CN116335126A - Prestressing force transfer device for anti-floating anchor - Google Patents

Prestressing force transfer device for anti-floating anchor Download PDF

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CN116335126A
CN116335126A CN202310351033.XA CN202310351033A CN116335126A CN 116335126 A CN116335126 A CN 116335126A CN 202310351033 A CN202310351033 A CN 202310351033A CN 116335126 A CN116335126 A CN 116335126A
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connecting cylinder
anchor rod
upper connecting
prestressing force
force transfer
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CN116335126B (en
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蓝计全
陈建
杨文彬
林兵
胡胜秋
肖小强
赵华英
徐良飞
许植全
梁思龙
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China Construction Eighth Bureau South China Co Ltd
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China Construction Eighth Bureau South China Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/10Protective 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
    • E02D31/12Protective 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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  • 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)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The invention relates to a prestress transmission device for an anti-floating anchor rod, which comprises a lower connecting cylinder, an upper connecting cylinder, a top plate and a rotating member, wherein the upper connecting cylinder is sleeved in the lower connecting cylinder, N bolts which are arranged according to an annular array and used for locking the upper connecting cylinder are screwed on the cylinder wall of the lower connecting cylinder, the tail ends of the bolts are abutted with the outer side surface of the upper connecting cylinder, the top plate is arranged at the top of the upper connecting cylinder, the rotating member is rotatably arranged in the top plate and the upper connecting cylinder, four anchor rod perforation holes for installing the anti-floating anchor rod are formed in the rotating member, and an anchor rod locking mechanism for locking the anti-floating anchor rod is arranged on the rotating member. The beneficial effects are that: the prestress transmission device is convenient to install, convenient to adjust and replace the anti-floating anchor rod and good in stability of fixing the anti-floating anchor rod.

Description

一种抗浮锚杆用预应力传递装置A prestress transmission device for anti-floating anchor

技术领域technical field

本发明涉及建筑工程领域,尤其涉及一种抗浮锚杆用预应力传递装置。The invention relates to the field of construction engineering, in particular to a prestress transmission device for an anti-floating anchor rod.

背景技术Background technique

当建筑物地下室的自重及覆土不能抵消地下水产生的浮力时,通过设置垂直抗浮锚杆,可以消除地下水浮力产生的不利影响,保证地下室的稳定和安全,抗浮锚杆受拉构件,一端锚固在建筑物底板,另一端锚固在地基的持力层中,受力过程首先是通过锚固体钢筋与注浆体之间的作用将上拔力传至注浆体上,而后通过注浆体与周边土层之间的摩擦力将注浆体所受到的力传至周围稳定土体中去,从而形成具有一定抗拔能力的抗浮锚杆,起到抗浮锚杆的抗浮作用,采用抗浮锚杆除了平衡地下水浮力作用外,还可起到加固地基的作用,从而减小地基变形及不均匀沉降。但是目前对于抗浮锚杆施工中,其预应力传递装置的稳定性较差,在抗浮锚杆出现不合适情况时,替换不够方便,因而影响室内底板整体施工便捷性。When the self-weight and covering soil of the basement of the building cannot offset the buoyancy generated by the groundwater, the adverse effects caused by the buoyancy of the groundwater can be eliminated by setting a vertical anti-floating anchor rod to ensure the stability and safety of the basement. On the bottom plate of the building, the other end is anchored in the bearing layer of the foundation. The force-bearing process is firstly to transmit the uplift force to the grouting body through the action between the anchorage steel bar and the grouting body, and then through the grouting body and the grouting body. The friction force between the surrounding soil layers transmits the force on the grouting body to the surrounding stable soil, thereby forming an anti-floating anchor with a certain pull-out resistance, which plays the anti-floating effect of the anti-floating anchor. In addition to balancing the buoyancy of groundwater, the anti-floating anchor can also play a role in strengthening the foundation, thereby reducing foundation deformation and uneven settlement. However, in the current construction of anti-floating anchors, the stability of the prestress transmission device is poor. When the anti-floating anchors are inappropriate, the replacement is not convenient enough, thus affecting the overall construction convenience of the indoor floor.

发明内容Contents of the invention

本发明的目的在于克服现有技术存在的预应力传递装置的稳定性较差,在抗浮锚杆出现不合适情况时,替换不够方便,因而影响室内底板整体施工便捷性的情况,提供一种抗浮锚杆用预应力传递装置。The purpose of the present invention is to overcome the poor stability of the prestress transmission device existing in the prior art, and when the anti-floating anchor rod is inappropriate, the replacement is not convenient enough, thus affecting the convenience of the overall construction of the indoor floor, and to provide a Prestress transfer device for anti-floating anchor rod.

为实现上述技术目的,达到上述技术效果,本发明通过以下技术方案实现:In order to achieve the above-mentioned technical purpose and achieve the above-mentioned technical effect, the present invention is realized through the following technical solutions:

一种抗浮锚杆用预应力传递装置,包括圆管形的下连接筒、圆管形的上连接筒、外方内圆的顶板、圆形的旋转构件,所述上连接筒套在下连接筒中,所述下连接筒的筒壁上螺接有N颗按照环形阵列排布的用于锁紧上连接筒的螺栓,所述螺栓的尾端与上连接筒的外侧面抵接,所述顶板安装在上连接筒的顶部,所述旋转构件转动安装在顶板和上连接筒中,所述旋转构件中设有四个用于安装抗浮锚杆的锚杆穿孔,所述旋转构件上安装有用于锁紧抗浮锚杆的锚杆锁紧机构。A prestress transmission device for an anti-floating anchor rod, comprising a circular tube-shaped lower connecting cylinder, a circular tube-shaped upper connecting cylinder, a top plate with an outer square and an inner circle, and a circular rotating member. In the barrel, N bolts arranged in a circular array for locking the upper connecting barrel are screwed on the barrel wall of the lower connecting barrel, and the tail ends of the bolts abut against the outer surface of the upper connecting barrel, and the The top plate is installed on the top of the upper connecting cylinder, and the rotating member is rotatably installed in the top plate and the upper connecting cylinder. There are four anchor rod perforations for installing anti-floating anchor rods in the rotating member. Anchor locking mechanism for locking anti-floating anchors.

进一步的,所述上连接筒的筒壁上钻有N列螺孔队列,每列所述螺孔队列包括多颗均匀分布在同一直线上的第一螺孔,每颗所述螺栓的尾部能够与任意一列螺孔队列中的任意一个第一螺孔相螺合。Further, the cylinder wall of the upper connecting cylinder is drilled with N rows of screw hole rows, and each row of screw hole rows includes a plurality of first screw holes evenly distributed on the same straight line, and the tail of each bolt can be It is screwed with any first screw hole in any row of screw hole queues.

其中,所述上连接筒的顶部外侧设有外螺纹,所述顶板的底部中心设有第二螺孔,所述第二螺孔与外螺纹相螺合使顶板螺接在上连接筒顶部。Wherein, the outer top of the upper connecting cylinder is provided with an external thread, and the bottom center of the top plate is provided with a second screw hole, and the second screw hole and the external thread are screwed together so that the top plate is screwed to the top of the upper connecting cylinder.

其中,所述旋转机构包括圆环形的旋转环体、四个C型块、四根支撑管、一根安装管,所述旋转环体、C型块、支撑管和安装管一体制成,所述C型块与旋转环体的内侧连接,所述C型块与旋转环体之间形成圆形的锚杆穿孔,所述支撑管的一端与C型块连接,所述支撑管的另一端与安装管底部及相邻的支撑管连接,所述旋转环体与安装管同轴,四个所述C型块和四根支撑管均以安装管为中心按照环形阵列排布,并且所述支撑管与锚杆穿孔和安装管相连通;四根所述支撑管的交界处设有与安装管同轴的进出孔。Wherein, the rotating mechanism includes a circular rotating ring body, four C-shaped blocks, four support pipes, and one installation pipe, and the rotating ring body, C-shaped blocks, support pipes and installation pipes are integrally made, The C-shaped block is connected to the inner side of the rotating ring body, and a circular anchor rod perforation is formed between the C-shaped block and the rotating ring body. One end of the support tube is connected to the C-shaped block, and the other end of the support tube One end is connected to the bottom of the installation pipe and the adjacent support pipe, the rotating ring is coaxial with the installation pipe, the four C-shaped blocks and the four support pipes are arranged in a circular array with the installation pipe as the center, and the The support pipe is connected with the anchor rod perforation and the installation pipe; the junction of the four support pipes is provided with an inlet and outlet hole coaxial with the installation pipe.

其中,所述锚杆锁紧机构包括四个圆柱体的压块、一个外齿轮,所述压块套在支撑管中,所述外齿轮的顶端固接有外螺纹柱,所述安装管的顶部设有第三螺孔,所述外螺纹柱自下向上穿过进出孔后与第三螺孔相螺合,所述外齿轮自下向上穿过进出孔进入安装管和支撑管中;每个所述压块朝向安装管的一端固接一根齿条,所述外齿轮同时与四根齿条相啮合。Wherein, the anchor rod locking mechanism includes four cylindrical pressure blocks and an external gear, the pressure block is sleeved in the support tube, the top end of the external gear is fixedly connected with an external thread column, and the top of the installation tube There is a third screw hole on the top, the external thread column is screwed with the third screw hole after passing through the access hole from bottom to top, and the external gear passes through the access hole from bottom to top and enters the installation pipe and the support pipe; A rack is fixedly connected to one end of each of the pressing blocks facing the installation pipe, and the external gear is meshed with four racks at the same time.

其中,位于同一直线上的两个所述压块上的齿条处于同一水平面上,并且位于同一直线上的两个所述压块上的齿条以外齿轮为中心呈中心对称排布。Wherein, the racks on the two pressing blocks on the same straight line are on the same horizontal plane, and the racks on the two pressing blocks on the same straight line are symmetrically arranged centered on the outer gear.

其中,所述旋转环体的外侧中部设有一圈凸环,所述上连接筒的顶部内侧设有一圈容纳槽,所述顶板的顶部中心设有一圈水平向内突出的限位凸缘,所述凸环转动安装在限位凸缘与容纳槽之间。Wherein, a ring of protruding rings is provided in the middle of the outer side of the rotating ring body, a ring of receiving grooves is provided on the inner side of the top of the upper connecting cylinder, and a ring of limiting flanges protruding horizontally inward is provided at the center of the top of the top plate. The protruding ring is rotatably installed between the limiting flange and the receiving groove.

本发明的有益效果是:本发明得益于上连接筒、下连接筒的分体式设计,在运输时可有效节约空间占用,节约建筑工地的运输成本,在使用时展开即可;由于旋转构件与顶板、上连接筒为转动连接,将抗浮锚杆与安装管对应安装后,抗浮锚杆能够在混凝土浇筑前进行旋转,转动至需要位置后进行混凝土浇筑;在抗浮锚杆安装时,能够通过锚杆锁紧机构对抗浮锚杆进行限位固定,保证抗浮锚杆在浇筑时不会发生升降晃动,提升浇筑时的稳定性,抗浮锚杆不会影响位移;本发明的预应力传递装置安装方便、便于调整和替换抗浮锚杆、对抗浮锚杆固定的稳定性好。The beneficial effects of the present invention are: the present invention benefits from the split design of the upper connecting cylinder and the lower connecting cylinder, which can effectively save space occupation during transportation, save the transportation cost of the construction site, and only need to be unfolded during use; It is connected with the top plate and the upper connecting cylinder by rotation. After the anti-floating anchor rod and the installation pipe are installed correspondingly, the anti-floating anchor rod can be rotated before concrete pouring, and the concrete pouring can be performed after rotating to the required position; when the anti-floating anchor rod is installed , the anti-floating anchor rod can be limited and fixed by the anchor rod locking mechanism, so as to ensure that the anti-floating anchor rod will not rise and fall during pouring, improve the stability during pouring, and the anti-floating anchor rod will not affect the displacement; the present invention The prestress transfer device is easy to install, easy to adjust and replace the anti-floating anchor rod, and has good stability in fixing the anti-floating anchor rod.

附图说明Description of drawings

此处所说明的附图用来提供对本发明的进一步理解,构成本申请的一部分,本发明的示意性实施例及其说明用于解释本发明,并不构成对本发明的不当限定。在附图中:The accompanying drawings described here are used to provide a further understanding of the present invention and constitute a part of the application. The schematic embodiments of the present invention and their descriptions are used to explain the present invention and do not constitute improper limitations to the present invention. In the attached picture:

图1是本发明中预应力传递装置展开状态的结构示意图;Fig. 1 is the structural schematic diagram of the unfolded state of the prestress transmission device among the present invention;

图2是本发明中预应力传递装置收纳状态的结构示意图;Fig. 2 is a schematic structural view of the stored state of the prestress transmission device in the present invention;

图3是本发明中上连接筒的结构示意图;Fig. 3 is a schematic structural view of the upper connecting cylinder in the present invention;

图4是本发明中顶板的结构示意图;Fig. 4 is the structural representation of top plate among the present invention;

图5是本发明中锚杆锁紧机构安装在旋转机构中的结构示意图;Fig. 5 is a structural schematic diagram of the anchor rod locking mechanism installed in the rotating mechanism in the present invention;

图6是本发明中旋转机构第一视角的结构示意图;Fig. 6 is a structural schematic view of the first viewing angle of the rotating mechanism in the present invention;

图7是本发明中旋转机构第二视角的结构示意图;Fig. 7 is a structural schematic diagram of the second viewing angle of the rotation mechanism in the present invention;

图8是本发明中锚杆锁紧机构的结构示意图;Fig. 8 is a structural schematic diagram of the anchor rod locking mechanism in the present invention;

图中标号说明:下连接筒1、镂空孔11、上连接筒2、第一螺孔21、镂空孔22、外螺纹23、容纳槽24、顶板3、第二螺孔31、限位凸缘32、旋转构件4、旋转环体41、C型块42、支撑管43、安装管44、锚杆穿孔45、进出孔46、凸环47、第三螺孔48、锚杆锁紧机构5、压块51、外齿轮52、外螺纹柱53、六角头54、齿条55、弧形凹槽56、螺栓6。Explanation of symbols in the figure: lower connecting cylinder 1, hollow hole 11, upper connecting cylinder 2, first screw hole 21, hollow hole 22, external thread 23, receiving groove 24, top plate 3, second screw hole 31, limit flange 32. Rotating member 4, rotating ring body 41, C-shaped block 42, support pipe 43, installation pipe 44, anchor rod perforation 45, access hole 46, protruding ring 47, third screw hole 48, anchor rod locking mechanism 5, Press block 51, external gear 52, external thread column 53, hexagonal head 54, rack 55, arc groove 56, bolt 6.

具体实施方式Detailed ways

下面将参考附图并结合实施例,来详细说明本发明。The present invention will be described in detail below with reference to the accompanying drawings and in combination with embodiments.

如图1至图8所示,一种抗浮锚杆用预应力传递装置,包括圆管形的下连接筒1、圆管形的上连接筒2、外方内圆的顶板3、圆形的旋转构件4,旋转构件4中设有四个用于安装抗浮锚杆的锚杆穿孔,旋转构件4上安装有用于锁紧抗浮锚杆的锚杆锁紧机构5。As shown in Figures 1 to 8, a prestress transmission device for anti-floating anchor rods includes a circular tube-shaped lower connecting cylinder 1, a circular tube-shaped upper connecting cylinder 2, a top plate 3 with an outer square and an inner circle, a circular The rotating member 4 is provided with four anchor rod perforations for installing anti-floating anchor rods in the rotating member 4, and the anchor rod locking mechanism 5 for locking the anti-floating anchor rod is installed on the rotating member 4.

上连接筒2套在下连接筒1中,下连接筒1的筒壁上螺接有四颗按照环形阵列排布的用于锁紧上连接筒2的螺栓6,螺栓6的尾端与上连接筒2的外侧面抵接。The upper connecting cylinder 2 is set in the lower connecting cylinder 1, and the wall of the lower connecting cylinder 1 is screwed with four bolts 6 arranged in a circular array for locking the upper connecting cylinder 2, and the tail ends of the bolts 6 are connected to the upper connecting cylinder. The outer surface of the cylinder 2 abuts.

为了提高上连接筒2与下连接筒1连接的稳定性,上连接筒2的筒壁上钻有四列螺孔队列,每列螺孔队列包括多颗均匀分布在同一直线上的第一螺孔21,每颗螺栓6的尾部能够与任意一列螺孔队列中的任意一个第一螺孔21相螺合。In order to improve the stability of the connection between the upper connecting cylinder 2 and the lower connecting cylinder 1, four rows of screw holes are drilled on the wall of the upper connecting cylinder 2, and each row of screw hole rows includes a plurality of first screw holes evenly distributed on the same straight line. Holes 21, the tail of each bolt 6 can be screwed with any first screw hole 21 in any row of screw hole queues.

下连接筒1的筒壁上设有四个镂空孔11,上连接筒2的筒壁上设有四个镂空孔22,以便于浇筑时混凝土通过镂空孔(11、22)进入锚杆浇筑孔中。The wall of the lower connecting cylinder 1 is provided with four hollow holes 11, and the wall of the upper connecting cylinder 2 is provided with four hollow holes 22, so that concrete enters the anchor rod pouring hole through the hollow holes (11, 22) during pouring. middle.

顶板3安装在上连接筒2的顶部,具体的,上连接筒2的顶部外侧设有外螺纹23,顶板3的底部中心设有第二螺孔31,第二螺孔31与外螺纹23相螺合使顶板3螺接在上连接筒2顶部。The top plate 3 is installed on the top of the upper connecting cylinder 2. Specifically, the outer top of the upper connecting cylinder 2 is provided with an external thread 23, and the center of the bottom of the top plate 3 is provided with a second screw hole 31. The second screw hole 31 is in line with the external thread 23. The screwing makes the top plate 3 screwed on the top of the upper connecting cylinder 2 .

旋转机构4包括圆环形的旋转环体41、四个C型块42、四根支撑管43、一根安装管44,旋转环体41、C型块42、支撑管43和安装管44一体制成,C型块42与旋转环体41的内侧连接,C型块42与旋转环体41之间形成圆形的锚杆穿孔45,支撑管43的一端与C型块42连接,支撑管43的另一端与安装管44底部及相邻的支撑管43连接,旋转环体41与安装管44同轴,四个C型块42和四根支撑管43均以安装管44为中心按照环形阵列排布,并且支撑管43与锚杆穿孔45和安装管44相连通;四根支撑管43的交界处设有与安装管44同轴的进出孔46。The rotating mechanism 4 includes a circular rotating ring body 41, four C-shaped blocks 42, four support pipes 43, and a mounting pipe 44. The rotating ring body 41, C-shaped blocks 42, supporting pipes 43 and mounting pipes 44 are integrated The C-shaped block 42 is connected to the inner side of the rotating ring body 41, and a circular anchor rod perforation 45 is formed between the C-shaped block 42 and the rotating ring body 41. One end of the support tube 43 is connected to the C-shaped block 42, and the support tube The other end of 43 is connected with the bottom of the installation pipe 44 and the adjacent support pipe 43, the rotating ring body 41 is coaxial with the installation pipe 44, and the four C-shaped blocks 42 and the four support pipes 43 are all centered on the installation pipe 44 according to the ring shape. Arranged in an array, and the support pipes 43 communicate with the anchor rod through holes 45 and the installation pipe 44; the junction of the four support pipes 43 is provided with an inlet and outlet hole 46 coaxial with the installation pipe 44.

旋转构件4转动安装在顶板3和上连接筒2中,具体的,旋转环体41的外侧中部设有一圈凸环47,上连接筒2的顶部内侧设有一圈容纳槽24,顶板3的顶部中心设有一圈水平向内突出的限位凸缘32,凸环47转动安装在限位凸缘32与容纳槽24之间。The rotating member 4 is rotatably installed in the top plate 3 and the upper connecting cylinder 2. Specifically, a ring of protruding rings 47 is provided on the outer middle of the rotating ring body 41, and a circle of receiving grooves 24 is provided on the inner side of the top of the upper connecting cylinder 2. The top of the top plate 3 In the center there is a circle of limiting flanges 32 protruding horizontally inwards, and the protruding ring 47 is rotatably installed between the limiting flanges 32 and the receiving groove 24 .

锚杆锁紧机构5包括四个圆柱体的压块51、一个外齿轮52,压块51套在支撑管43中,外齿轮52的顶端固接有外螺纹柱53,外螺纹柱53的顶端设有用于拧动外螺纹柱53的六角头54,安装管44的顶部设有第三螺孔48,外螺纹柱53自下向上穿过进出孔46后与第三螺孔48相螺合,外齿轮52自下向上穿过进出孔46进入安装管44和支撑管43中。The bolt locking mechanism 5 comprises four cylindrical briquetting blocks 51 and an external gear 52, the briquetting block 51 is sleeved in the support tube 43, the top of the external gear 52 is fixedly connected with an externally threaded column 53, and the top of the externally threaded column 53 There is a hexagonal head 54 for screwing the externally threaded column 53, the top of the installation pipe 44 is provided with a third screw hole 48, and the externally threaded column 53 passes through the access hole 46 from bottom to top and is screwed with the third screw hole 48, The external gear 52 enters the installation tube 44 and the support tube 43 through the access hole 46 from bottom to top.

每个压块51朝向安装管44的一端固接一根齿条55,外齿轮52同时与四根齿条55相啮合;位于同一直线上的两个压块51上的齿条55处于同一水平面上,并且位于同一直线上的两个压块51上的齿条55以外齿轮52为中心呈中心对称排布。Each briquetting block 51 is affixed to one end of the mounting pipe 44 with a toothed rack 55, and the external gear 52 meshes with four toothed racks 55 at the same time; the racks 55 on the two briquetting blocks 51 on the same straight line are at the same level , and the racks 55 on the two pressure blocks 51 located on the same straight line are symmetrically arranged with the outer gear 52 as the center.

压块51朝向锚杆穿孔45的一端设有弧形凹槽56,弧形凹槽56的表面设置有网格形的防滑纹。The end of the pressure block 51 facing the anchor rod through hole 45 is provided with an arc-shaped groove 56 , and the surface of the arc-shaped groove 56 is provided with grid-shaped anti-skid lines.

在储存和运输时,将上连接筒套在下连接筒中,并使上连接筒底端与下连接筒底端对齐,可有效节约储运空间,节约建筑工地的运输成本。利用螺丝的尾端与上连接筒的外侧抵接,将上连接筒锁紧在下连接筒中,避免在运输途中上连接筒与下连接筒分离。During storage and transportation, the upper connecting cylinder is placed in the lower connecting cylinder, and the bottom end of the upper connecting cylinder is aligned with the bottom end of the lower connecting cylinder, which can effectively save the storage and transportation space and save the transportation cost on the construction site. The tail end of the screw abuts against the outside of the upper connecting cylinder to lock the upper connecting cylinder in the lower connecting cylinder, so as to prevent the upper connecting cylinder from being separated from the lower connecting cylinder during transportation.

在使用时,根据地面的安装需求,将上连接筒、下连接筒拉伸至需要长度后,转动螺栓,使其螺栓尾部与对应位置的第一螺孔螺合,随后将该预应力传递装置整体安装在地中,使顶板与地面平齐,上连接筒和下连接筒伸入地下,随后将抗浮锚杆插入锚杆穿孔中,抗浮锚杆穿过锚杆穿孔进入上连接筒、下连接筒中,将抗浮锚杆与安装管对应安装后,即可根据抗浮锚杆的安装位置需要进行及时调整,由于旋转构件与顶板、上连接筒之间为转动连接,所以抗浮锚杆和旋转构件可以在混凝土浇筑前进行旋转,转动至需要位置后即可进行混凝土浇筑。When in use, according to the installation requirements on the ground, after stretching the upper connecting cylinder and the lower connecting cylinder to the required length, turn the bolt so that the bolt tail is screwed into the first screw hole at the corresponding position, and then the prestress transmission device Installed in the ground as a whole, so that the top plate is flush with the ground, the upper connecting cylinder and the lower connecting cylinder extend into the ground, and then the anti-floating anchor is inserted into the anchor hole, and the anti-floating anchor passes through the anchor hole and enters the upper connecting cylinder, In the lower connecting tube, after the anti-floating anchor rod and the installation pipe are installed correspondingly, it can be adjusted in time according to the installation position of the anti-floating anchor rod. Since the rotating member, the top plate and the upper connecting tube are connected by rotation, the anti-floating anchor The rod and rotating member can be rotated before concrete pouring, and the concrete pouring can be carried out after turning to the desired position.

另外,在抗浮锚杆安装时,通过锚杆锁紧机构对抗浮锚杆进行限位固定,保证抗浮锚杆在浇筑时不会发生升降晃动,提升浇筑时的稳定性,抗浮锚杆不会影响位移。操作方式为转动六角头,使外齿轮转动驱动齿条和压块朝向锚杆穿孔方向移动,直至压块与旋转环体配合将抗浮锚杆夹紧。In addition, when the anti-floating anchor is installed, the anti-floating anchor is limited and fixed by the anchor locking mechanism to ensure that the anti-floating anchor will not rise and fall during pouring, improve the stability of the pouring, and the anti-floating anchor Displacement is not affected. The operation method is to turn the hexagonal head, so that the external gear rotates to drive the rack and the pressure block to move towards the direction of the anchor rod piercing until the pressure block cooperates with the rotating ring to clamp the anti-floating anchor rod.

以上显示和描述了本发明的基本原理、主要特征和本发明的优点。本行业的技术人员应该了解,本发明不受上述实施例的限制,上述实施例和说明书中描述的只是说明本发明的原理,在不脱离本发明精神和范围的前提下,本发明还会有各种变化和改进,这些变化和改进都落入要求保护的本发明范围内。The basic principles, main features and advantages of the present invention have been shown and described above. Those skilled in the industry should understand that the present invention is not limited by the above-mentioned embodiments. What are described in the above-mentioned embodiments and the description only illustrate the principle of the present invention. Without departing from the spirit and scope of the present invention, the present invention will also have Variations and improvements are possible, which fall within the scope of the claimed invention.

Claims (10)

1. The utility model provides a prestressing force transmission device for anti-floating anchor which characterized in that: the anti-floating anchor rod locking device comprises a lower connecting cylinder in a circular tube shape, an upper connecting cylinder in a circular tube shape, a top plate in an outer square and an inner circular shape and a circular rotating member, wherein the upper connecting cylinder is sleeved in the lower connecting cylinder, N bolts which are arranged according to an annular array and used for locking the upper connecting cylinder are connected to the cylinder wall of the lower connecting cylinder in a threaded manner, the tail ends of the bolts are abutted to the outer side surface of the upper connecting cylinder, the top plate is arranged at the top of the upper connecting cylinder, the rotating member is rotatably arranged in the top plate and the upper connecting cylinder, four anchor rod perforation holes for installing an anti-floating anchor rod are formed in the rotating member, and an anchor rod locking mechanism for locking the anti-floating anchor rod is arranged on the rotating member.
2. The prestressing force transfer arrangement according to claim l, characterized in: the cylinder wall of the lower connecting cylinder and the cylinder wall of the upper connecting cylinder are respectively provided with a plurality of hollowed-out holes.
3. The prestressing force transfer arrangement of claim 1, wherein: n rows of screw hole queues are drilled on the wall of the upper connecting cylinder, each row of screw hole queues comprises a plurality of first screw holes which are uniformly distributed on the same straight line, and the tail of each bolt can be screwed with any one of the first screw holes in any row of screw hole queues.
4. The prestressing force transfer arrangement of claim 1, wherein: the top outside of last connecting cylinder is equipped with the external screw thread, the bottom center of roof is equipped with the second screw, the second screw is with external screw thread looks spiro union make roof spiro union last connecting cylinder top.
5. The prestressing force transfer arrangement of claim 1, wherein: the rotating mechanism comprises a circular rotating ring body, four C-shaped blocks, four supporting pipes and a mounting pipe, wherein the rotating ring body, the C-shaped blocks, the supporting pipes and the mounting pipe are integrally manufactured, the C-shaped blocks are connected with the inner side of the rotating ring body, circular anchor rod perforation is formed between the C-shaped blocks and the rotating ring body, one end of each supporting pipe is connected with the C-shaped blocks, the other end of each supporting pipe is connected with the bottom of the mounting pipe and the adjacent supporting pipe, the rotating ring body is coaxial with the mounting pipe, the four C-shaped blocks and the four supporting pipes are distributed in an annular array by taking the mounting pipe as the center, and the supporting pipes are communicated with the anchor rod perforation and the mounting pipe; and the junctions of the four supporting pipes are provided with inlet and outlet holes coaxial with the mounting pipes.
6. The prestressing force transfer arrangement of claim 5, wherein: the anchor rod locking mechanism comprises four cylindrical pressing blocks and an external gear, wherein the pressing blocks are sleeved in the supporting pipe, the top end of the external gear is fixedly connected with an external thread column, a third screw hole is formed in the top of the installation pipe, the external thread column passes through the access hole from bottom to top and then is screwed with the third screw hole, and the external gear passes through the access hole from bottom to top and enters the installation pipe and the supporting pipe; each pressing block is fixedly connected with one rack towards one end of the installation tube, and the external gear is meshed with the four racks simultaneously.
7. The prestressing force transfer arrangement of claim 6, wherein: the racks on the two pressing blocks positioned on the same straight line are positioned on the same horizontal plane, and the racks on the two pressing blocks positioned on the same straight line are arranged in a central symmetry way by taking the external gear as the center.
8. The prestressing force transfer arrangement of claim 6, wherein: the briquetting is equipped with the arc recess towards the one end of stock perforation, the surface of arc recess is provided with the anti-skidding line of net shape.
9. The prestressing force transfer arrangement of claim 6, wherein: the top of the external thread column is provided with a hexagon head for screwing the external thread column.
10. The prestressing force transfer arrangement of claim 6, wherein: the middle part in the outside of rotatory ring body is equipped with round bulge loop, the top inboard of going up the connecting cylinder is equipped with round holding tank, the top center of roof is equipped with round horizontal inwards outstanding limit flange, the bulge loop is rotated and is installed between limit flange and holding tank.
CN202310351033.XA 2023-04-03 2023-04-03 A prestressed stress transmission device for anti-floating anchor rod Active CN116335126B (en)

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Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20060127187A1 (en) * 2003-03-04 2006-06-15 Raines Richard D Anchor installation system
KR100934196B1 (en) * 2009-03-06 2009-12-24 주식회사 도담이앤씨 Bidirectional pressure small diameter pile and buoyancy prevention method using the same
JP2018188818A (en) * 2017-04-28 2018-11-29 前田製管株式会社 Precast reinforced concrete pressure plate for ground anchor
CN209816937U (en) * 2019-04-17 2019-12-20 中冶建工集团有限公司 Single-rib anti-floating anchor rod structure
CN111945721A (en) * 2020-08-31 2020-11-17 华侨大学 Prestress tension-compression composite anti-floating anchor rod and construction method thereof
CA3161053A1 (en) * 2019-12-18 2021-06-24 Michael D. SUGDEN Anchor bolt mounting
WO2021223400A1 (en) * 2020-05-06 2021-11-11 江苏景源万河环境科技有限公司 Prefabricated combined assembly-type anti-floating tensile prestressed anchor rod member and construction method therefor
CN218466600U (en) * 2022-11-03 2023-02-10 武汉市武昌市政建设(集团)有限公司 Force transmission device for anti-floating anchor rod tensioning end

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20060127187A1 (en) * 2003-03-04 2006-06-15 Raines Richard D Anchor installation system
KR100934196B1 (en) * 2009-03-06 2009-12-24 주식회사 도담이앤씨 Bidirectional pressure small diameter pile and buoyancy prevention method using the same
JP2018188818A (en) * 2017-04-28 2018-11-29 前田製管株式会社 Precast reinforced concrete pressure plate for ground anchor
CN209816937U (en) * 2019-04-17 2019-12-20 中冶建工集团有限公司 Single-rib anti-floating anchor rod structure
CA3161053A1 (en) * 2019-12-18 2021-06-24 Michael D. SUGDEN Anchor bolt mounting
WO2021223400A1 (en) * 2020-05-06 2021-11-11 江苏景源万河环境科技有限公司 Prefabricated combined assembly-type anti-floating tensile prestressed anchor rod member and construction method therefor
CN111945721A (en) * 2020-08-31 2020-11-17 华侨大学 Prestress tension-compression composite anti-floating anchor rod and construction method thereof
CN218466600U (en) * 2022-11-03 2023-02-10 武汉市武昌市政建设(集团)有限公司 Force transmission device for anti-floating anchor rod tensioning end

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