CN110593261A - Vertically supporting pile vertical adjustment platform and construction method - Google Patents

Vertically supporting pile vertical adjustment platform and construction method Download PDF

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CN110593261A
CN110593261A CN201910520837.1A CN201910520837A CN110593261A CN 110593261 A CN110593261 A CN 110593261A CN 201910520837 A CN201910520837 A CN 201910520837A CN 110593261 A CN110593261 A CN 110593261A
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platform
pile
vertical
adjustment platform
vertical support
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CN110593261B (en
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龙莉波
蒋宇晨
马跃强
徐弢
王佳玮
戚健文
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Shanghai Sipai Process Instruments Engineering Co ltd
Shanghai Construction No 2 Group Co Ltd
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Shanghai Sipai Process Instruments Engineering Co ltd
Shanghai Construction No 2 Group Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
    • E02D13/04Guide devices; Guide frames

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  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
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  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

为了解决现有技术的竖向支承桩柱调垂装置在对竖向支承桩柱调垂时,使用难度大、精度难以控制等问题,本发明提供一种竖向支承桩柱调垂平台及施工方法。本发明的一种竖向支承桩柱调垂平台,通过控制竖向支承桩柱的垂心,实现对竖向支承桩柱的垂直度姿态进行控制。在调整竖向支承桩柱的垂直度的过程中,所需的动力仅需要克服桩柱夹具与滑动平台之间的摩擦力,使用简单,容易控制精度,解决了现有技术的竖向支承桩柱调垂装置在对竖向支承桩柱调垂时,使用难度大、精度难以控制等问题。

In order to solve the problems that the vertical adjustment device for vertical supporting piles in the prior art is difficult to use and the precision is difficult to control when adjusting the vertical supporting piles, the present invention provides a vertical adjustment platform for vertical supporting piles and a construction method. The vertical adjustment platform for vertical supporting piles of the present invention controls the verticality posture of the vertical supporting piles by controlling the vertical center of the vertical supporting piles. In the process of adjusting the verticality of the vertical supporting piles, the required power is only needed to overcome the friction between the pile clamp and the sliding platform. It is simple to use and easy to control the precision, which solves the problems that the vertical adjustment device for vertical supporting piles in the prior art is difficult to use and the precision is difficult to control when adjusting the vertical supporting piles.

Description

一种竖向支承桩柱调垂平台及施工方法Vertically supporting pile vertical adjustment platform and construction method

技术领域technical field

本发明属于建筑施工的逆作法施工技术领域,特别涉及一种竖向支承桩柱调垂平台及施工方法。The invention belongs to the technical field of upside-down construction in building construction, and in particular relates to a vertically supporting pile vertical adjustment platform and a construction method.

背景技术Background technique

竖向支承桩柱作为逆作体系中的核心构件,在工程施工中,其垂直精度要求是确保逆作法工程质量、安全的核心要素,决定着逆作技术的深度与高度。As the core component of the inversion system, the vertical support pile is the core element to ensure the quality and safety of the inversion method in engineering construction, and its vertical accuracy requirement determines the depth and height of the inversion technology.

目前常用的调垂系统为基于机械原理的校正架法调垂系统、调垂盘法调垂系统、孔下调垂机构法调垂系统等,以及基于液压系统的液压调垂盘法调垂系统等。其机械外力的力源来自于人力、液压缸、电缸等部件。At present, the commonly used vertical adjustment systems are the vertical adjustment system based on the mechanical principle, the vertical adjustment system by the vertical adjustment plate method, the vertical adjustment system by the vertical adjustment mechanism method under the hole, and the hydraulic vertical adjustment system based on the hydraulic system. . The source of its mechanical external force comes from manpower, hydraulic cylinders, electric cylinders and other components.

由于竖向支承桩柱体量巨大,在采用机械外力对其进行校正时,需要的外力非常大,这样就会使得机械结构变大,从而大大的影响现场安装、过程操作,提升了使用的难度。同时,这样的调节方法使得装置的精度难以控制。Due to the huge volume of the vertical support pile, when using mechanical external force to correct it, the external force required is very large, which will make the mechanical structure larger, which will greatly affect the on-site installation and process operation, and increase the difficulty of use . At the same time, such an adjustment method makes it difficult to control the accuracy of the device.

另外,由于缺乏整体位置校正功能,现有的装置仅能对竖向支承桩柱的垂直度进行校正。而缺乏完成对其垂直度校正后,对其大地坐标位置的校正的功能。导致竖向支承桩柱的大地坐标在施工过程中通常存在偏移现象。In addition, due to the lack of an overall position correction function, the existing devices can only correct the verticality of the vertical support piles. However, it lacks the function of correcting its geodetic coordinate position after completing its verticality correction. The geodetic coordinates that lead to the vertical support piles are usually offset during the construction process.

发明内容Contents of the invention

为了解决现有技术的竖向支承桩柱调垂装置在对竖向支承桩柱调垂时,使用难度大、精度难以控制等问题,本发明提供一种竖向支承桩柱调垂平台及施工方法。In order to solve the problems that the vertical supporting pile vertical adjustment device in the prior art is difficult to use and the accuracy is difficult to control when adjusting the vertical vertical supporting pile, the present invention provides a vertical supporting pile vertical adjustment platform and construction method.

本发明的一种竖向支承桩柱调垂平台的技术方案如下:The technical scheme of a vertically supporting pile vertical adjustment platform of the present invention is as follows:

一种竖向支承桩柱调垂平台,其特征在于,包括可调节底座、设置于可调节底座上部且上表面为凹球面的球面滑台、搁置于球面滑台上部且下表面与球面滑台的上表面相匹配的滑动平台、以及搁置于滑动平台上部的桩柱夹具;所述可调节底座、球面滑台、滑动平台、桩柱夹具的中部设置供竖向支承桩柱穿过的孔洞。A vertically supporting pile vertical adjustment platform, characterized in that it includes an adjustable base, a spherical sliding table arranged on the upper part of the adjustable base and the upper surface is a concave spherical surface, resting on the upper part of the spherical sliding table and the lower surface and the spherical sliding table The upper surface of the matching sliding platform, and the pile clamp resting on the upper part of the sliding platform; the middle part of the adjustable base, the spherical slide table, the sliding platform, and the pile clamp is provided with a hole for the vertical support pile to pass through.

本发明的一种竖向支承桩柱调垂平台,使用时,竖向支承桩柱穿过设置于桩孔上方的竖向支承桩柱调垂平台后插入桩孔,并使其重心低于竖向支承桩柱调垂平台。竖向支承桩柱与桩柱夹具固定连接,并通过桩柱夹具搁置于滑动平台上。由于物体重力的方向竖直向下,竖向支承桩柱将在重力的影响下,带动滑动平台在球面滑台的上表面中滑动,并逐步趋于稳定。此时,如果竖向支承桩柱未达到垂直状态,则只需微调桩柱夹具相对于滑动平台的位置,即可对竖向支承桩柱的垂直度进行调整。A vertical support pile vertical adjustment platform of the present invention, when in use, the vertical support pile passes through the vertical support pile vertical adjustment platform arranged above the pile hole and then inserted into the pile hole, and makes its center of gravity lower than the vertical Vertically adjust the platform to the supporting piles. The vertical support piles are fixedly connected with the pile clamps, and rest on the sliding platform through the pile clamps. Since the direction of the gravity of the object is vertically downward, the vertical support pile will drive the sliding platform to slide on the upper surface of the spherical slide table under the influence of gravity, and gradually tend to be stable. At this time, if the vertical support piles have not reached the vertical state, the verticality of the vertical support piles can be adjusted only by fine-tuning the position of the pile clamps relative to the sliding platform.

本发明的一种竖向支承桩柱调垂平台,通过控制竖向支承桩柱的垂心,实现对竖向支承桩柱的垂直度姿态进行控制。在调整竖向支承桩柱的垂直度的过程中,所需的动力仅需要克服桩柱夹具与滑动平台之间的摩擦力,使用简单,容易控制精度,解决了现有技术的竖向支承桩柱调垂装置在对竖向支承桩柱调垂时,使用难度大、精度难以控制等问题。The vertically supporting pile vertical adjustment platform of the present invention realizes the control of the verticality posture of the vertical supporting pile by controlling the orthocenter of the vertical supporting pile. In the process of adjusting the verticality of the vertical support pile, the required power only needs to overcome the friction between the pile clamp and the sliding platform, which is simple to use and easy to control the accuracy, and solves the problem of vertical support piles in the prior art When the column vertical adjustment device vertically supports the vertical support pile, it is difficult to use and the accuracy is difficult to control.

进一步的,所述竖向支承桩柱调垂平台中,所述可调节底座包括底座架体, 以及设置于底座架体周围的若干可调节支腿。可调节支腿将竖向支承桩柱调垂平台调至水平状态,更有利于之后对竖向支承桩柱垂直度的调整。Further, in the vertical support pile vertical adjustment platform, the adjustable base includes a base frame, and several adjustable legs arranged around the base frame. The adjustable outrigger adjusts the vertical support pile vertical adjustment platform to a horizontal state, which is more conducive to the adjustment of the verticality of the vertical support pile later.

进一步的,所述竖向支承桩柱调垂平台中,所述底座架体为三角形,所述可调节支腿设置于底座架体的三个顶点端部,所述可调节支腿为液压式可调节支腿。将底座架体设为三角形能使竖向支承桩柱调垂平台安装时更加稳定。Further, in the vertical support pile vertical adjustment platform, the base frame is triangular, and the adjustable legs are arranged at the three apex ends of the base frame, and the adjustable legs are hydraulic Adjustable legs. Setting the base frame body as a triangle can make the vertical support pile vertical adjustment platform more stable when installed.

进一步的,所述竖向支承桩柱调垂平台中,所述桩柱夹具包括环形底板、以及环绕环形底板并间隔设置的若干耳板。桩柱夹具可以通过穿过耳板的螺栓与竖向支承桩柱固定连接。Further, in the vertical support pile vertical adjustment platform, the pile clamp includes an annular bottom plate, and several lug plates surrounding the annular bottom plate and arranged at intervals. The pile clamp can be fixedly connected to the vertical support pile by bolts passing through the ear plate.

进一步的,所述竖向支承桩柱调垂平台中,所述滑动平台包括第一滑动平台、以及搁置于第一滑动平台下部的第二滑动平台,第一滑动平台、第二滑动平台侧部分别设置夹具位置调整机构,第一滑动平台的夹具位置调整机构用于调整桩柱夹具与第一滑动平台之间的相对位置,第二滑动平台的夹具位置调整机构用于调整第一滑动平台与第二滑动平台之间的相对位置,桩柱夹具与第一滑动平台的运动方向相互垂直。夹具位置调整机构可以使桩柱夹具与滑动平台之间的相对位置的调整更加方便,提高了施工效率。Further, in the vertical support pile vertical adjustment platform, the sliding platform includes a first sliding platform and a second sliding platform resting on the lower part of the first sliding platform, the first sliding platform, the side of the second sliding platform Fixture position adjustment mechanisms are provided respectively, the fixture position adjustment mechanism of the first sliding platform is used to adjust the relative position between the pile clamp and the first sliding platform, the fixture position adjustment mechanism of the second sliding platform is used to adjust the first sliding platform and the relative position between the first sliding platform In the relative position between the second sliding platforms, the movement directions of the pile clamp and the first sliding platform are perpendicular to each other. The clamp position adjustment mechanism can make the adjustment of the relative position between the pile clamp and the sliding platform more convenient and improve the construction efficiency.

进一步的,所述竖向支承桩柱调垂平台中,所述夹具位置调整机构包括卡槽、丝杆、固定扣、以及调节螺栓,所述固定扣设置于卡槽中,所述固定扣的顶部高出卡槽,所述丝杆的一端在卡槽内与固定扣的侧部连接,另一端与调节螺栓连接,所述固定扣随丝杆的转动沿丝杆轴向在卡槽中移动;Further, in the vertical support pile vertical adjustment platform, the clamp position adjustment mechanism includes a slot, a screw rod, a fixing buckle, and an adjusting bolt, the fixing buckle is arranged in the slot, and the fixing buckle The top is higher than the slot, and one end of the screw is connected to the side of the fixing buckle in the slot, and the other end is connected to the adjusting bolt, and the fixing buckle moves in the slot along the axial direction of the screw with the rotation of the screw;

所述桩柱夹具设置开孔,所述第一滑动平台的夹具位置调整机构的固定扣的顶部设置于桩柱夹具的开孔中;The pile clamp is provided with an opening, and the top of the fixing buckle of the clamp position adjustment mechanism of the first sliding platform is arranged in the opening of the pile clamp;

所述第一滑动平台设置开孔,所述第二滑动平台的夹具位置调整机构的固定扣的顶部设置于第一滑动平台的开孔中。The first sliding platform is provided with an opening, and the top of the fixing buckle of the clamp position adjustment mechanism of the second sliding platform is arranged in the opening of the first sliding platform.

转动调节螺栓可以驱动丝杆,丝杆就会带动固定扣在卡槽中移动。此时,由于固定扣设置于开孔中,因此,固定扣就能带动桩柱夹具或第一滑动平台移动,从而起到调整竖向支承桩柱位置的作用。Turning the adjusting bolt can drive the screw mandrel, and the screw mandrel will drive the fixing buckle to move in the slot. At this time, since the fixing buckle is arranged in the opening, the fixing buckle can drive the pile clamp or the first sliding platform to move, thus playing the role of adjusting the position of the vertical support pile.

进一步的,所述竖向支承桩柱调垂平台中,还包括固定坐标调整结构,用于调整可调节底座与球面滑台之间的相对位置。精确的将竖向支承桩柱调整至设计安装中心的大地坐标的位置。Further, the vertical support pile vertical adjustment platform also includes a fixed coordinate adjustment structure, which is used to adjust the relative position between the adjustable base and the spherical slide table. Accurately adjust the vertical support piles to the geodetic coordinates of the design installation center.

进一步的,所述竖向支承桩柱调垂平台中,具体的,所述固定坐标调整结构设置于可调节底座与球面滑台之间,包括横向调整平台、以及设置于横向调整平台上部纵向调整平台,所述横向调整平台与纵向调整平台中部设置供竖向支承桩柱穿过的孔洞,横向调整平台与纵向调整平台侧部分别设置固定坐标调整器,两个固定坐标调整器分别驱动横向调整平台与纵向调整平台,横向调整平台与纵向调整平台的运动方向相互垂直。Further, in the vertically supporting pile vertical adjustment platform, specifically, the fixed coordinate adjustment structure is arranged between the adjustable base and the spherical slide table, including a horizontal adjustment platform, and a vertical adjustment mechanism arranged on the upper part of the horizontal adjustment platform. The platform, the middle part of the horizontal adjustment platform and the longitudinal adjustment platform is provided with a hole for the vertical support pile to pass through, and the lateral adjustment platform and the longitudinal adjustment platform are respectively provided with fixed coordinate adjusters, and the two fixed coordinate adjusters drive the horizontal adjustment respectively. The movement directions of the platform and the longitudinal adjustment platform, and the horizontal adjustment platform and the longitudinal adjustment platform are perpendicular to each other.

进一步的,所述竖向支承桩柱调垂平台中,具体的,所述固定坐标调整器包括底盘、设置于底盘上的电机、以及设置于电机前端的耳板;Further, in the vertical support pile vertical adjustment platform, specifically, the fixed coordinate adjuster includes a chassis, a motor arranged on the chassis, and an ear plate arranged at the front end of the motor;

设置于横向调整平台侧部的固定坐标调整器的底盘固定于横向调整平台上,耳板固定于纵向调整平台侧部。The chassis of the fixed coordinate adjuster arranged on the side of the horizontal adjustment platform is fixed on the horizontal adjustment platform, and the ear plate is fixed on the side of the vertical adjustment platform.

设置于纵向调整平台侧部的固定坐标调整器的底盘固定于纵向调整平台上,耳板固定于球面滑台侧部。The chassis of the fixed coordinate adjuster arranged on the side of the longitudinal adjustment platform is fixed on the longitudinal adjustment platform, and the ear plate is fixed on the side of the spherical slide table.

开启两个电机可以分别调整横向调整平台与纵向调整平台的位置,从而调整竖向支承桩柱的安装位置。Turning on the two motors can respectively adjust the positions of the horizontal adjustment platform and the longitudinal adjustment platform, thereby adjusting the installation position of the vertical support pile.

进一步的,所述竖向支承桩柱调垂平台中,还包括倾角传感器,用于测量竖向支承桩柱的垂直度。Further, the vertical support pile vertical adjustment platform also includes an inclination sensor for measuring the verticality of the vertical support pile.

本发明提供一种上述竖向支承桩柱调垂平台的使用方法。The present invention provides a method for using the above-mentioned vertically supporting pile vertical adjustment platform.

本发明的竖向支承桩柱调垂平台的使用方法的技术方案包括如下步骤:The technical scheme of the use method of the vertical support pile vertical adjustment platform of the present invention comprises the following steps:

第一步,将竖向支承桩柱调垂平台设置于桩孔上方的地面;In the first step, the vertical support pile vertical adjustment platform is arranged on the ground above the pile hole;

第二步,在竖向支承桩柱外套设桩柱夹具;In the second step, pile clamps are arranged outside the vertical support pile;

第三步,将竖向支承桩柱穿过竖向支承桩柱调垂平台后插入桩孔,并使其重心低于竖向支承桩柱调垂平台,等待竖向支承桩柱调整至稳定姿态位置;The third step is to insert the vertical support pile through the vertical support pile vertical adjustment platform and insert the pile hole, and make its center of gravity lower than the vertical support pile vertical adjustment platform, and wait for the vertical support pile to adjust to a stable posture Location;

第四步,通过调整桩柱夹具相对于滑动平台的位置,调节竖向支承桩柱的垂直度。The fourth step is to adjust the verticality of the vertical supporting pile by adjusting the position of the pile clamp relative to the sliding platform.

本发明的竖向支承桩柱调垂平台的使用方法,使用时,竖向支承桩柱穿过设置于桩孔上方的竖向支承桩柱调垂平台后插入桩孔,并使其重心低于竖向支承桩柱调垂平台。竖向支承桩柱与桩柱夹具固定连接,并通过桩柱夹具搁置于滑动平台上。由于物体重力的方向竖直向下,竖向支承桩柱将在重力的影响下,带动滑动平台在球面滑台的上表面中滑动,并逐步趋于稳定。此时,如果竖向支承桩柱未达到垂直状态,则只需微调桩柱夹具相对于滑动平台的位置,即可对竖向支承桩柱的垂直度进行调整。The use method of the vertical support pile vertical adjustment platform of the present invention, when in use, the vertical support pile passes through the vertical support pile vertical adjustment platform arranged above the pile hole and is inserted into the pile hole, and its center of gravity is lower than The vertical support pile vertical adjustment platform. The vertical support piles are fixedly connected with the pile clamps, and rest on the sliding platform through the pile clamps. Since the direction of the gravity of the object is vertically downward, the vertical support pile will drive the sliding platform to slide on the upper surface of the spherical slide table under the influence of gravity, and gradually tend to be stable. At this time, if the vertical support piles have not reached the vertical state, the verticality of the vertical support piles can be adjusted only by fine-tuning the position of the pile clamps relative to the sliding platform.

本发明的竖向支承桩柱调垂平台的使用方法,通过控制竖向支承桩柱的垂心,实现对竖向支承桩柱的垂直度姿态进行控制。在调整竖向支承桩柱的垂直度的过程中,所需的动力仅需要克服桩柱夹具与滑动平台之间的摩擦力,使用简单,容易控制精度,解决了现有技术的竖向支承桩柱调垂装置在对竖向支承桩柱调垂时,使用难度大、精度难以控制等问题。The use method of the vertical support pile vertical adjustment platform of the present invention realizes the control of the verticality posture of the vertical support pile by controlling the orthocenter of the vertical support pile. In the process of adjusting the verticality of the vertical support pile, the required power only needs to overcome the friction between the pile clamp and the sliding platform, which is simple to use and easy to control the accuracy, and solves the problem of vertical support piles in the prior art When the column vertical adjustment device vertically supports the vertical support pile, it is difficult to use and the accuracy is difficult to control.

进一步的,所述竖向支承桩柱调垂平台的使用方法中,可调节底座包括若干可调节支腿,第一步中,通过可调节支腿将竖向支承桩柱调垂平台调至水平状态。可调节支腿将竖向支承桩柱调垂平台调至水平状态,更有利于之后对竖向支承桩柱垂直度的调整。Further, in the method of using the vertical support pile vertical adjustment platform, the adjustable base includes several adjustable legs, and in the first step, the vertical support pile vertical adjustment platform is adjusted to the level through the adjustable legs state. The adjustable outrigger adjusts the vertical support pile vertical adjustment platform to a horizontal state, which is more conducive to the adjustment of the verticality of the vertical support pile later.

进一步的,所述竖向支承桩柱调垂平台的使用方法中,还包括第五步:Further, the method for using the vertical support pile vertical adjustment platform also includes the fifth step:

竖向支承桩柱调垂平台还包括固定坐标调整结构,通过固定坐标调整结构调整可调节底座与球面滑台之间的相对位置,从而实现竖向支承桩柱位置的调整。The vertical support pile vertical adjustment platform also includes a fixed coordinate adjustment structure, and the relative position between the adjustable base and the spherical sliding table is adjusted through the fixed coordinate adjustment structure, so as to realize the adjustment of the position of the vertical support pile.

固定坐标调整结构能调整可调节底座与球面滑台之间的相对位置,从而实现竖向支承桩柱位置的调整。固定坐标调整结构实现了竖向支承桩柱的大地坐标位置的校正的功能,解决了竖向支承桩柱的大地坐标在施工过程中通常存在偏移现象的问题,提升了施工的精度。The fixed coordinate adjustment structure can adjust the relative position between the adjustable base and the spherical sliding table, so as to realize the adjustment of the position of the vertical support pile. The fixed coordinate adjustment structure realizes the correction function of the geodetic coordinate position of the vertical support pile, solves the problem that the geodetic coordinate of the vertical support pile usually has a deviation phenomenon during the construction process, and improves the construction accuracy.

附图说明Description of drawings

图1是本发明的一种竖向支承桩柱调垂平台的示意图;Fig. 1 is the schematic diagram of a kind of vertical supporting pile vertical adjustment platform of the present invention;

图2是本发明的一种竖向支承桩柱调垂平台的俯视图;Fig. 2 is a top view of a vertically supporting pile vertical adjustment platform of the present invention;

图3是本发明的一种竖向支承桩柱调垂平台的剖视图;Fig. 3 is a cross-sectional view of a vertically supporting pile vertical adjustment platform of the present invention;

图4是本发明的一种竖向支承桩柱调垂平台的夹具位置调整机构的示意图;Fig. 4 is a schematic diagram of a clamp position adjustment mechanism of a vertical support pile vertical adjustment platform of the present invention;

图5是本发明的一种竖向支承桩柱调垂平台的夹具位置调整机构的俯视图;Fig. 5 is a top view of a clamp position adjustment mechanism for a vertical support pile vertical adjustment platform of the present invention;

图6是本发明的一种竖向支承桩柱调垂平台的固定坐标调整器的示意图。Fig. 6 is a schematic diagram of a fixed coordinate adjuster for vertically supporting the vertical adjustment platform of piles according to the present invention.

具体实施方式Detailed ways

以下结合附图和具体实施例对本发明作进一步详细说明。根据下面说明和权利要求书,本发明的优点和特征将更清楚。需说明的是,附图均采用非常简化的形式且均使用非精准的比例,仅用以方便、明晰地辅助说明本发明实施例的目的。The present invention will be described in further detail below in conjunction with the accompanying drawings and specific embodiments. Advantages and features of the present invention will be apparent from the following description and claims. It should be noted that all the drawings are in a very simplified form and use imprecise scales, and are only used to facilitate and clearly assist the purpose of illustrating the embodiments of the present invention.

实施例1:Example 1:

参考图1至图6,一种竖向支承桩柱调垂平台,其特征在于,包括可调节底座1、设置于可调节底座1上部且上表面为凹球面的球面滑台2、搁置于球面滑台2上部且下表面与球面滑台2的上表面相匹配的滑动平台3、以及搁置于滑动平台3上部的桩柱夹具4;所述可调节底座1、球面滑台2、滑动平台3、桩柱夹具4的中部设置供竖向支承桩柱5穿过的孔洞。Referring to Fig. 1 to Fig. 6, a vertically supporting pile vertical adjustment platform is characterized in that it includes an adjustable base 1, a spherical slide table 2 arranged on the upper part of the adjustable base 1 and the upper surface is a concave spherical surface, resting on the spherical surface The upper part of the sliding table 2 and the sliding platform 3 whose lower surface matches the upper surface of the spherical sliding table 2, and the pile clamp 4 resting on the upper part of the sliding platform 3; the adjustable base 1, the spherical sliding table 2, and the sliding platform 3 , The middle part of the pile clamp 4 is provided with a hole for the vertical support pile 5 to pass through.

本实施例的一种竖向支承桩柱调垂平台,使用时,竖向支承桩柱5穿过设置于桩孔上方的竖向支承桩柱调垂平台后插入桩孔,并使其重心低于竖向支承桩柱调垂平台。竖向支承桩柱5与桩柱夹具4固定连接,并通过桩柱夹具4 搁置于滑动平台3上。由于物体重力的方向竖直向下,竖向支承桩柱5将在重力的影响下,带动滑动平台3在球面滑台2的上表面中滑动,并逐步趋于稳定。此时,如果竖向支承桩柱5未达到垂直状态,则只需微调桩柱夹具4相对于滑动平台3的位置,即可对竖向支承桩柱5的垂直度进行调整。The vertical support pile vertical adjustment platform of this embodiment, when in use, the vertical support pile 5 passes through the vertical support pile vertical adjustment platform arranged above the pile hole and is inserted into the pile hole, and the center of gravity is lowered. It is used to vertically support the vertical adjustment platform of the pile column. The vertical support piles 5 are fixedly connected with the pile clamps 4 and rest on the sliding platform 3 through the pile clamps 4 . Since the direction of the gravity of the object is vertically downward, the vertical support pile 5 will drive the sliding platform 3 to slide in the upper surface of the spherical slide 2 under the influence of gravity, and gradually become stable. At this time, if the vertical support pile 5 has not reached the vertical state, the verticality of the vertical support pile 5 can be adjusted only by fine-tuning the position of the pile clamp 4 relative to the sliding platform 3 .

本实施例的一种竖向支承桩柱调垂平台,通过控制竖向支承桩柱5的垂心,实现对竖向支承桩柱5的垂直度姿态进行控制。在调整竖向支承桩柱5 的垂直度的过程中,所需的动力仅需要克服桩柱夹具4与滑动平台3之间的摩擦力,使用简单,容易控制精度,解决了现有技术的竖向支承桩柱调垂装置在对竖向支承桩柱5调垂时,使用难度大、精度难以控制等问题。A vertically supporting pile vertical adjustment platform in this embodiment controls the verticality attitude of the vertical supporting pile 5 by controlling the vertical center of the vertical supporting pile 5 . In the process of adjusting the verticality of the vertical support pile 5, the required power only needs to overcome the friction between the pile clamp 4 and the sliding platform 3, which is simple to use and easy to control the accuracy, and solves the problem of the prior art. The vertical adjustment device for supporting piles has problems such as difficulty in use and difficult control of precision when vertically adjusting vertical supporting piles 5 .

作为较佳的实施方式,所述竖向支承桩柱调垂平台中,所述可调节底座1 包括底座架体1a,以及设置于底座架体1a周围的若干可调节支腿1b。可调节支腿1b将竖向支承桩柱调垂平台调至水平状态,更有利于之后对竖向支承桩柱5垂直度的调整。As a preferred embodiment, in the vertical support pile vertical adjustment platform, the adjustable base 1 includes a base frame body 1a, and several adjustable legs 1b arranged around the base frame body 1a. The adjustable leg 1b adjusts the vertical support pile vertical adjustment platform to a horizontal state, which is more conducive to the adjustment of the verticality of the vertical support pile 5 afterwards.

作为较佳的实施方式,所述竖向支承桩柱调垂平台中,所述底座架体1a 为三角形,所述可调节支腿1b设置于底座架体1a的三个顶点端部,所述可调节支腿1b为液压式可调节支腿。将底座架体1a设为三角形能使竖向支承桩柱调垂平台安装时更加稳定。As a preferred embodiment, in the vertical support pile vertical adjustment platform, the base frame body 1a is triangular, and the adjustable legs 1b are arranged at the three apex ends of the base frame body 1a. The adjustable outrigger 1b is a hydraulic adjustable outrigger. Setting the base frame body 1a as a triangle can make the vertical support pile vertical adjustment platform more stable when installed.

作为较佳的实施方式,所述竖向支承桩柱调垂平台中,所述桩柱夹具4 包括环形底板4a、以及环绕环形底板4a并间隔设置的若干耳板4b。桩柱夹具 4可以通过穿过耳板4b的螺栓与竖向支承桩柱5固定连接。As a preferred embodiment, in the vertical support pile vertical adjustment platform, the pile clamp 4 includes an annular bottom plate 4a, and several ear plates 4b arranged at intervals around the annular bottom plate 4a. The pile clamp 4 can be fixedly connected with the vertical supporting pile 5 by bolts passing through the ear plate 4b.

作为较佳的实施方式,所述竖向支承桩柱调垂平台中,所述滑动平台3 包括第一滑动平台3a、以及搁置于第一滑动平台3a下部的第二滑动平台3b,第一滑动平台3a、第二滑动平台3b侧部分别设置夹具位置调整机构3c,第一滑动平台3a的夹具位置调整机构3c用于调整桩柱夹具4与第一滑动平台3a 之间的相对位置,第二滑动平台3b的夹具位置调整机构3c用于调整第一滑动平台3a与第二滑动平台3b之间的相对位置,桩柱夹具4与第一滑动平台3a 的运动方向相互垂直。夹具位置调整机构3c可以使桩柱夹具4与滑动平台3 之间的相对位置的调整更加方便,提高了施工效率。As a preferred embodiment, in the vertical support pile vertical adjustment platform, the sliding platform 3 includes a first sliding platform 3a and a second sliding platform 3b resting on the lower part of the first sliding platform 3a, the first sliding platform Platform 3a, second slide platform 3b side parts are respectively provided with clamp position adjustment mechanism 3c, the clamp position adjustment mechanism 3c of the first slide platform 3a is used for adjusting the relative position between pile clamp 4 and the first slide platform 3a, the second The clamp position adjustment mechanism 3c of the sliding platform 3b is used to adjust the relative position between the first sliding platform 3a and the second sliding platform 3b, and the movement directions of the pile clamp 4 and the first sliding platform 3a are perpendicular to each other. The clamp position adjustment mechanism 3c can make the adjustment of the relative position between the pile clamp 4 and the sliding platform 3 more convenient, and improve the construction efficiency.

作为较佳的实施方式,所述竖向支承桩柱调垂平台中,所述夹具位置调整机构3c包括卡槽3c1、丝杆3c2、固定扣3c3、以及调节螺栓3c4,所述固定扣3c3设置于卡槽3c1中,所述固定扣3c3的顶部高出卡槽3c1,所述丝杆3c2 的一端在卡槽3c1内与固定扣3c3的侧部连接,另一端与调节螺栓3c4连接,所述固定扣3c3随丝杆3c2的转动沿丝杆3c2轴向在卡槽3c1中移动;As a preferred embodiment, in the vertical support pile vertical adjustment platform, the clamp position adjustment mechanism 3c includes a card slot 3c1, a screw rod 3c2, a fixing buckle 3c3, and an adjusting bolt 3c4, and the fixing buckle 3c3 is set In the slot 3c1, the top of the fixing buckle 3c3 is higher than the slot 3c1, one end of the screw rod 3c2 is connected to the side of the fixing buckle 3c3 in the slot 3c1, and the other end is connected to the adjusting bolt 3c4. The fixing buckle 3c3 moves in the slot 3c1 along the axial direction of the screw rod 3c2 with the rotation of the screw rod 3c2;

所述桩柱夹具4设置开孔6,所述第一滑动平台3a的夹具位置调整机构 3c的固定扣3c3的顶部设置于桩柱夹具4的开孔6中;The pile clamp 4 is provided with an opening 6, and the top of the fixing buckle 3c3 of the clamp position adjustment mechanism 3c of the first sliding platform 3a is arranged in the opening 6 of the pile clamp 4;

所述第一滑动平台3a设置开孔6,所述第二滑动平台3b的夹具位置调整机构3c的固定扣3c3的顶部设置于第一滑动平台3a的开孔6中。The first sliding platform 3a is provided with an opening 6, and the top of the fixing buckle 3c3 of the clamp position adjustment mechanism 3c of the second sliding platform 3b is disposed in the opening 6 of the first sliding platform 3a.

转动调节螺栓3c4可以驱动丝杆3c2,丝杆3c2就会带动固定扣3c3在卡槽3c1中移动。此时,由于固定扣3c3设置于开孔6中,因此,固定扣3c3 就能带动桩柱夹具4或第一滑动平台3a移动,从而起到调整竖向支承桩柱5 位置的作用。Turning the adjusting bolt 3c4 can drive the screw rod 3c2, and the screw rod 3c2 will drive the fixing buckle 3c3 to move in the slot 3c1. At this time, since the fixing buckle 3c3 is disposed in the opening 6, the fixing buckle 3c3 can drive the pile clamp 4 or the first sliding platform 3a to move, thereby adjusting the position of the vertical support pile 5 .

作为较佳的实施方式,所述竖向支承桩柱调垂平台中,还包括固定坐标调整结构7,用于调整可调节底座1与球面滑台2之间的相对位置。精确的将竖向支承桩柱5调整至设计安装中心的大地坐标的位置。As a preferred embodiment, the vertical support pile vertical adjustment platform further includes a fixed coordinate adjustment structure 7 for adjusting the relative position between the adjustable base 1 and the spherical slide 2 . Accurately adjust the vertical support pile 5 to the geodetic coordinate position of the design installation center.

作为较佳的实施方式,所述竖向支承桩柱调垂平台中,具体的,所述固定坐标调整结构7设置于可调节底座1与球面滑台2之间,包括横向调整平台 7a、以及设置于横向调整平台7a上部纵向调整平台7b,所述横向调整平台7a 与纵向调整平台7b中部设置供竖向支承桩柱5穿过的孔洞,横向调整平台7a 与纵向调整平台7b侧部分别设置固定坐标调整器7c,两个固定坐标调整器7c 分别驱动横向调整平台7a与纵向调整平台7b,横向调整平台7a与纵向调整平台7b的运动方向相互垂直。As a preferred embodiment, in the vertical support pile vertical adjustment platform, specifically, the fixed coordinate adjustment structure 7 is arranged between the adjustable base 1 and the spherical slide table 2, including a horizontal adjustment platform 7a, and The vertical adjustment platform 7b is arranged on the upper part of the horizontal adjustment platform 7a, the middle part of the horizontal adjustment platform 7a and the longitudinal adjustment platform 7b is provided with a hole for the vertical support pile 5 to pass through, and the lateral adjustment platform 7a and the longitudinal adjustment platform 7b are respectively provided on the side The fixed coordinate adjuster 7c, the two fixed coordinate adjusters 7c respectively drive the horizontal adjustment platform 7a and the vertical adjustment platform 7b, and the movement directions of the horizontal adjustment platform 7a and the vertical adjustment platform 7b are perpendicular to each other.

作为较佳的实施方式,所述竖向支承桩柱调垂平台中,具体的,所述固定坐标调整器7c包括底盘7c1、设置于底盘7c1上的电机7c2、以及设置于电机 7c2前端的耳板7c3;As a preferred embodiment, in the vertical support pile vertical adjustment platform, specifically, the fixed coordinate adjuster 7c includes a chassis 7c1, a motor 7c2 arranged on the chassis 7c1, and an ear arranged at the front end of the motor 7c2 plate 7c3;

设置于横向调整平台7a侧部的固定坐标调整器7c的底盘7c1固定于横向调整平台7a上,耳板7c3固定于纵向调整平台7b侧部。The chassis 7c1 of the fixed coordinate adjuster 7c arranged on the side of the horizontal adjustment platform 7a is fixed on the horizontal adjustment platform 7a, and the ear plate 7c3 is fixed on the side of the longitudinal adjustment platform 7b.

设置于纵向调整平台7b侧部的固定坐标调整器7c的底盘7c1固定于纵向调整平台7b上,耳板7c3固定于球面滑台2侧部。The chassis 7c1 of the fixed coordinate adjuster 7c arranged on the side of the longitudinal adjustment platform 7b is fixed on the longitudinal adjustment platform 7b, and the ear plate 7c3 is fixed on the side of the spherical slide table 2 .

开启两个电机7c2可以分别调整横向调整平台7a与纵向调整平台7b的位置,从而调整竖向支承桩柱5的安装位置。Turning on the two motors 7c2 can respectively adjust the positions of the horizontal adjustment platform 7a and the longitudinal adjustment platform 7b, thereby adjusting the installation position of the vertical support pile 5.

作为较佳的实施方式,所述竖向支承桩柱调垂平台中,还包括倾角传感器,用于测量竖向支承桩柱5的垂直度。As a preferred embodiment, the vertical support pile vertical adjustment platform further includes an inclination sensor for measuring the verticality of the vertical support pile 5 .

实施例2:Example 2:

参考图1至图6,本实施例提供一种上述竖向支承桩柱调垂平台的使用方法。本实施例的竖向支承桩柱调垂平台的使用方法的技术方案包括如下步骤:Referring to Fig. 1 to Fig. 6, the present embodiment provides a method of using the above-mentioned vertical support pile vertical adjustment platform. The technical scheme of the use method of the vertical support pile vertical adjustment platform of the present embodiment comprises the following steps:

第一步,将竖向支承桩柱调垂平台设置于桩孔上方的地面;In the first step, the vertical support pile vertical adjustment platform is arranged on the ground above the pile hole;

第二步,在竖向支承桩柱5外套设桩柱夹具4;In the second step, a pile clamp 4 is placed outside the vertical support pile 5;

第三步,将竖向支承桩柱5穿过竖向支承桩柱调垂平台后插入桩孔,并使其重心低于竖向支承桩柱调垂平台,等待竖向支承桩柱5调整至稳定姿态位置;The third step is to insert the vertical support pile 5 into the pile hole after passing through the vertical support pile vertical adjustment platform, and make its center of gravity lower than the vertical support pile vertical adjustment platform, and wait for the vertical support pile 5 to be adjusted to Stable attitude position;

第四步,通过调整桩柱夹具4相对于滑动平台3的位置,调节竖向支承桩柱5的垂直度。The fourth step is to adjust the verticality of the vertical support pile 5 by adjusting the position of the pile clamp 4 relative to the sliding platform 3 .

本实施例的竖向支承桩柱调垂平台的使用方法,使用时,竖向支承桩柱5 穿过设置于桩孔上方的竖向支承桩柱调垂平台后插入桩孔,并使其重心低于竖向支承桩柱调垂平台。竖向支承桩柱5与桩柱夹具4固定连接,并通过桩柱夹具4搁置于滑动平台3上。由于物体重力的方向竖直向下,竖向支承桩柱5 将在重力的影响下,带动滑动平台3在球面滑台2的上表面中滑动,并逐步趋于稳定。此时,如果竖向支承桩柱5未达到垂直状态,则只需微调桩柱夹具4 相对于滑动平台3的位置,即可对竖向支承桩柱5的垂直度进行调整。The use method of the vertical support pile vertical adjustment platform of the present embodiment, when in use, the vertical support pile 5 passes through the vertical support pile vertical adjustment platform arranged above the pile hole and inserts the pile hole, and makes its center of gravity Lower than the vertical support pile vertical adjustment platform. The vertical support piles 5 are fixedly connected with the pile clamps 4, and rest on the sliding platform 3 through the pile clamps 4. Since the direction of the gravity of the object is vertically downward, the vertical support pile 5 will drive the sliding platform 3 to slide on the upper surface of the spherical sliding table 2 under the influence of gravity, and gradually become stable. At this time, if the vertical support pile 5 has not reached the vertical state, the verticality of the vertical support pile 5 can be adjusted only by fine-tuning the position of the pile clamp 4 relative to the sliding platform 3 .

本实施例的竖向支承桩柱调垂平台的使用方法,通过控制竖向支承桩柱5 的垂心,实现对竖向支承桩柱5的垂直度姿态进行控制。在调整竖向支承桩柱 5的垂直度的过程中,所需的动力仅需要克服桩柱夹具4与滑动平台3之间的摩擦力,使用简单,容易控制精度,解决了现有技术的竖向支承桩柱调垂装置在对竖向支承桩柱5调垂时,使用难度大、精度难以控制等问题。The use method of the vertical support pile vertical adjustment platform of this embodiment realizes the control of the verticality posture of the vertical support pile 5 by controlling the orthocenter of the vertical support pile 5 . In the process of adjusting the verticality of the vertical support pile 5, the required power only needs to overcome the friction between the pile clamp 4 and the sliding platform 3, which is simple to use and easy to control the accuracy, and solves the problem of the prior art. The vertical adjustment device for supporting piles has problems such as difficulty in use and difficult control of precision when vertically adjusting vertical supporting piles 5 .

作为较佳的实施方式,所述竖向支承桩柱调垂平台的使用方法中,可调节底座1包括若干可调节支腿1b,第一步中,通过可调节支腿1b将竖向支承桩柱调垂平台调至水平状态。可调节支腿1b将竖向支承桩柱调垂平台调至水平状态,更有利于之后对竖向支承桩柱5垂直度的调整。As a preferred embodiment, in the method of using the vertically supporting pile vertical adjustment platform, the adjustable base 1 includes several adjustable legs 1b, and in the first step, the vertical supporting pile is adjusted by the adjustable legs 1b. The column vertical adjustment platform is adjusted to the horizontal state. The adjustable leg 1b adjusts the vertical support pile vertical adjustment platform to a horizontal state, which is more conducive to the adjustment of the verticality of the vertical support pile 5 afterwards.

作为较佳的实施方式,所述竖向支承桩柱调垂平台的使用方法中,还包括第五步:As a preferred embodiment, the method for using the vertical support pile vertical adjustment platform also includes a fifth step:

竖向支承桩柱调垂平台还包括固定坐标调整结构7,通过固定坐标调整结构7调整可调节底座1与球面滑台2之间的相对位置,从而实现竖向支承桩柱5位置的调整。The vertical support pile vertical adjustment platform also includes a fixed coordinate adjustment structure 7, through which the relative position between the adjustable base 1 and the spherical sliding table 2 is adjusted, so as to realize the adjustment of the vertical support pile 5 position.

固定坐标调整结构7能调整可调节底座1与球面滑台2之间的相对位置,从而实现竖向支承桩柱5位置的调整。固定坐标调整结构7实现了竖向支承桩柱5的大地坐标位置的校正的功能,解决了竖向支承桩柱的大地坐标在施工过程中通常存在偏移现象的问题,提升了施工的精度。The fixed coordinate adjustment structure 7 can adjust the relative position between the adjustable base 1 and the spherical sliding table 2, so as to realize the adjustment of the position of the vertical support pile 5. The fixed coordinate adjustment structure 7 realizes the correction function of the geodetic coordinate position of the vertical support pile 5, solves the problem that the geodetic coordinate of the vertical support pile 5 usually deviates during the construction process, and improves the construction accuracy.

上述描述仅是对本发明较佳实施例的描述,并非对本发明范围的任何限定,本发明领域的普通技术人员根据上述揭示内容做的任何变更、修饰,均属于权利要求书的保护范围。The above description is only a description of the preferred embodiments of the present invention, and does not limit the scope of the present invention. Any changes and modifications made by those of ordinary skill in the field of the present invention based on the above disclosures shall fall within the protection scope of the claims.

Claims (13)

1.一种竖向支承桩柱调垂平台,其特征在于,包括可调节底座(1)、设置于可调节底座(1)上部且上表面为凹球面的球面滑台(2)、搁置于球面滑台(2)上部且下表面与球面滑台(2)的上表面相匹配的滑动平台(3)、以及搁置于滑动平台(3)上部的桩柱夹具(4);所述可调节底座(1)、球面滑台(2)、滑动平台(3)、桩柱夹具(4)的中部设置供竖向支承桩柱(5)穿过的孔洞。1. A vertically supporting pile vertical adjustment platform, characterized in that it comprises an adjustable base (1), a spherical sliding table (2) that is arranged on the top of the adjustable base (1) and whose upper surface is a concave spherical surface, rests on The upper part of the spherical slide (2) and the sliding platform (3) whose lower surface matches the upper surface of the spherical slide (2), and the pile clamp (4) resting on the upper part of the sliding platform (3); the adjustable The base (1), the spherical sliding platform (2), the sliding platform (3), and the middle part of the pile clamp (4) are provided with holes for the vertical support piles (5) to pass through. 2.如权利要求1所述的竖向支承桩柱调垂平台,其特征在于,所述可调节底座(1)包括底座架体(1a),以及设置于底座架体(1a)周围的若干可调节支腿(1b)。2. The vertically supporting pile vertical adjustment platform according to claim 1, characterized in that, the adjustable base (1) comprises a base frame (1a), and several Adjustable legs (1b). 3.如权利要求2所述的竖向支承桩柱调垂平台,其特征在于,所述底座架体(1a)为三角形,所述可调节支腿(1b)设置于底座架体(1a)的三个顶点端部,所述可调节支腿(1b)为液压式可调节支腿。3. The vertically supporting pile vertical adjustment platform according to claim 2, characterized in that, the base frame (1a) is triangular, and the adjustable legs (1b) are arranged on the base frame (1a) The three apex ends of the adjustable outrigger (1b) are hydraulically adjustable outriggers. 4.如权利要求1所述的竖向支承桩柱调垂平台,其特征在于,所述桩柱夹具(4)包括环形底板(4a)、以及环绕环形底板(4a)并间隔设置的若干耳板(4b)。4. The vertical support pile vertical adjustment platform according to claim 1, characterized in that, the pile clamp (4) comprises an annular bottom plate (4a), and several ears surrounding the annular bottom plate (4a) and arranged at intervals Plate (4b). 5.如权利要求1所述的竖向支承桩柱调垂平台,其特征在于,所述滑动平台(3)包括第一滑动平台(3a)、以及搁置于第一滑动平台(3a)下部的第二滑动平台(3b),第一滑动平台(3a)、第二滑动平台(3b)侧部分别设置夹具位置调整机构(3c),第一滑动平台(3a)的夹具位置调整机构(3c)用于调整桩柱夹具(4)与第一滑动平台(3a)之间的相对位置,第二滑动平台(3b)的夹具位置调整机构(3c)用于调整第一滑动平台(3a)与第二滑动平台(3b)之间的相对位置,桩柱夹具(4)与第一滑动平台(3a)的运动方向相互垂直。5. The vertical support pile vertical adjustment platform according to claim 1, characterized in that, the sliding platform (3) comprises a first sliding platform (3a), and a platform resting on the lower part of the first sliding platform (3a). The second sliding platform (3b), the first sliding platform (3a), the side parts of the second sliding platform (3b) are respectively provided with a clamp position adjustment mechanism (3c), and the clamp position adjustment mechanism (3c) of the first sliding platform (3a) It is used to adjust the relative position between the pile clamp (4) and the first sliding platform (3a), and the clamp position adjustment mechanism (3c) of the second sliding platform (3b) is used to adjust the first sliding platform (3a) and the second sliding platform (3a). The relative position between the two sliding platforms (3b), the movement direction of the pile clamp (4) and the first sliding platform (3a) are perpendicular to each other. 6.如权利要求5所述的竖向支承桩柱调垂平台,其特征在于,所述夹具位置调整机构(3c)包括卡槽(3c1)、丝杆(3c2)、固定扣(3c3)、以及调节螺栓(3c4),所述固定扣(3c3)设置于卡槽(3c1)中,所述固定扣(3c3)的顶部高出卡槽(3c1),所述丝杆(3c2)的一端在卡槽(3c1)内与固定扣(3c3)的侧部连接,另一端与调节螺栓(3c4)连接,所述固定扣(3c3)随丝杆(3c2)的转动沿丝杆(3c2)轴向在卡槽(3c1)中移动;6. The vertically supporting pile vertical adjustment platform according to claim 5, characterized in that, the clamp position adjustment mechanism (3c) comprises a card slot (3c1), a screw rod (3c2), a fixing buckle (3c3), and the adjusting bolt (3c4), the fixing buckle (3c3) is arranged in the slot (3c1), the top of the fixing buckle (3c3) is higher than the slot (3c1), and one end of the screw rod (3c2) is The card slot (3c1) is connected to the side of the fixing buckle (3c3), and the other end is connected to the adjusting bolt (3c4). The fixing buckle (3c3) moves along the screw rod (3c2) axially Move in the card slot (3c1); 所述桩柱夹具(4)设置开孔(6),所述第一滑动平台(3a)的夹具位置调整机构(3c)的固定扣(3c3)的顶部设置于桩柱夹具(4)的开孔(6)中;The pile clamp (4) is provided with an opening (6), and the top of the fixing buckle (3c3) of the clamp position adjustment mechanism (3c) of the first sliding platform (3a) is arranged on the opening of the pile clamp (4). in the hole (6); 所述第一滑动平台(3a)设置开孔(6),所述第二滑动平台(3b)的夹具位置调整机构(3c)的固定扣(3c3)的顶部设置于第一滑动平台(3a)的开孔(6)中。The first sliding platform (3a) is provided with an opening (6), and the top of the fixing buckle (3c3) of the clamp position adjustment mechanism (3c) of the second sliding platform (3b) is arranged on the first sliding platform (3a) in the opening (6). 7.如权利要求1所述的竖向支承桩柱调垂平台,其特征在于,还包括固定坐标调整结构(7),用于调整可调节底座(1)与球面滑台(2)之间的相对位置。7. The vertically supporting pile vertical adjustment platform according to claim 1, characterized in that it also includes a fixed coordinate adjustment structure (7) for adjusting the distance between the adjustable base (1) and the spherical slide (2). relative position. 8.如权利要求7所述的竖向支承桩柱调垂平台,其特征在于,所述固定坐标调整结构(7)设置于可调节底座(1)与球面滑台(2)之间,包括横向调整平台(7a)、以及设置于横向调整平台(7a)上部纵向调整平台(7b),所述横向调整平台(7a)与纵向调整平台(7b)中部设置供竖向支承桩柱(5)穿过的孔洞,横向调整平台(7a)与纵向调整平台(7b)侧部分别设置固定坐标调整器(7c),两个固定坐标调整器(7c)分别驱动横向调整平台(7a)与纵向调整平台(7b),横向调整平台(7a)与纵向调整平台(7b)的运动方向相互垂直。8. The vertically supporting pile vertical adjustment platform according to claim 7, characterized in that, the fixed coordinate adjustment structure (7) is arranged between the adjustable base (1) and the spherical slide (2), comprising The horizontal adjustment platform (7a), and the vertical adjustment platform (7b) arranged on the upper part of the horizontal adjustment platform (7a), the middle part of the horizontal adjustment platform (7a) and the longitudinal adjustment platform (7b) is provided for vertical support piles (5) Through the hole, the lateral adjustment platform (7a) and the longitudinal adjustment platform (7b) are respectively provided with fixed coordinate adjusters (7c), and the two fixed coordinate adjusters (7c) drive the horizontal adjustment platform (7a) and the vertical adjustment platform (7b) respectively. The movement directions of the platform (7b), the horizontal adjustment platform (7a) and the longitudinal adjustment platform (7b) are perpendicular to each other. 9.如权利要求8所述的竖向支承桩柱调垂平台,其特征在于,所述固定坐标调整器(7c)包括底盘(7c1)、设置于底盘(7c1)上的电机(7c2)、以及设置于电机(7c2)前端的耳板(7c3);9. The vertically supporting pile vertical adjustment platform according to claim 8, characterized in that, the fixed coordinate adjuster (7c) comprises a chassis (7c1), a motor (7c2) arranged on the chassis (7c1), And the ear plate (7c3) arranged at the front end of the motor (7c2); 设置于横向调整平台(7a)侧部的固定坐标调整器(7c)的底盘(7c1)固定于横向调整平台(7a)上,耳板(7c3)固定于纵向调整平台(7b)侧部。The chassis (7c1) of the fixed coordinate adjuster (7c) arranged on the side of the horizontal adjustment platform (7a) is fixed on the horizontal adjustment platform (7a), and the ear plate (7c3) is fixed on the side of the vertical adjustment platform (7b). 设置于纵向调整平台(7b)侧部的固定坐标调整器(7c)的底盘(7c1)固定于纵向调整平台(7b)上,耳板(7c3)固定于球面滑台(2)侧部。The chassis (7c1) of the fixed coordinate adjuster (7c) arranged on the side of the longitudinal adjustment platform (7b) is fixed on the longitudinal adjustment platform (7b), and the ear plate (7c3) is fixed on the side of the spherical slide (2). 10.如权利要求1所述的竖向支承桩柱调垂平台,其特征在于,还包括倾角传感器,用于测量竖向支承桩柱(5)的垂直度。10. The vertical support pile vertical adjustment platform according to claim 1, further comprising an inclination sensor for measuring the verticality of the vertical support pile (5). 11.一种如权利要求1-10中任意一种竖向支承桩柱调垂平台的使用方法,其特征在于,包括如下步骤:11. A method for using a vertically supporting pile vertical adjustment platform according to any one of claims 1-10, characterized in that it comprises the following steps: 第一步,将竖向支承桩柱调垂平台设置于桩孔上方的地面;In the first step, the vertical support pile vertical adjustment platform is arranged on the ground above the pile hole; 第二步,在竖向支承桩柱(5)外套设桩柱夹具(4);In the second step, a pile clamp (4) is arranged outside the vertical support pile (5); 第三步,将竖向支承桩柱(5)穿过竖向支承桩柱调垂平台后插入桩孔,并使其重心低于竖向支承桩柱调垂平台,等待竖向支承桩柱(5)调整至稳定姿态位置;The third step is to insert the vertical support pile (5) into the pile hole after passing through the vertical support pile vertical adjustment platform, and make its center of gravity lower than the vertical support pile vertical adjustment platform, and wait for the vertical support pile ( 5) Adjust to a stable attitude position; 第四步,通过调整桩柱夹具(4)相对于滑动平台(3)的位置,调节竖向支承桩柱(5)的垂直度。The fourth step is to adjust the verticality of the vertical supporting pile (5) by adjusting the position of the pile clamp (4) relative to the sliding platform (3). 12.一种如权利要求11所述的竖向支承桩柱调垂平台的使用方法,其特征在于,可调节底座(1)包括若干可调节支腿(1b),第一步中,通过可调节支腿(1b)将竖向支承桩柱调垂平台调至水平状态。12. A method of using the vertical support pile vertical adjustment platform as claimed in claim 11, characterized in that the adjustable base (1) includes several adjustable legs (1b), in the first step, through the Adjusting the legs (1b) adjusts the vertical supporting pile vertical adjustment platform to a horizontal state. 13.一种如权利要求11所述的竖向支承桩柱调垂平台的使用方法,其特征在于,还包括第五步:13. A method for using the vertical support pile vertical adjustment platform according to claim 11, further comprising a fifth step: 竖向支承桩柱调垂平台还包括固定坐标调整结构(7),通过固定坐标调整结构(7)调整可调节底座(1)与球面滑台(2)之间的相对位置,从而实现竖向支承桩柱(5)位置的调整。The vertical support pile vertical adjustment platform also includes a fixed coordinate adjustment structure (7), through which the relative position between the adjustable base (1) and the spherical sliding table (2) is adjusted, thereby realizing vertical Adjustment of the position of the support pile (5).
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