CN110004928A - A self-expanding anti-floating anchor - Google Patents
A self-expanding anti-floating anchor Download PDFInfo
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- CN110004928A CN110004928A CN201910354271.XA CN201910354271A CN110004928A CN 110004928 A CN110004928 A CN 110004928A CN 201910354271 A CN201910354271 A CN 201910354271A CN 110004928 A CN110004928 A CN 110004928A
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- 238000004873 anchoring Methods 0.000 claims abstract description 35
- 230000007246 mechanism Effects 0.000 claims abstract description 35
- 230000009471 action Effects 0.000 claims abstract description 9
- 210000000078 claw Anatomy 0.000 claims description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 238000003466 welding Methods 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 4
- 238000010276 construction Methods 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 7
- 239000002689 soil Substances 0.000 description 4
- 239000003673 groundwater Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 238000005422 blasting Methods 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/10—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure
- E02D31/12—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure against upward hydraulic pressure
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/80—Ground anchors
- E02D5/801—Ground anchors driven by screwing
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/80—Ground anchors
- E02D5/803—Ground anchors with pivotable anchoring members
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/30—Miscellaneous comprising anchoring details
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Piles And Underground Anchors (AREA)
Abstract
本发明公开一种自扩体抗浮锚杆,涉及建筑工程技术领域,所述的自扩体抗浮锚杆为承压型自扩体锚杆,包括主杆、扩体锚固机构和驱动件,扩体锚固机构设在主杆上,驱动件套在扩体锚固机构上,驱动件驱动扩体锚固机构沿径向张开以及沿主杆轴向移动从而进行扩孔动作。本发明通过驱动件驱动扩体锚固机构沿径向扩张以及沿主杆轴向移动以进行扩孔动作,从而拓宽深孔的孔径,扩孔定位准确,形状固定。本发明的自扩体抗浮锚杆结构简单、操作方便、抗浮效果好。
The invention discloses a self-expanding body anti-floating anchor rod, which relates to the technical field of construction engineering. The expansion anchoring mechanism is set on the main rod, the driving part is sleeved on the expansion anchoring mechanism, and the driving part drives the expansion anchoring mechanism to expand radially and move axially along the main rod to perform hole reaming action. The invention drives the expanding body anchoring mechanism to expand in the radial direction and move along the axial direction of the main rod to carry out the hole expanding action through the driving member, thereby widening the hole diameter of the deep hole, the hole expanding is accurate in positioning and the shape is fixed. The self-expanding body anti-floating anchor rod of the invention has the advantages of simple structure, convenient operation and good anti-floating effect.
Description
技术领域technical field
本发明涉及建筑工程技术领域,特别是涉及一种自扩体抗浮锚杆。The invention relates to the technical field of construction engineering, in particular to a self-expanding anti-floating anchor rod.
背景技术Background technique
随着国民经济的日益发展,城市建设大规模实施。为了充分开发利用地下空间,采用埋置地下结构作为车库等功能逐渐增多,随着高层及超高层建筑涌现,基础埋置越来越深。对于地下结构物建筑面积大、基础埋深较深,建筑层数却相对较少的情况,当地下水位较高时,建筑结构自重不足以抵抗地下水的上浮力。因此需要采用抗浮锚杆来抵抗地下水对建筑物带来的浮力。With the increasing development of the national economy, urban construction has been implemented on a large scale. In order to fully develop and utilize the underground space, the use of buried underground structures as garages and other functions is gradually increasing. With the emergence of high-rise and super-high-rise buildings, the foundation is buried deeper and deeper. For the case where the underground structure has a large building area, a deep foundation, and a relatively small number of building layers, when the groundwater level is high, the self-weight of the building structure is not enough to resist the buoyancy of the groundwater. Therefore, it is necessary to use anti-floating anchors to resist the buoyancy of groundwater on buildings.
为了提高抗浮锚杆的承载力,通常在锚固段扩大锚杆孔的体积,常用的高压水冲刷岩土或爆破方法形成的孔洞形状不规格或者使岩土本体的力学参数下降。研发新型锚具,提高锚具的安全防护及加固能力,以及减少施工材料和设备损耗,具有较高的经济性。In order to improve the bearing capacity of the anti-floating bolt, the volume of the bolt hole is usually enlarged in the anchoring section. The commonly used high-pressure water scours the rock and soil or the blasting method causes the hole shape to be irregular or the mechanical parameters of the rock and soil body to decrease. It is more economical to develop new anchorages, improve the safety protection and reinforcement capabilities of anchorages, and reduce the loss of construction materials and equipment.
发明内容SUMMARY OF THE INVENTION
本发明的目的在于提供一种自扩体抗浮锚杆,能在预挖好的基孔中径向张开以进行扩孔动作,扩孔定位准确、形状固定,其结构简单、操作方便、抗浮效果好。The purpose of the present invention is to provide a self-expanding body anti-floating anchor rod, which can be radially opened in the pre-digged foundation hole to carry out the reaming action, the reaming position is accurate, the shape is fixed, the structure is simple, the operation is convenient, Good anti-floating effect.
为实现上述目的,本发明采用了以下技术方案:To achieve the above object, the present invention has adopted the following technical solutions:
一种自扩体抗浮锚杆,所述的自扩体抗浮锚杆为承压型自扩体锚杆,包括主杆、扩体锚固机构和驱动件,扩体锚固机构设在主杆上,驱动件套在扩体锚固机构上,驱动件驱动扩体锚固机构沿径向张开以及沿主杆轴向移动从而进行扩孔动作。A self-expanding body anti-floating anchor rod, the self-expanding body anti-floating anchor rod is a pressure-bearing self-expanding body anchor rod, including a main rod, an expanding body anchoring mechanism and a driving part, and the expanding body anchoring mechanism is arranged on the main rod. The driving member is sleeved on the expanding anchoring mechanism, and the driving member drives the expanding anchoring mechanism to expand in the radial direction and move along the axial direction of the main rod to carry out the reaming action.
进一步的,所述的扩体锚固机构包括上螺母和下螺母,上螺母铰接若干上扩孔臂,下螺母铰接若干下扩孔臂,上扩孔臂和下扩孔臂一一对应铰接连接。Further, the expansion anchoring mechanism includes an upper nut and a lower nut, the upper nut is hinged with several upper reaming arms, the lower nut is hinged with several lower reaming arms, and the upper and lower reaming arms are hingedly connected one by one.
进一步的,所述的上螺母包括螺母本体和固设于螺母本体周面的若干铰接座,铰接座上设有铰接孔;所述的下螺母的形状与上螺母的形状相同。Further, the upper nut includes a nut body and a plurality of hinge seats fixed on the peripheral surface of the nut body, and the hinge seats are provided with hinge holes; the shape of the lower nut is the same as that of the upper nut.
进一步的,所述的驱动件包括套管和驱动部,套管抵接上螺母时,驱动部套在上螺母外,转动套管则驱动部推动铰接座,从而带动上螺母旋转。Further, the driving part includes a sleeve and a driving part. When the sleeve abuts the upper nut, the driving part is sleeved outside the upper nut. When the sleeve is rotated, the driving part pushes the hinge seat, thereby driving the upper nut to rotate.
进一步的,所述的驱动部为分布在套管外的爪夹,将爪夹套在上螺母外,爪夹的每个夹爪分别位于上螺母的相邻的两个铰接座之间。Further, the driving part is a claw clamp distributed outside the casing, the claw clamp is sleeved outside the upper nut, and each clamping claw of the claw clamp is respectively located between two adjacent hinge seats of the upper nut.
进一步的,所述的上扩孔臂和下扩孔臂两者的两端均设有插销孔,上扩孔臂与上螺母、下扩孔臂与下螺母、上扩孔臂与下扩孔臂之间均通过插销实现铰接连接。Further, both ends of the upper reaming arm and the lower reaming arm are provided with pin holes, the upper reaming arm and the upper nut, the lower reaming arm and the lower nut, the upper reaming arm and the lower reaming arm. The arms are hingedly connected by bolts.
进一步的,所述的上螺母和下螺母之间设有一弹簧,弹簧两端分别抵推上螺母和下螺母,使上扩孔臂和下扩孔臂向中间收拢,以减小自扩体抗浮锚杆的整体横截面,以便在扩孔前将自扩体抗浮锚杆顺利下放至指定位置。Further, a spring is arranged between the upper nut and the lower nut, and the two ends of the spring push the upper nut and the lower nut respectively, so that the upper and lower reaming arms are folded toward the middle, so as to reduce the self-expanding body resistance. The overall cross section of the floating anchor rod, so that the self-expanding anti-floating anchor rod can be smoothly lowered to the designated position before reaming.
进一步的,所述的自扩体抗浮锚杆还包括螺纹管,螺纹管与主杆下端固定连接,螺纹管外圆周面上设有与上螺母和下螺母的内螺纹相适配的外螺纹,扩体锚固机构在驱动件的作用下沿螺纹管上移或下移。Further, the self-expanding body anti-floating anchor rod also includes a threaded pipe, which is fixedly connected to the lower end of the main rod, and the outer circumferential surface of the threaded pipe is provided with an external thread that matches the internal thread of the upper nut and the lower nut. , the expansion anchoring mechanism moves up or down along the threaded pipe under the action of the driving member.
进一步的,所述的螺纹管上部为导向段,导向段的外表面为光滑的圆周面,导向段延伸至螺纹管顶端,螺纹管顶端设有便于扩体锚固机构从主杆顺利下滑至螺纹管导向段的倒角。Further, the upper part of the threaded pipe is a guide section, the outer surface of the guide section is a smooth circumferential surface, the guide section extends to the top of the threaded pipe, and the top of the threaded pipe is provided with an expanding anchoring mechanism to smoothly slide down from the main rod to the threaded pipe. The chamfer of the guide segment.
进一步的,所述的主杆为精轧螺纹钢,所述的自扩体抗浮锚杆底端设有承载板,承载板通过焊接与螺纹管和/或主杆固定连接。Further, the main rod is a finish-rolled threaded steel, the bottom end of the self-expanding anti-floating anchor rod is provided with a bearing plate, and the bearing plate is fixedly connected to the threaded pipe and/or the main rod by welding.
本发明通过驱动件驱动扩体锚固机构沿径向张开以及沿主杆轴向移动以进行扩孔动作,从而拓宽基孔的孔径。将驱动件端部始终露出地面,以便操作员能在地面方便地进行扩孔操作。本发明的自扩体抗浮锚杆结构简单、操作方便,扩孔定位准确、形状固定,抗浮效果好。The invention drives the expanding anchoring mechanism to expand radially and move along the axial direction of the main rod through the driving member to carry out the hole expanding action, thereby widening the diameter of the base hole. Keep the end of the driver above the ground so that the operator can easily carry out reaming operations on the ground. The self-expanding body anti-floating anchor rod of the invention has the advantages of simple structure, convenient operation, accurate reaming positioning, fixed shape and good anti-floating effect.
附图说明Description of drawings
图1是将自扩体抗浮锚杆放入基孔时的示意图;Fig. 1 is the schematic diagram when the self-expanding body anti-floating anchor is put into the base hole;
图2是自扩体抗浮锚杆在基孔中初步张开的示意图;Fig. 2 is the schematic diagram of the self-expanding anti-floating anchor rod initially opened in the foundation hole;
图3是自扩体抗浮锚杆扩孔示意图;Figure 3 is a schematic diagram of self-expanding anti-floating anchor rod reaming;
图4是扩孔完成后抽出驱动件的示意图;Fig. 4 is the schematic diagram of pulling out the driver after the hole reaming is completed;
图5是自扩体抗浮锚杆的分解示意图;Fig. 5 is the exploded schematic diagram of self-expanding anti-floating anchor rod;
图6是上螺母的示意图;Fig. 6 is the schematic diagram of upper nut;
图7是驱动件的示意图。FIG. 7 is a schematic diagram of a drive member.
具体实施方式Detailed ways
现结合附图和具体实施方式对本发明作进一步说明。The present invention will now be further described with reference to the accompanying drawings and specific embodiments.
请参阅图5至图7,本发明公开一种自扩体抗浮锚杆,该自扩体抗浮锚杆为承压型自扩体锚杆,包括主杆1、扩体锚固机构3和驱动件4,扩体锚固机构3设在主杆1上,驱动件4套在扩体锚固机构3上,驱动件4驱动扩体锚固机构3沿径向张开以及沿主杆1轴向移动从而进行扩孔动作。Please refer to FIG. 5 to FIG. 7 , the present invention discloses a self-expanding body anti-floating anchor rod, the self-expanding body anti-floating anchor rod is a pressure-bearing self-expanding body anchor rod, including a main rod 1, an expanding body anchoring mechanism 3 and The driving member 4, the expansion anchoring mechanism 3 is arranged on the main rod 1, the driving member 4 is sleeved on the expansion anchoring mechanism 3, and the driving member 4 drives the expansion anchoring mechanism 3 to expand radially and move axially along the main rod 1 Thereby, the hole reaming action is performed.
请参阅图5和图6,扩体锚固机构3包括上螺母31和下螺母32,上螺母31铰接若干上扩孔臂33,下螺母32铰接若干下扩孔臂34,上扩孔臂33和下扩孔臂34一一对应铰接连接。Please refer to FIG. 5 and FIG. 6 , the expansion anchoring mechanism 3 includes an upper nut 31 and a lower nut 32, the upper nut 31 is hinged to a number of upper reaming arms 33, the lower nut 32 is hinged to a number of lower reaming arms 34, the upper reaming arms 33 and The lower reaming arms 34 are hingedly connected in one-to-one correspondence.
请参阅图6,优选地,下螺母32的形状与上螺母31的形状相同。上螺母31包括螺母本体和固设于螺母本体周面的若干铰接座,铰接座和螺母本体一体成型。在本实施例中,铰接座的数量优选为3个,各铰接座沿螺母本体周向均匀分布。铰接座包括两块平行相对的座板311,每个座板311均设有上下两个铰接孔,两个上铰接孔312同轴,两个下铰接孔313同轴。Referring to FIG. 6 , preferably, the shape of the lower nut 32 is the same as that of the upper nut 31 . The upper nut 31 includes a nut body and a plurality of hinge seats fixed on the peripheral surface of the nut body, and the hinge seats and the nut body are integrally formed. In this embodiment, the number of hinge seats is preferably three, and each hinge seat is evenly distributed along the circumference of the nut body. The hinge seat includes two parallel opposite seat plates 311 , each seat plate 311 is provided with two upper and lower hinge holes, the two upper hinge holes 312 are coaxial, and the two lower hinge holes 313 are coaxial.
如图5所示,上扩孔臂33和下扩孔臂34的数量均为3个。上扩孔臂33和下扩孔臂34的两端均设有插销孔,上扩孔臂33与上螺母31、下扩孔臂34与下螺母32、上扩孔臂33和下扩孔臂34均通过插销实现铰接连接。具体来说,上扩孔臂33通过插销实现与上螺母31的铰接座的下铰接孔313连接,下扩孔臂34通过插销实现与下螺母32的铰接座的上铰接孔312连接。As shown in FIG. 5 , each of the upper reaming arms 33 and the lower reaming arms 34 is three in number. Both ends of the upper reaming arm 33 and the lower reaming arm 34 are provided with pin holes, the upper reaming arm 33 and the upper nut 31, the lower reaming arm 34 and the lower nut 32, the upper reaming arm 33 and the lower reaming arm 34 are all hingedly connected by latches. Specifically, the upper reaming arm 33 is connected to the lower hinge hole 313 of the hinge seat of the upper nut 31 through a bolt, and the lower reaming arm 34 is connected to the upper hinge hole 312 of the hinge seat of the lower nut 32 through a bolt.
如图7所示,驱动件4包括套管41和驱动部42,驱动部42为分布在套管41外的爪夹。本实施例中的爪夹优选为为三爪夹,套管41抵接上螺母31时,三爪夹套在上螺母31外,三爪夹的每个夹爪分别位于上螺母31的相邻的两个铰接座之间。转动套管41,则三夹爪推动铰接座,从而带动上螺母31旋转,亦即带动整个扩体锚固机构3旋转。可以理解的是,驱动部42的夹爪数量可以根据实际需要进行调整,只要能推动扩体锚固机构3旋转即可,优选为沿扩体锚固机构周向均匀分布。As shown in FIG. 7 , the driving member 4 includes a sleeve 41 and a driving part 42 , and the driving part 42 is a claw clamp distributed outside the sleeve 41 . The claw clamp in this embodiment is preferably a three-claw clamp. When the sleeve 41 abuts the upper nut 31 , the three-claw clamp is sleeved outside the upper nut 31 , and each claw of the three-claw clamp is located adjacent to the upper nut 31 respectively. between the two hinged seats. When the sleeve 41 is rotated, the three clamping jaws push the hinge seat, thereby driving the upper nut 31 to rotate, that is, driving the entire body expansion anchoring mechanism 3 to rotate. It can be understood that the number of jaws of the driving part 42 can be adjusted according to actual needs, as long as the expanding anchoring mechanism 3 can be pushed to rotate, preferably evenly distributed along the circumferential direction of the expanding anchoring mechanism.
在本实施例中,自扩体抗浮锚杆还包括螺纹管2,螺纹管2与主杆1下端固定连接,螺纹管2外圆周面上设有与上螺母31和下螺母32的内螺纹相适配的外螺纹,扩体锚固机构在驱动件4的作用下沿螺纹管2上移或下移。In this embodiment, the self-expanding anti-floating anchor rod further includes a threaded pipe 2, which is fixedly connected to the lower end of the main rod 1, and the outer circumferential surface of the threaded pipe 2 is provided with an inner thread with the upper nut 31 and the lower nut 32 With the corresponding external thread, the expanding anchoring mechanism moves up or down along the threaded pipe 2 under the action of the driving member 4 .
如图5所示,在本实施例中,自扩体抗浮锚杆底端设有承载板5,承载板5通过焊接与螺纹管2和/或主杆1固定连接。在本实施例中,优选的,主杆1为精轧螺纹钢,螺纹管2上端设有与精轧螺纹钢相适配的内螺纹孔,螺纹管2通过螺纹与精轧螺纹钢固定连接,螺纹管2下端与承载板5焊接固定。在其他实施例中,也可以将螺纹管2设置成中空的螺纹管,主杆1下端穿过螺纹管2并固定连接承载板5,承载板5同时与螺纹管2底端面焊接固定。可以理解的是,在其他实施例中,可以将主杆和螺纹管设置成一体成型的结构,或者通过在主杆上设置螺纹以代替本实施例的螺纹管。As shown in FIG. 5 , in this embodiment, a bearing plate 5 is provided at the bottom end of the self-expanding anti-floating anchor rod, and the bearing plate 5 is fixedly connected to the threaded pipe 2 and/or the main rod 1 by welding. In this embodiment, preferably, the main rod 1 is a finish-rolled threaded steel, the upper end of the threaded pipe 2 is provided with an internal threaded hole adapted to the finish-rolled threaded steel, and the threaded pipe 2 is fixedly connected to the finish-rolled threaded steel through threads. The lower end of the threaded pipe 2 is welded and fixed to the bearing plate 5 . In other embodiments, the threaded pipe 2 can also be set as a hollow threaded pipe, the lower end of the main rod 1 passes through the threaded pipe 2 and is fixedly connected to the bearing plate 5 , and the bearing plate 5 is welded and fixed to the bottom end surface of the threaded pipe 2 at the same time. It can be understood that, in other embodiments, the main rod and the threaded pipe may be provided as an integrally formed structure, or the main rod may be provided with threads instead of the threaded pipe in this embodiment.
在本实施例中,螺纹管2上部设有供上螺母31上下移动的导向段21,导向段21的外表面为光滑的圆周面,导向段21延伸至螺纹管2顶端,螺纹管2顶端设有便于上螺母31从主杆1顺利下滑至螺纹管2导向段21的倒角。In this embodiment, the upper part of the threaded pipe 2 is provided with a guide section 21 for the upper nut 31 to move up and down. The outer surface of the guide section 21 is a smooth circumferential surface, and the guide section 21 extends to the top of the threaded pipe 2. There is a chamfer for the upper nut 31 to slide smoothly from the main rod 1 to the guide section 21 of the threaded pipe 2 .
如图3和图5所示,在本实施例中,上螺母31和下螺母32之间设有一弹簧6,弹簧6两端分别抵推上螺母31和下螺母32,从而使上扩孔臂33和下扩孔臂34向中间收拢,以减小自扩体抗浮锚杆的整体横截面,以便在扩孔前将自扩体抗浮锚杆顺利下放至指定位置,即方便将其放入挖好的深孔中。As shown in FIG. 3 and FIG. 5 , in this embodiment, a spring 6 is provided between the upper nut 31 and the lower nut 32, and the two ends of the spring 6 push the upper nut 31 and the lower nut 32 respectively, so that the upper reamer arm 33 and the lower reaming arm 34 are folded toward the middle to reduce the overall cross-section of the self-expanding anti-floating anchor rod, so that the self-expanding anti-floating anchor rod can be smoothly lowered to the designated position before reaming, that is, it is convenient to place it. into the deep hole dug.
本发明按照如下方式工作:The present invention works as follows:
(1)如图1所示,将扩体锚固机构3放入预钻好的深孔中,将驱动件4的三爪夹套在上螺母31的外侧,驱动件4的底端与上螺母31抵接,驱动件4的上端露在地面上。(1) As shown in FIG. 1, put the expansion anchoring mechanism 3 into the pre-drilled deep hole, and set the three-jaw clamp of the driver 4 on the outside of the upper nut 31, and the bottom end of the driver 4 is connected to the upper nut. 31 abuts, and the upper end of the driving member 4 is exposed on the ground.
(2)如图2所示,操作人员在地面上将驱动件4竖直向下压,弹簧6受压缩,上扩孔臂33和下扩孔臂34张开一定角度。扩体锚固机构3下方留有空间,泥土将掉落至扩体锚固机构3下方的孔中。(2) As shown in FIG. 2 , the operator presses the driving member 4 vertically downward on the ground, the spring 6 is compressed, and the upper reaming arm 33 and the lower reaming arm 34 are opened to a certain angle. There is space below the expansion anchoring mechanism 3 , and the soil will fall into the hole below the expansion anchoring mechanism 3 .
(3)如图3所示,将精轧螺纹钢固定,转动驱动件4,驱动件4带动整个扩体锚固机构3顺着螺纹管2向下移动,直至上螺母31也旋入到螺纹管2的螺纹上。此时已固定扩体角度,再旋转驱动件4,可以使扩体锚固机构3做上下扩孔运动。(3) As shown in Fig. 3, fix the finishing threaded steel, rotate the driving member 4, and the driving member 4 drives the entire body expansion anchoring mechanism 3 to move down along the threaded pipe 2 until the upper nut 31 is also screwed into the threaded pipe 2 on the thread. At this time, the expansion angle has been fixed, and then the driving member 4 is rotated, so that the expansion anchoring mechanism 3 can perform the up-and-down reaming movement.
(4)如图4所示,扩孔完成后,拔出驱动件4,保养后锁固,然后进行注浆。(4) As shown in Fig. 4, after the reaming is completed, pull out the driver 4, lock it after maintenance, and then perform grouting.
需要注意的是,上扩孔臂33与螺纹管2的夹角呈45°时,扩孔效果最好,此时的下扩孔臂34翻转至水平位置。如果泥土过硬,扩体锚固机构3不能完全张开,扩体锚固机构3将会呈鼓型。It should be noted that when the angle between the upper reaming arm 33 and the threaded pipe 2 is 45°, the reaming effect is the best, and the lower reaming arm 34 is turned to a horizontal position at this time. If the soil is too hard, the expansion anchoring mechanism 3 cannot be fully opened, and the expansion anchoring mechanism 3 will be in a drum shape.
以上所记载,仅为利用本创作技术内容的实施例,任何熟悉本项技艺者运用本创作所做的修饰、变化,皆属本创作主张的专利范围,而不限于实施例所揭示者。The above records are only examples of utilizing the technical content of this creation, and any modifications and changes made by those skilled in the art using this creation are all within the scope of the patent claimed in this creation, and are not limited to those disclosed in the embodiments.
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CN111335325A (en) * | 2020-03-05 | 2020-06-26 | 信息产业部电子综合勘察研究院 | Deep foundation pit supporting structure |
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CN112523209A (en) * | 2020-11-25 | 2021-03-19 | 中国建筑第五工程局有限公司 | Anchoring connector for anchor rod |
CN113417285A (en) * | 2021-08-05 | 2021-09-21 | 宝业湖北建工集团有限公司 | Local reaming is from anchor type soil nail for excavation supporting |
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CN114182741A (en) * | 2021-11-16 | 2022-03-15 | 山东省高速养护集团有限公司 | Method for reinforcing roadbed slope by tension-compression composite type enlarged footing anchor rod |
CN114396044A (en) * | 2022-01-27 | 2022-04-26 | 赵津梁 | A kind of variable diameter expanding body anchor rod bearing body and anchor rod |
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Application publication date: 20190712 |