂直,并通过螺栓相连接;所述斜支撑臂一端与第二道梯形竖向支撑腿中部安装的横向连接杆相连接,另一端与安装在顶部横向支撑臂上的横向连接钢材套筒相连接;所述横向支撑臂上设置有电动吊装系统;所述电动吊装系统与滑轮系统相连接,并通过滑轮系统纵向自锁移动与电动吊装系统的横纵竖多方向自动控制对在吊装系统下的千斤顶进行稳定操作;所述横向支撑臂靠近第一梯形竖向支撑腿的尾部端连接有终端止挡钢板;所述锚固平衡稳定钩在终端止挡钢板下部与其连接。The technical scheme realized by the utility model is as follows. A portable installation prestressed tension jack device includes a first trapezoidal vertical support leg, a second trapezoidal vertical support leg, an oblique support arm, a lateral support arm, and a lateral connecting rod. , Electric hoisting system, pulley system, rollers, transverse connection steel sleeve, terminal stop steel plate, anchoring balance and stability hook, locking brake wheel; the top and middle of the first trapezoidal vertical support leg are respectively connected horizontally The rod is connected with it; the transverse connecting rod installed on the top of the first trapezoidal vertical supporting leg is perpendicular to the transverse supporting arm and connected by bolts; the top and middle of the second trapezoidal vertical supporting leg are both perpendicular to each other. A transverse connecting rod is respectively connected with it; the transverse connecting rod installed on the top of the second trapezoidal vertical support leg and the transverse support arm are perpendicular to each other, and are connected by bolts; one end of the inclined support arm is connected to the second trapezoid. The horizontal connecting rod installed in the middle of the vertical support leg is connected, and the other end is connected with the horizontal connecting steel sleeve installed on the top horizontal support arm; the horizontal support arm is provided with an electric hoisting system; the electric hoisting system is connected with The pulley system is connected, and the jack under the hoisting system is operated stably through the longitudinal self-locking movement of the pulley system and the horizontal, vertical and vertical multi-direction automatic control of the electric hoisting system; the lateral support arm is close to the first trapezoidal vertical support leg. The tail end is connected with a terminal stop steel plate; the anchoring balance and stability hook is connected to the lower part of the terminal stop steel plate.
两根第一道梯形竖向支撑腿与两根不同长度的横向连接杆,组成由第一道梯形竖向支撑腿为斜边,两根不同长度的横向连接杆为平行边的第一等腰梯形结构;两根第二道梯形竖向支撑腿与两根不同长度的横向连接杆,组成由第二道梯形竖向支撑腿为斜边,两根不同长度的连接杆为平行边的第二等腰梯形结构;当垂直于水平地面的第一等腰梯形结构与第二等腰梯形结构相互平行且相隔一定距离时,两个等腰梯形结构的顶部,横向支撑臂的一端垂直连接第一等腰梯形结构上部横向连接杆的中点,横向支撑臂的中部垂直连接第二等腰梯形结构上部横向连接杆的中点,横向支撑臂的另一端悬空;两个等腰梯形结构与横向支撑臂构成了牢固的三角框架悬臂结构。Two first trapezoidal vertical support legs and two horizontal connecting rods of different lengths form a first isosceles with the first trapezoidal vertical support leg as a hypotenuse and two horizontal connecting rods with different lengths as parallel sides Trapezoid structure; two second trapezoidal vertical support legs and two horizontal connecting rods of different lengths form a second trapezoidal vertical support leg which is a hypotenuse, and two connecting rods with different lengths are parallel sides. Isosceles trapezoid structure; when the first isosceles trapezoid structure and the second isosceles trapezoid structure perpendicular to the horizontal ground are parallel to each other and separated by a certain distance, the top of the two isosceles trapezoid structures and one end of the lateral support arm are vertically connected to the first isosceles trapezoid structure. The midpoint of the upper transverse connecting rod of the isosceles trapezoid structure, the middle part of the transverse support arm is vertically connected to the midpoint of the upper transverse connecting rod of the second isosceles trapezoid structure, and the other end of the transverse support arm is suspended; the two isosceles trapezoid structures and the transverse support The arms form a solid triangular frame cantilever structure.
所述横向支撑臂为工字型钢。The lateral support arm is I-shaped steel.
所述斜支撑臂形状为U型结构。The shape of the inclined support arm is a U-shaped structure.
所述电动吊装系统为自吸式电动机,由电动机和传动装置、自动折叠角度装置构成;电动机连接传动装置,安装在自动折叠角度装置上。The electric hoisting system is a self-priming motor, which is composed of a motor, a transmission device, and an automatic folding angle device; the motor is connected to the transmission device and is installed on the automatic folding angle device.
所述滑轮系统有四个滚轴,并通过两排一排两个排列方式分别在横向支撑臂两边通过嵌入方式相连接。The pulley system has four rollers, which are connected by embedding on both sides of the lateral support arm in two rows, one row and two arrangements.
所述终端止挡钢板在横向支撑臂尾部与其焊接,用于防止滑轮系统滑出横向支撑臂。The end stop steel plate is welded to the end of the lateral support arm to prevent the pulley system from sliding out of the lateral support arm.
所述锚固平衡稳定钩与尾部终端止挡钢板通过机械方式相连接,用于防止装置在使用过程中因为不平衡而失稳。The anchoring balance stabilizing hook is mechanically connected with the end stop steel plate at the tail, so as to prevent the device from losing stability due to unbalance during use.
本实用新型的有益效果在于,本实用新型装置结构优化、简单明了,便于组装与拆卸,便于移动,稳定性能好,灵活性强;对预应力张拉千斤顶吊装位置的确定更快捷方便,适用于各种不良的施工环境,从而更好地解决支架现浇箱梁中预应力张拉施工效率低的问题。The beneficial effects of the utility model are that the structure of the device of the utility model is optimized, simple and clear, easy to assemble and disassemble, easy to move, has good stability and high flexibility; All kinds of bad construction environment, so as to better solve the problem of low efficiency of prestressed tension construction in cast-in-situ box beams.
附图说明Description of drawings
图1是本实用新型一种便携式安装预应力张拉千斤顶装置的主视图;1 is a front view of a portable installation prestressed tension jack device of the present utility model;
图2是本实用新型一种便携式安装预应力张拉千斤顶装置的俯视图;Fig. 2 is a top view of a portable installation prestressed tension jack device of the present invention;
图3是本实用新型一种便携式安装预应力张拉千斤顶装置的左侧视图;3 is a left side view of a portable installation prestressed tension jack device of the present invention;
图4是本实用新型一种便携式安装预应力张拉千斤顶装置的右侧视图;4 is a right side view of a portable installation prestressed tension jack device of the present invention;
图中,100为横向支撑臂;101为第一道梯形竖向支撑腿;102为第二道梯形竖向支撑腿;103为斜支撑臂;104为高强螺栓;105为横向连接杆;106为横向连接钢材套筒;107为滚轴;108为滑轮系统;109为电动吊装系统;110为终端止挡钢板;111为锚固平衡稳定钩;112为锁刹轮。In the figure, 100 is the lateral support arm; 101 is the first trapezoidal vertical support leg; 102 is the second trapezoidal vertical support leg; 103 is the oblique support arm; 104 is the high-strength bolt; 105 is the transverse connecting rod; 107 is the roller; 108 is the pulley system; 109 is the electric hoisting system; 110 is the terminal stop steel plate; 111 is the anchoring balance and stability hook; 112 is the locking brake wheel.
具体实施方式Detailed ways
本实用新型的具体实施方式如图1-图4所示。The specific embodiments of the present invention are shown in Figures 1-4.
本实施例一种便携式安装预应力张拉千斤顶装置,包括第一道梯形竖向支撑腿101、第二道梯形竖向支撑腿102、斜支撑臂103、横向支撑臂100、横向连接杆105、电动吊装系统109、滑轮系统108、滚轴107、横向连接钢材套筒106、高强螺栓104、终端止挡钢板110、锚固平衡稳定钩111、锁刹轮112。In this embodiment, a portable installation prestressed tension jack device includes a first trapezoidal
本实施例的第一道梯形竖向支撑腿101其顶部与中部都有横向连接杆105与其相连接;所述第一道梯形竖向支撑腿101其顶部横向连接杆105与横向支撑臂100通过螺栓方式相连接;所述第二道梯形竖向支撑腿102其顶部与中部都有横向连接杆105与其相连接;所述第二道梯形竖向支撑腿102其顶部横向连接杆105与横向支撑臂100通过螺栓方式相连接;所述斜支撑臂103一端与第二道梯形竖向支撑腿102中部横向连接杆105相连接,另一端与顶部横向支撑臂100通过横向连接钢材套筒106相连接;所述横向支撑臂100上设置有电动吊装系统109;所述电动吊装系统109与滑轮系统108相连接,并通过滑轮系统108纵向自锁移动与电动吊装系统109的横纵竖多方向自动控制对在吊装系统109下的千斤顶进行稳定操作;所述横向支撑臂100尾部连接有终端止挡钢板110;所述锚固平衡稳定钩111在终端止挡钢板110下部与其连接。The top and middle of the first trapezoidal
具体的,本实施例一种便携式安装预应力张拉千斤顶装置中,第一道梯形竖向支撑腿101与第二道梯形竖向支撑腿102均为“U”型碳素钢,这样的横截面能使抗弯能力增强。Specifically, in the portable installation prestressed tensioning jack device in this embodiment, the first trapezoidal
本实施例所有的横向连接杆105为“H”型碳素钢,并与第一道梯形竖向支撑腿101、第二道梯形竖向支撑腿102通过电弧焊焊接方式相连接。All the
本实施例所用的螺栓都为高强螺栓105,螺栓分布通过两排一排两个方式分别在横向连接杆105两端与横向支撑臂100相连接。The bolts used in this embodiment are all high-
本实施例的横向支撑臂100为工字型碳素钢,该横截面能使抗弯能力增强。The
本实施例的电动吊装系统109为电动葫芦。目的是为了更快捷的吊装千斤顶。The
本实施例的斜向支撑臂100形状为“U”字型,斜向支撑臂100所用高强螺纹钢筋的横截面为圆形。The shape of the
本实施例所述横向连接钢材套筒106为“U”型碳素钢,并套在斜向支撑臂103与横向支撑臂100的连接杆上。The transverse connecting
本实施例的所述滑轮系统108有四个滚轴107,并通过两排一排两个排列方式分别在横向撑臂100两边通过嵌入方式相连接。The
本实施例的终端止挡钢板110在横向支撑臂100尾部与其焊接,目的是为了防止滑轮系统108滑出横向支撑臂。The end
本实施例的锚固平衡稳定钩111与尾部终端止挡钢板110通过机械方式相连接,目的是为了防止装置在使用过程中因为不平衡而失稳。The anchoring
本实施例对千斤顶的安装方法,包括以下步骤:The installation method of the jack in this embodiment includes the following steps:
第一步:平铺场地,移动自动安装千斤顶的装置至前期工作准备处,将自动锁刹轮开启。Step 1: Flatten the site, move the device that automatically installs the jack to the pre-work preparation place, and turn on the automatic locking wheel.
第二步:接通电源,启动滑轮系统,纵向移动至千斤顶处正上方,自锁住滑轮于导轨中,防止滑动。Step 2: Turn on the power, start the pulley system, move longitudinally to the top of the jack, and lock the pulley in the guide rail to prevent sliding.
第三步:启动电动吊装系统,将千斤顶吊装至箱梁端横梁待张拉处。Step 3: Start the electric hoisting system and hoist the jack to the place where the beam at the end of the box girder is to be stretched.
第四步:通过电动吊装系统的自动折叠角度装置通过传动将千斤顶调整到与钢束相对齐,进行张拉操作。Step 4: Through the automatic folding angle device of the electric hoisting system, the jack is adjusted to be aligned with the steel bundle through the transmission, and the tensioning operation is performed.
由以上可知,本实用新型提供的一种便携式安装预应力张拉千斤顶装置具体积小、重量轻、灵活性高的特点,对吊装千斤顶张拉位置能更快的定位,极大地方便了预应力张拉过程中千斤顶的运输、安装与使用,对许多狭小的复杂环境中能更好地适应。It can be seen from the above that the portable installation prestressed tensioning jack device provided by the utility model has the characteristics of small size, light weight and high flexibility, and can locate the tensioning position of the hoisting jack faster, which greatly facilitates the prestressing. The transportation, installation and use of the jack during the tensioning process can better adapt to many small and complex environments.
以上所述的具体实施例,对本实用新型的目的、技术方法进行了进一步详细说明,应理解的是,以上所述仅为本实用新型的具体实施例而已,一种便携式安装预应力张拉千斤顶装置说明书并不用于限制本实用新型,凡在本实用新型的精神和原则之内,所做的任何修改、等同替换、改进等,均应包含在本实用新型的保护范围之内。The specific embodiments described above further describe the purpose and technical method of the present invention in detail. It should be understood that the above are only specific embodiments of the present invention. A portable installation prestressed tension jack The device description is not intended to limit the present utility model, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present utility model shall be included within the protection scope of the present utility model.
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