CN212001093U - A static pressure pile construction device - Google Patents
A static pressure pile construction device Download PDFInfo
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- CN212001093U CN212001093U CN202020126504.9U CN202020126504U CN212001093U CN 212001093 U CN212001093 U CN 212001093U CN 202020126504 U CN202020126504 U CN 202020126504U CN 212001093 U CN212001093 U CN 212001093U
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Abstract
本实用新型涉及一种静压桩施工装置,涉及桩基施工的技术领域,其包括固定于地面的压桩架本体,压桩架本体包括立柱一、立柱二及横梁,立柱一及立柱二之间共同滑移连接有反力梁,反力梁上固接有位于桩基上方的千斤顶,立柱一及立柱二上均开设有空腔一,每一个空腔一内均设有移动机构,移动机构包括转动连接在空腔一内的丝杆、与丝杆螺纹连接的滑块、与滑块固接的连接块及与固定在连接块上且与反力梁固接的安装板,立柱一及立柱二上均开设有条孔,立柱一的顶部固接有与丝杆固接的电机,横梁上开设有与空腔一连通的空腔二,空腔二内设有用于驱动立柱二内的丝杆转动的驱动组件。本实用新型具有可方便调节反力梁高度的效果。
The utility model relates to a static pressure pile construction device, which relates to the technical field of pile foundation construction. The utility model comprises a pile pressing frame body fixed on the ground. There is a reaction beam connected by common sliding between them. The reaction beam is fixed with a jack located above the pile foundation. A cavity 1 is opened on the column 1 and the column 2. Each cavity 1 is provided with a moving mechanism to move The mechanism includes a screw rod rotatably connected in the cavity one, a slider threadedly connected with the screw rod, a connecting block fixed with the slider, and a mounting plate fixed on the connecting block and fixed with the reaction beam. There are strip holes on the second column and the top of the column one is fixed with a motor fixed with the screw rod. The drive assembly that the screw rotates. The utility model has the effect that the height of the reaction beam can be adjusted conveniently.
Description
技术领域technical field
本实用新型涉及桩基施工的技术领域,尤其是涉及一种静压桩施工装置。The utility model relates to the technical field of pile foundation construction, in particular to a static pressure pile construction device.
背景技术Background technique
静压桩是工程桩基施工的一种方法,静压桩法施工是通过静力压桩机的压桩机构以压桩机自重和机架上的配重提供反力而将预制桩压入土中的沉桩工艺。静压桩完全避免了锤击打桩所产生的振动、噪音和污染,因此施工时具有对桩无破坏、施工无噪音、无振动、无冲击力、无污染等优点。The static pressure pile is a method of engineering pile foundation construction. The static pressure pile method construction is to press the prefabricated pile into the soil through the pile driving mechanism of the static pile driver to provide the counter force with the self weight of the pile driver and the counterweight on the frame. The piling process in . The static pressure pile completely avoids the vibration, noise and pollution caused by hammering the pile, so it has the advantages of no damage to the pile, no noise, no vibration, no impact, and no pollution during construction.
现有的公告号为CN207812523U的中国专利公开了一种锚杆静压桩施工装置,包括桩体、压桩架主体、千斤顶和反力梁;压桩架主体包括压桩架横梁和设置在压桩架横梁两端以用于支撑压桩架横梁的压桩架立柱,压桩架立柱的底部设置有底座,底座通过锚杆固定在基础底板上,且压桩架立柱从上至下依次设置有多个销孔;反力梁通过一电动葫芦悬挂于压桩架横梁上,且反力梁的两侧均通过插销安装于压桩架立柱上;桩体通过千斤顶与反力梁连接。The existing Chinese patent with the publication number CN207812523U discloses an anchor rod static pressure pile construction device, which includes a pile body, a pile driving frame main body, a jack and a reaction beam; The two ends of the pile frame beam are used to support the pile-pressing frame columns of the pile-pressing frame beams. The bottom of the pile-pressing frame column is provided with a base, and the base is fixed on the base plate through the anchor rod, and the pile-pressing frame columns are arranged in order from top to bottom. There are a plurality of pin holes; the reaction beam is suspended on the beam of the pile-pressing frame through an electric hoist, and both sides of the reaction-force beam are installed on the column of the pile-pressing frame through bolts; the pile body is connected with the reaction beam through a jack.
上述中的现有技术方案存在以下缺陷:需要调整反力梁的高度时,需要工作人员手动将销孔上的插销取下;然后移动反力梁至合适的高度后,再利用插销进行固定;操作过程较为繁琐且效率较低。The above-mentioned prior art scheme has the following defects: when the height of the reaction beam needs to be adjusted, the staff needs to manually remove the latch on the pin hole; then move the reaction beam to a suitable height, and then use the latch to fix it; The operation process is more complicated and less efficient.
实用新型内容Utility model content
针对现有技术存在的不足,本实用新型的目的是提供一种静压桩施工装置,其具有可方便调节反力梁高度的效果。In view of the deficiencies in the prior art, the purpose of the present invention is to provide a static pressure pile construction device, which has the effect of being able to easily adjust the height of the reaction beam.
本实用新型的上述实用新型目的是通过以下技术方案得以实现的:The above-mentioned utility model purpose of the present utility model is achieved through the following technical solutions:
一种静压桩施工装置,包括固定于地面的压桩架本体,所述压桩架本体包括垂直于地面设置的立柱一、与立柱一相对设置且垂直于地面的立柱二及与立柱一及立柱二共同固定连接的横梁,所述立柱一及所述立柱二之间共同滑移连接有反力梁,所述反力梁上固定连接有位于桩基上方的千斤顶,所述立柱一及所述立柱二上均开设有空腔一,每一个所述空腔一内均设有用于驱动反力梁移动的移动机构,所述移动机构包括转动连接在空腔一内的丝杆、与丝杆螺纹连接的滑块、与滑块固定连接的连接块及与固定在连接块上且与反力梁固定连接的安装板,所述立柱一及所述立柱二上均开设有可供连接块滑移的条孔,所述立柱一的顶部固定连接有与丝杆固定连接的电机,所述横梁上开设有与空腔一连通的空腔二,所述空腔二内设有用于驱动所述立柱二内的所述丝杆转动的驱动组件。A static-pressing pile construction device, comprising a pile-pressing frame body fixed on the ground, the pile-pressing frame body comprising a column 1 arranged perpendicular to the ground, a
通过采用上述技术方案,需要调整反力梁的高度时,启动电机可使立柱一内的丝杆转动,利用驱动组件可使立柱二内的丝杆转动,从而在连接块及条孔的限制下滑块沿着丝杆滑移,使反力梁随之移动;以此实现可方便调节反力梁高度,使施工更加方便。By adopting the above technical solution, when the height of the reaction beam needs to be adjusted, the motor can be started to rotate the lead screw in column one, and the lead screw in column two can be rotated by using the driving component, so that under the restriction of the connecting block and the strip hole The slider slides along the screw rod, so that the reaction beam moves along with it; in this way, the height of the reaction beam can be adjusted conveniently, which makes the construction more convenient.
本实用新型在一较佳示例中可以进一步配置为:所述驱动组件保证转动连接在空腔二内的转动杆、固定在转动杆两端部上的锥齿轮一及固定在两丝杆顶部且分别与两锥齿轮一啮合的锥齿轮二。In a preferred example of the present invention, it can be further configured as follows: the drive assembly ensures a rotating rod connected in the
通过采用上述技术方案,将驱动组件设为转动杆、锥齿轮一及锥齿轮二的组合,在立柱一内的丝杆转动时,由于锥齿轮一与锥齿轮二的啮合,可使转动杆转动;立柱二内的丝杆端部的锥齿轮二随着转动杆转动,从而使两个丝杆同步转动,保证反力梁高度位置的正常调节;同时两个丝杆的转动仅利用一个电机驱动,使装置更加绿色节能。By adopting the above technical solution, the driving component is set as the combination of the rotating rod, the first bevel gear and the second bevel gear. When the screw rod in the first column rotates, the rotating rod can be rotated due to the meshing of the first bevel gear and the second bevel gear. ;The
本实用新型在一较佳示例中可以进一步配置为:所述横梁上设有用于限制所述立柱一内的所述丝杆转动的限位组件。In a preferred example of the present invention, it can be further configured that: the beam is provided with a limiting component for restricting the rotation of the screw rod in the column 1.
通过采用上述技术方案,反力梁高度调整完成后,利用限位组件可限制立柱一内的丝杆的转动,以此可随之限制立柱二内的丝杆转动,减少了丝杆自转可能带来反力梁位置改变的问题,保证了反力梁的稳定性。By adopting the above technical solution, after the height adjustment of the reaction force beam is completed, the rotation of the lead screw in the column 1 can be restricted by the limit component, so that the rotation of the lead screw in the column two can be restricted accordingly, reducing the possible belt rotation of the lead screw. The problem of changing the position of the reaction beam ensures the stability of the reaction beam.
本实用新型在一较佳示例中可以进一步配置为:所述限位组件包括固定在丝杆上的锯齿盘、固定在横梁上的气缸及固定在气缸的活塞杆端部上且可与锯齿盘的齿槽卡合的限位块。In a preferred example of the present invention, it can be further configured as follows: the limiting assembly includes a serrated disk fixed on the screw rod, a cylinder fixed on the beam, and the end of the piston rod of the cylinder fixed on the serrated disk. The limit block that engages with the tooth slot.
通过采用上述技术方案,需要限制立柱一内的丝杆的转动时,利用气缸推动限位块向锯齿盘所在方向移动,直至限位块卡设在锯齿盘的齿槽内,从而限制了锯齿盘的转动,以此限制了与锯齿盘固定连接的丝杆的转动。By adopting the above technical solution, when it is necessary to limit the rotation of the lead screw in the column 1, the air cylinder is used to push the limit block to move in the direction of the serrated plate until the limit block is clamped in the tooth slot of the serrated disk, thereby restricting the serrated disk. Rotation of the threaded rod, which is fixedly connected with the sawtooth disc, is limited.
本实用新型在一较佳示例中可以进一步配置为:所述安装板远离所述反力梁的侧面上均固定连接有导向条,所述立柱一及所述立柱二上均开设有与导向条相适配的导向槽。In a preferred example of the present invention, it can be further configured as follows: guide strips are fixedly connected to the sides of the mounting plate away from the reaction force beam, and guide strips are provided on the first column and the second column. Matching guide grooves.
通过采用上述技术方案,滑块沿着丝杆移动时,安装板亦随之移动,安装板上的导向条可沿着导出槽滑移,以此使安装板的移动更为平稳,从而反力梁可更为平稳地移动。By adopting the above technical solution, when the slider moves along the screw rod, the mounting plate also moves, and the guide bars on the mounting plate can slide along the lead-out groove, so that the movement of the mounting plate is more stable, and the reaction force The beam can move more smoothly.
本实用新型在一较佳示例中可以进一步配置为:所述立柱一及所述立柱二相对的侧面底部均设有定位装置。In a preferred example of the present invention, it can be further configured as follows: positioning devices are provided on the bottoms of the opposite sides of the first column and the second column.
通过采用上述技术方案,设有定位装置可限制桩基的位置,使桩基处于竖直状态,保证桩基施工的质量。By adopting the above technical solution, the positioning device can limit the position of the pile foundation, so that the pile foundation is in a vertical state, and the quality of the pile foundation construction is ensured.
本实用新型在一较佳示例中可以进一步配置为:所述定位装置包括固定在立柱一或立柱二上的固定杆、滑移套设在固定杆上的活动套、固定在活动套端部上的弧形板及与活动套螺纹连接且与固定杆抵接的固定销。In a preferred example of the present invention, it can be further configured as follows: the positioning device includes a fixed rod fixed on the first column or the second column, a movable sleeve slidingly sleeved on the fixed rod, and fixed on the end of the movable sleeve. The arc-shaped plate and the fixing pin are threadedly connected with the movable sleeve and abutted with the fixing rod.
通过采用上述技术方案,拧下固定销,根据桩基直径,调节活动套的位置,使弧形板恰好与桩基的周侧贴合;调节完成后将固定销螺纹连接在活动套上,并使固定销与固定杆抵接;同理完成两组定位装置的调节,以此完成桩基的固定。By adopting the above technical solution, unscrew the fixing pin, adjust the position of the movable sleeve according to the diameter of the pile foundation, so that the arc-shaped plate just fits the peripheral side of the pile foundation; after the adjustment is completed, the fixing pin is screwed on the movable sleeve, and The fixing pin is abutted with the fixing rod; in the same way, the adjustment of the two sets of positioning devices is completed, so as to complete the fixing of the pile foundation.
本实用新型在一较佳示例中可以进一步配置为:所述固定杆上设有测量方向沿其长度方向设置的刻度线。In a preferred example of the present invention, it can be further configured that: the fixed rod is provided with a scale line whose measurement direction is along its length direction.
通过采用上述技术方案,通过刻度线可方便直观地调整两组定位装置上的活动套,使两个活动套与桩基的距离基本一致,从而使定位装置的定位效果更好。By adopting the above technical solution, the movable sleeves on the two sets of positioning devices can be adjusted conveniently and intuitively through the scale lines, so that the distances between the two movable sleeves and the pile foundation are basically the same, so that the positioning effect of the positioning device is better.
综上所述,本实用新型包括以下至少一种有益技术效果:To sum up, the present utility model includes at least one of the following beneficial technical effects:
需要调整反力梁的高度时,启动电机可使立柱一内的丝杆转动,利用驱动组件可使立柱二内的丝杆转动,从而在连接块及条孔的限制下滑块沿着丝杆滑移,使反力梁随之移动;以此实现可方便调节反力梁高度,使施工更加方便;When the height of the reaction beam needs to be adjusted, start the motor to rotate the lead screw in column one, and use the drive assembly to rotate the lead screw in column two, so that the slider can follow the lead screw under the restriction of the connecting block and the strip hole. Slip, make the reaction beam move with it; in this way, the height of the reaction beam can be easily adjusted, making the construction more convenient;
反力梁高度调整完成后,利用限位组件可限制立柱一内的丝杆的转动,以此可随之限制立柱二内的丝杆转动,减少了丝杆自转可能带来反力梁位置改变的问题,保证了反力梁的稳定性;After the height adjustment of the reaction beam is completed, the rotation of the lead screw in the column 1 can be restricted by the limit component, so that the rotation of the lead screw in the column two can be restricted accordingly, reducing the position change of the reaction beam caused by the rotation of the lead screw. The problem of ensuring the stability of the reaction beam;
设有定位装置可限制桩基的位置,使桩基处于竖直状态,保证桩基施工的质量。The positioning device can limit the position of the pile foundation, make the pile foundation in a vertical state, and ensure the quality of the pile foundation construction.
附图说明Description of drawings
图1是实施例的结构示意图。FIG. 1 is a schematic structural diagram of an embodiment.
图2是图1中A部分的局部放大示意图。FIG. 2 is a partial enlarged schematic view of part A in FIG. 1 .
图3是实施例中凸显驱动组件的结构示意图。FIG. 3 is a schematic structural diagram of a highlighting driving assembly in an embodiment.
附图标记:1、压桩架本体;11、立柱一;111、空腔一;112、导向槽;12、立柱二;13、横梁;131、空腔二;14、电机;2、反力梁;21、千斤顶;22、桩基;3、移动机构;31、丝杆;32、滑块;33、连接块;34、安装板;341、导向条;4、驱动组件;41、转动杆;42、锥齿轮一;43、锥齿轮二;5、限位组件;51、锯齿盘;52、气缸;53、限位块;6、定位装置;61、固定杆;611、刻度线;62、活动套;63、弧形板;64、固定销。Reference numerals: 1, pile-pressing frame body; 11, column one; 111, cavity one; 112, guide groove; 12, column two; 13, beam; 131, cavity two; 14, motor; 2, reaction force Beam; 21, Jack; 22, Pile foundation; 3, Moving mechanism; 31, Screw rod; 32, Slider; 33, Connecting block; 34, Mounting plate; 341, Guide strip; 4, Drive assembly; 41, Rotating rod ; 42, bevel gear one; 43, bevel gear two; 5, limit assembly; 51, sawtooth plate; 52, cylinder; 53, limit block; , movable sleeve; 63, arc plate; 64, fixed pin.
具体实施方式Detailed ways
以下结合附图对本实用新型作进一步详细说明。The present utility model will be described in further detail below in conjunction with the accompanying drawings.
参照图1,为本实用新型公开的一种静压桩施工装置,包括压桩架本体1,压桩架本体1固定在地面上,压桩架本体1包括立柱一11、立柱二12及横梁13。立柱一11及立柱二12垂直于地面设置,横梁13固定在立柱一11及立柱二12的顶部上,立柱一11与立柱二12沿横梁13的中轴线对称分布。立柱一11及立柱二12上共同滑移连接有反力梁2,反力梁2为长方体形结构,反力梁2的长度方向与横梁13的长度方向一致。反力梁2的下表面上固定连接有千斤顶21,千斤顶21位于桩基22的上方。立柱一11及立柱二12内均开设有空腔一111,横梁13二上开设有空腔二131,空腔一111与空腔二131连通。Referring to FIG. 1, it is a static pressure pile construction device disclosed by the utility model, including a pile driver frame body 1, the pile driver frame body 1 is fixed on the ground, and the pile driver frame body 1 includes a column one 11, a
参照图1、图2,每一个空腔一111内均设有移动机构3,移动机构3可用于调节反力梁2的位置,移动机构3包括丝杆31、滑块32、连接块33及安装板34。丝杆31竖直设置,丝杆31转动连接在空腔一111内。滑块32为方块形,滑块32与丝杆31螺纹连接。立柱一11及立柱二12相对的侧面上均开设有条孔(未示出),条孔的长度方向立柱一11的长度方向一致,且条孔与空腔一111连通。连接块33固定在滑块32上,连接块33位于条孔内。安装板34为长方形板状结构,安装板34固定在连接块33远离滑块32的侧面上,两个安装板34分别与反力梁2的两端部固定连接。安装板34靠近连接块33的侧面上固定连接导向条341,导向条341的截面形状为等腰梯形,导向条341的长度方向与立柱一11的长度方向一致。立柱一11及立柱二12上均开设有导向槽112,立柱一11上的导向槽112与立柱一11上的安装板34上的导向条341相适配,立柱二12上的导向槽112与立柱二12上的安装板34上的导向条341相适配。Referring to FIGS. 1 and 2, each
参照图1、图3,立柱一11上固定连接有电机14,电机14的输出轴与立柱一11内的丝杆31固定连接。空腔二131内设有驱动组件4,驱动组件4包括转动杆41、锥齿轮一42及锥齿轮二43。转动杆41转动连接在空腔二131内,转动杆41的长度方向与横梁13的长度方向一致。锥齿轮一42与转动杆41共轴心线,锥齿轮一42的数量为两个,两个锥齿轮一42分别固定在转动杆41的两端部上。锥齿轮二43的数量为两个,两个锥齿轮二43分别与两个丝杆31共轴心线,且两个锥齿轮二43分别固定在两个丝杆31上,两个锥齿轮二43分别与两个锥齿轮一42啮合。需要调整反力梁2的高度时,启动电机14可使立柱一11内的丝杆31转动;在立柱一11内的丝杆31转动时,由于锥齿轮一42与锥齿轮二43的啮合,可使转动杆41转动;立柱二12内的丝杆31端部的锥齿轮二43随着转动杆41转动,从而使两个丝杆31同步转动,进而在连接块33及条孔的限制下滑块32沿着丝杆31滑移,使反力梁2随之移动;以此实现可方便调节反力梁2高度,使施工更加方便。1 and 3 , a
横梁13上设有限位组件5,限位组件5包括锯齿盘51、气缸52及限位块53。锯齿盘51与立柱一11上的丝杆31共轴心线,且锯齿盘51固定在该丝杆31上。气缸52固定在横梁13的上表面上,气缸52的活塞杆端部朝向立柱一11设置。限位块53固定在气缸52的活塞杆端部上,气缸52可推动限位块53向锯齿盘51方向移动,且限位块53可与锯齿盘51的齿槽卡合。反力梁2高度调整完成后,需要限制立柱一11内的丝杆31的转动时,利用气缸52推动限位块53向锯齿盘51所在方向移动,直至限位块53卡设在锯齿盘51的齿槽内,从而限制了锯齿盘51的转动,以此限制了与锯齿盘51固定连接的丝杆31的转动,减少了丝杆31自转可能带来反力梁2位置改变的问题,保证了反力梁2的稳定性。The
参照图1,立柱一11及立柱二12相对的侧面底部均设有定位装置6,每一组定位装置6均包括固定杆61、活动套62、弧形板63及固定销64。固定杆61为圆形杆状结构,两组定位装置6上的固定杆61分别固定在立柱一11及立柱二12上,固定杆61的长度方向与横梁13的长度方向一致。固定杆61上设置有刻度线611,刻度线611的测量方向与固定杆61的长度方向一致。活动套62为圆管状结构,活动套62的内径略大于固定杆61的直径,活动套62的长度方向与固定杆61的长度方向一致,活动套62滑移设置在固定杆61上。弧形板63固定在活动套62远离固定杆61的端部上,且弧形板63较小面积的弧形面与桩基22贴合。固定销64螺纹连接在活动套62上,且固定销64的端部与固定杆61抵紧。拧下固定销64,根据桩基22直径,调节活动套62的位置,调节过程中通过刻度线611判断活动套62的位置,直至弧形板63恰好与桩基22的周侧贴合;调节完成后将固定销64螺纹连接在活动套62上,并使固定销64与固定杆61抵接;同理完成两组定位装置6的调节,以此完成桩基22的固定。Referring to FIG. 1 , the bottoms of the opposite sides of the
本实施例的实施原理为:需要调整反力梁2的高度时,启动电机14可使立柱一11内的丝杆31转动;在立柱一11内的丝杆31转动时,由于锥齿轮一42与锥齿轮二43的啮合,可使转动杆41转动;立柱二12内的丝杆31端部的锥齿轮二43随着转动杆41转动,从而使两个丝杆31同步转动,进而在连接块33及条孔的限制下滑块32沿着丝杆31滑移,使反力梁2随之移动;以此实现可方便调节反力梁2高度,使施工更加方便。The implementation principle of this embodiment is as follows: when the height of the
本具体实施方式的实施例均为本实用新型的较佳实施例,并非依此限制本实用新型的保护范围,故:凡依本实用新型的结构、形状、原理所做的等效变化,均应涵盖于本实用新型的保护范围之内。The embodiments of this specific embodiment are all preferred embodiments of the present invention, and are not intended to limit the protection scope of the present invention, therefore: all equivalent changes made according to the structure, shape and principle of the present invention are It should be covered within the protection scope of the present invention.
Claims (8)
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