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CN106436587A - Chain link type automatic synchronous tensioning system and method for prestressed wire ropes - Google Patents

Chain link type automatic synchronous tensioning system and method for prestressed wire ropes Download PDF

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Publication number
CN106436587A
CN106436587A CN201610700743.9A CN201610700743A CN106436587A CN 106436587 A CN106436587 A CN 106436587A CN 201610700743 A CN201610700743 A CN 201610700743A CN 106436587 A CN106436587 A CN 106436587A
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tensioning
anchor plate
steel wire
chain
motor
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CN106436587B (en
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吁新华
李兴华
吴刚
蒋剑彪
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Limited By Share Ltd Beijing Nine Road Detection Technology
JIANGXI GANYUE EXPRESSWAY CO Ltd
Southeast University
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Limited By Share Ltd Beijing Nine Road Detection Technology
JIANGXI GANYUE EXPRESSWAY CO Ltd
Southeast University
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D22/00Methods or apparatus for repairing or strengthening existing bridges ; Methods or apparatus for dismantling bridges
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/02Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218Increasing or restoring the load-bearing capacity of building construction elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/02Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218Increasing or restoring the load-bearing capacity of building construction elements
    • E04G23/0237Increasing or restoring the load-bearing capacity of building construction elements of storey floors

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Mechanical Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

The invention discloses a chain link type automatic synchronous tensioning system and method for prestressed wire ropes. The chain link type automatic synchronous tensioning system comprises an anchor plate, wherein the anchor plate is fixed on a structure to be reinforced through planted bars; a plurality of main threaded rods are arranged in the anchor plate in a parallel and penetrating manner; one end of each of the main threaded rods is connected with a corresponding screw sleeve, and the other end of each of the screw sleeves is connected with a corresponding steel wire rope; after the other end of each of the main threaded rods penetrates through a corresponding opening of the anchor plate, the other end of each of the main threaded rods is fixed by a corresponding anchoring toothed nut; a tensioning bracket is arranged on one side of the anchor plate; after the main threaded rods penetrate in the tensioning bracket, each of the main threaded rods is connected with a corresponding secondary threaded rod through a corresponding connecting sleeve; after the other ends of the secondary threaded rods penetrate out of the tensioning bracket, the other ends of the secondary threaded rods are separately fixed on the tensioning bracket by corresponding tensioning toothed nuts; and the anchoring toothed nuts and the tensioning toothed nuts are separately connected with a driving mechanism. According to the chain link type automatic synchronous tensioning system disclosed by the invention, anchoring a plurality of steel wire ropes can be realized through one anchor plate, so that the reinforcing efficiency and the reinforcing effect of a conventional structure are improved; and synchronous tensioning and synchronous locking are performed on all the steel wire ropes on the anchor plate, so that the situation that the bearing capacity is reduced due to uneven distribution of the prestressing force of the steel wire ropes is avoided, and the automatic synchronous tensioning system is convenient to use, and simple and high-efficiency to mount.

Description

环链式预应力钢丝绳自动同步张拉系统及方法System and method for automatic synchronous tensioning of chain-type prestressed steel wire rope

技术领域technical field

本发明涉及土建交通技术领域,具体是一种环链式预应力钢丝绳自动同步张拉系统及方法。The invention relates to the technical field of civil engineering and transportation, in particular to an automatic synchronous stretching system and method for a chain-type prestressed steel wire rope.

背景技术Background technique

由于材料老化、施工质量、自然或人为等因素的影响,现有的很多桥梁房屋空心板结构急待修复和加固,世界各国每年都要为此耗费巨资。现有结构加固技术主要有增大截面法、粘钢加固法、粘贴纤维复合材料加固法、增设支点加固法、钢绞线网片-聚合物砂浆加固法等。现有加固方法主要存在以下问题:(1)加固材料与原有构件间存在应力滞后效应,共同工作能力较差,大大影响加固效果;(2)加固材料端部锚固长度不够,容易发现锚固端的剥离破坏,不能充分发挥材料强度;(3)增大原有构件的截面尺寸,增大自重,影响观瞻和使用。而预应力钢丝绳加固技术是一种非常好的加固技术,具有主动加固、无应力滞后效应、无剥离问题,且不增大原有构件的截面尺寸。但是现有预应力钢丝绳加固技术的张拉装置和方法不够成熟,在工程应用中存在使用不便、安装困难、效率低下的问题。因此,急需一种新的预应力钢丝绳自动同步张拉系统及方法以解决上述问题。Due to the influence of material aging, construction quality, natural or man-made factors, many existing hollow slab structures of bridges and houses are in urgent need of repair and reinforcement, and countries all over the world spend huge sums of money on this every year. Existing structural reinforcement technologies mainly include enlarging section method, bonding steel reinforcement method, pasting fiber composite material reinforcement method, adding fulcrum reinforcement method, steel strand mesh-polymer mortar reinforcement method, etc. The existing reinforcement methods mainly have the following problems: (1) there is a stress hysteresis effect between the reinforcement material and the original component, and the joint work ability is poor, which greatly affects the reinforcement effect; (2) the anchorage length at the end of the reinforcement material is not enough, and it is easy to find Peeling damage, can not give full play to the material strength; (3) increase the cross-sectional size of the original components, increase the weight, affect the view and use. The prestressed steel wire rope reinforcement technology is a very good reinforcement technology, which has active reinforcement, no stress hysteresis effect, no peeling problem, and does not increase the cross-sectional size of the original component. However, the tensioning device and method of the existing prestressed steel wire rope reinforcement technology are not mature enough, and there are problems of inconvenient use, difficult installation and low efficiency in engineering applications. Therefore, there is an urgent need for a new prestressed steel wire rope automatic synchronous tensioning system and method to solve the above problems.

发明内容Contents of the invention

发明目的:为了克服现有技术中存在的不足,本发明提供一种环链式预应力钢丝绳自动同步张拉系统及方法。Purpose of the invention: In order to overcome the deficiencies in the prior art, the present invention provides an automatic synchronous tensioning system and method for chain-type prestressed steel wire ropes.

技术方案:为解决上述技术问题,本发明的一种环链式预应力钢丝绳自动同步张拉系统,包括锚板,锚板通过植筋固定于待加固结构上;锚板内平行穿设有多根主螺纹杆,主螺纹杆一端与螺纹套筒通过内螺纹相连,螺纹套筒另一端连接钢丝绳;主螺纹杆另一端穿过锚板的开孔后,用锚固带齿螺母固定;锚板一侧设有张拉支架,各个主螺纹杆穿入张拉支架内后,分别通过连接套筒连接副螺纹杆,副螺纹杆另一端穿出张拉支架后,分别被张拉带齿螺母固定于张拉支架上;各个锚固带齿螺母与张拉带齿螺母分别连接驱动机构。Technical solution: In order to solve the above technical problems, an automatic synchronous tensioning system of an endless chain type prestressed steel wire rope according to the present invention includes an anchor plate, which is fixed on the structure to be reinforced by planting bars; A main threaded rod, one end of the main threaded rod is connected with the threaded sleeve through an internal thread, and the other end of the threaded sleeve is connected with a wire rope; the other end of the main threaded rod passes through the opening of the anchor plate, and is fixed with an anchor toothed nut; There is a tensioning bracket on the side. After each main threaded rod penetrates into the tensioning bracket, it is respectively connected to the auxiliary threaded rod through the connecting sleeve. After the other end of the auxiliary threaded rod passes through the tensioning bracket, it is respectively fixed on the On the tensioning support; each anchoring toothed nut and the tensioning toothed nut are respectively connected to the driving mechanism.

其中,驱动机构包括分别与各个锚固带齿螺母和张拉带齿螺母连接的两条链条,与锚固带齿螺母连接的链条连接锚固电机,与张拉带齿螺母连接的链条连接张拉电机。Wherein, the driving mechanism includes two chains respectively connected with each anchoring toothed nut and tensioning toothed nut, the chain connected with the anchoring toothed nut is connected with the anchoring motor, and the chain connected with the tensioning toothed nut is connected with the tensioning motor.

其中,各个锚固带齿螺母和张拉带齿螺母均为中央开有内螺纹孔,且外轮廓有齿的螺母,齿与链条相互啮合。Wherein, each of the anchoring toothed nuts and the tensioning toothed nuts is a nut with an internal thread hole in the center and teeth on the outer contour, and the teeth mesh with the chain.

其中,在张拉支架与锚板之间设有力传感器。Wherein, a force sensor is arranged between the tension bracket and the anchor plate.

其中,螺纹套筒一端开有轴向内螺纹孔,另一端开有径向孔,轴向内螺纹孔用于连接主螺纹杆,钢丝绳穿过径向孔后,用挤压锚头锚固。One end of the threaded sleeve is provided with an axial internal thread hole, and the other end is provided with a radial hole. The axial internal thread hole is used to connect the main threaded rod. After the steel wire passes through the radial hole, it is anchored with an extruded anchor head.

一种环链式预应力钢丝绳自动同步张拉方法,包括以下步骤:A method for automatic synchronous tensioning of chain-type prestressed steel wire ropes, comprising the following steps:

(1)在待加固结构相应位置打孔,安装植筋;(1) Drill holes at the corresponding positions of the structure to be reinforced, and install planting bars;

(2)通过植筋将锚板固定于待加固结构上;(2) Fix the anchor plate on the structure to be reinforced by planting bars;

(3)钢丝绳在绕过螺纹套筒的开孔后,用挤压锚头锚固;(3) After the wire rope bypasses the opening of the threaded sleeve, it is anchored with an extruded anchor head;

(4)将主螺纹杆穿过锚板的开孔后,旋进螺纹套筒的内螺纹中,主螺纹杆的另一端用锚固带齿螺母固定;(4) After passing the main threaded rod through the opening of the anchor plate, screw it into the internal thread of the threaded sleeve, and fix the other end of the main threaded rod with an anchor toothed nut;

(5)将张拉支架抵在锚板的两侧的力传感器上,副螺纹杆穿过张拉支架的开孔后通过连接套筒与前面的主螺纹杆相连;(5) Put the tensioning bracket against the force sensors on both sides of the anchor plate, and the secondary threaded rod passes through the opening of the tensioning bracket and is connected to the front main threaded rod through the connecting sleeve;

(6)将张拉带齿螺母依次安装在副螺纹杆上;(6) Install the tensioning toothed nuts on the secondary threaded rods in turn;

(7)待所有锚板上的钢丝绳安装完毕后,在张拉电机和锚固电机上安装齿轮和链条;(7) After the wire ropes on all anchor plates are installed, install gears and chains on the tensioning motor and anchoring motor;

(8)控制张拉电机工作,带动张拉端链条和张拉带齿螺母的转动,从而对钢丝绳施加预应力,直至力传感器的读数达到设计张拉力,控制张拉电机停止;(8) Control the work of the tensioning motor, drive the rotation of the tensioning end chain and the tensioning toothed nut, thereby applying prestress to the steel wire rope, until the reading of the force sensor reaches the design tensioning force, and control the tensioning motor to stop;

(9)控制锚固电机工作,带动锚固端链条和锚固带齿螺母的转动,直至锚固电机因扭矩太大而停止转动,从而锁紧螺纹杆,控制锚固电机停止;(9) Control the anchoring motor to work, drive the chain at the anchoring end and the anchoring toothed nut to rotate until the anchoring motor stops rotating due to too much torque, thereby locking the threaded rod and controlling the anchoring motor to stop;

(10)最后卸下张拉带齿螺母、张拉电机、锚固电机、链条、齿轮、力传感器、连接套筒、副螺纹杆和张拉支架。(10) Finally, remove the tensioning toothed nut, tensioning motor, anchoring motor, chain, gear, force sensor, connecting sleeve, secondary threaded rod and tensioning bracket.

有益效果:本发明的一种环链式预应力钢丝绳自动同步张拉系统,具有以下有益效果:Beneficial effects: An automatic synchronous tensioning system for chain-type prestressed steel wire ropes of the present invention has the following beneficial effects:

1、通过一块锚板可以实现锚固多根钢丝绳,大大提高了对既有结构的加固效率和效果;1. Multiple steel wire ropes can be anchored through one anchor plate, which greatly improves the reinforcement efficiency and effect of the existing structure;

2、通过电机、齿轮和链条的传动装置,可以实现对钢丝绳的自动张拉、自动锁紧,大大节省了人工成本,提高了施工效率;2. Through the transmission device of motor, gear and chain, the automatic tensioning and automatic locking of the wire rope can be realized, which greatly saves labor costs and improves construction efficiency;

3、可以同时对锚板上的所有钢丝绳实施同步张拉和同步锁紧,避免了多根钢丝绳预应力分布不均匀而导致承载力降低的问题;3. Synchronous tensioning and synchronous locking can be performed on all the steel wire ropes on the anchor plate at the same time, avoiding the problem of uneven prestress distribution of multiple steel wire ropes and resulting in reduced bearing capacity;

4、张拉带齿螺母、张拉电机、锚固电机、链条、齿轮、力传感器、连接套筒和张拉支架均可拆卸并重复使用,大量节约了加固成本;4. Tensioning toothed nuts, tensioning motors, anchoring motors, chains, gears, force sensors, connecting sleeves and tensioning brackets can be disassembled and reused, which saves a lot of reinforcement costs;

5、综合起来,本环链式预应力钢丝绳自动同步张拉系统及方法具有使用方便、安装简单、快速高效的特点。5. To sum up, the automatic synchronous tensioning system and method of the chain type prestressed steel wire rope have the characteristics of easy use, simple installation, fast and high efficiency.

附图说明Description of drawings

图1为本发明结构示意图;Fig. 1 is a structural representation of the present invention;

图2为张拉支架俯视图;Figure 2 is a top view of the tension bracket;

图3为张拉支架侧视图;Fig. 3 is a side view of the tension bracket;

图4为锚板俯视图;Figure 4 is a top view of the anchor plate;

图5为锚板与待加固结构连接结构侧视图。Fig. 5 is a side view of the connection structure between the anchor plate and the structure to be reinforced.

图中:1-锚板,2-植筋,3-钢丝绳,4-螺纹套筒,5-挤压锚头,6-主螺纹杆,7-张拉支架,8-连接套筒,9-力传感器,10-张拉电机,11-锚固电机,12-张拉带齿螺母,13-链条,14-齿轮,15-待加固结构,16-锚固电机,17-副螺纹杆。In the figure: 1-anchor plate, 2-planting reinforcement, 3-steel wire rope, 4-threaded sleeve, 5-extruded anchor head, 6-main threaded rod, 7-tensioning bracket, 8-connecting sleeve, 9- Force sensor, 10-tension motor, 11-anchor motor, 12-tension toothed nut, 13-chain, 14-gear, 15-structure to be reinforced, 16-anchor motor, 17-secondary threaded rod.

具体实施方式detailed description

下面结合附图对本发明作更进一步的说明。The present invention will be further described below in conjunction with the accompanying drawings.

如图1所示的一种环链式预应力钢丝绳自动同步张拉系统,包括锚板1,锚板1通过植筋2固定于待加固结构15上;锚板1内平行穿设有多根主螺纹杆6,主螺纹杆6一端与螺纹套筒4通过内螺纹相连,螺纹套筒另一端连接钢丝绳3;主螺纹杆6另一端穿过锚板1的开孔后,用锚固带齿螺母11固定;锚板1一侧设有张拉支架7,各个主螺纹杆6穿入张拉支架7内后,分别通过连接套筒8连接副螺纹杆17,副螺纹杆17另一端穿出张拉支架7后,分别被张拉带齿螺母12固定于张拉支架7上;各个锚固带齿螺母11与张拉带齿螺母12分别连接驱动机构;在张拉支架7与锚板1之间设有力传感器9。驱动机构包括分别与各个锚固带齿螺母11和张拉带齿螺母12连接的两条链条,与锚固带齿螺母11连接的链条连接锚固电机16,与张拉带齿螺母12连接的链条连接张拉电机10,各个锚固带齿螺母11和张拉带齿螺母12均为中央开有内螺纹孔,且外轮廓有齿的螺母,齿与链条相互啮合。螺纹套筒4一端开有轴向内螺纹孔,另一端开有径向孔,轴向内螺纹孔用于连接主螺纹杆6,钢丝绳3穿过径向孔后,用挤压锚头5锚固。挤压锚头5由软质材料制作,内开有孔洞,钢丝绳3穿过挤压锚头5后,用工具挤压所述挤压锚头5,锚固钢丝绳3。本发明中,钢丝绳3被挤压锚头锚固,另一端固定于梁或者柱上。As shown in Figure 1, a chain-type prestressed steel wire rope automatic synchronous tensioning system includes an anchor plate 1, and the anchor plate 1 is fixed on the structure 15 to be reinforced by planting bars 2; The main threaded rod 6, one end of the main threaded rod 6 is connected with the threaded sleeve 4 through the internal thread, and the other end of the threaded sleeve is connected with the steel wire rope 3; after the other end of the main threaded rod 6 passes through the opening of the anchor plate 1, anchor the toothed nut 11 is fixed; one side of the anchor plate 1 is provided with a tension bracket 7, and after each main threaded rod 6 penetrates into the tension bracket 7, it is respectively connected to the secondary threaded rod 17 through the connecting sleeve 8, and the other end of the secondary threaded rod 17 passes through the tension bracket 7. After the bracket 7 is pulled, it is respectively fixed on the tension bracket 7 by the tension tooth nut 12; each anchor tooth nut 11 and the tension tooth nut 12 are respectively connected to the driving mechanism; A force sensor 9 is provided. The drive mechanism includes two chains connected with each anchor toothed nut 11 and tension tooth nut 12 respectively, the chain connected with the anchor tooth nut 11 is connected with the anchor motor 16, and the chain connected with the tension tooth nut 12 is connected with the The pulling motor 10, each anchoring toothed nut 11 and the tensioning toothed nut 12 are centrally provided with internally threaded holes, and the outer contour has toothed nuts, and the teeth and the chain mesh with each other. One end of the threaded sleeve 4 has an axial internal thread hole, and the other end has a radial hole. The axial internal thread hole is used to connect the main threaded rod 6. After the steel wire rope 3 passes through the radial hole, it is anchored by the extrusion anchor head 5 . The extruded anchor head 5 is made of soft material and has a hole inside. After the steel wire rope 3 passes through the extruded anchor head 5, the extruded anchor head 5 is squeezed with a tool to anchor the steel wire rope 3. In the present invention, the steel wire rope 3 is anchored by an extruded anchor head, and the other end is fixed on a beam or column.

本发明还提供一种环链式预应力钢丝绳自动同步张拉方法,包括以下步骤:The present invention also provides an automatic synchronous stretching method for chain-type prestressed steel wire ropes, which includes the following steps:

(1)在待加固结构15相应位置打孔,安装植筋5;(1) punch holes at the corresponding positions of the structure to be reinforced 15, and install the planting bar 5;

(2)通过植筋2将锚板1固定于待加固结构15上;(2) Fix the anchor plate 1 on the structure 15 to be reinforced by planting the reinforcement 2;

(3)钢丝绳3在绕过螺纹套筒4的开孔后,用挤压锚头5锚固;(3) After the steel wire rope 3 bypasses the opening of the threaded sleeve 4, it is anchored with the extrusion anchor head 5;

(4)将主螺纹杆6穿过锚板1的开孔后,旋进螺纹套筒5的内螺纹中,主螺纹杆6的另一端用锚固带齿螺母11固定;(4) After passing the main threaded rod 6 through the opening of the anchor plate 1, screw it into the internal thread of the threaded sleeve 5, and the other end of the main threaded rod 6 is fixed with an anchor toothed nut 11;

(5)将张拉支架7抵在锚板1的两侧的力传感器9上,副螺纹杆17穿过张拉支架7的开孔后通过连接套筒8与前面的主螺纹杆6相连;(5) The tensioning bracket 7 is pressed against the force sensor 9 on both sides of the anchor plate 1, and the secondary threaded rod 17 is connected to the front main threaded rod 6 through the connecting sleeve 8 after passing through the opening of the tensioning bracket 7;

(6)将张拉带齿螺母12依次安装在副螺纹杆17上;(6) The tension toothed nut 12 is installed on the secondary threaded rod 17 in turn;

(7)待所有锚板1上的钢丝绳3安装完毕后,在张拉电机10和锚固电机16上安装齿轮14和链条13;(7) After the steel wire ropes 3 on all the anchor plates 1 are installed, install the gear 14 and the chain 13 on the tensioning motor 10 and the anchoring motor 16;

(8)控制张拉电机10工作,带动张拉端链条13和张拉带齿螺母12的转动,从而对钢丝绳3施加预应力,直至力传感器9的读数达到设计张拉力,控制张拉电机10停止;(8) Control the tension motor 10 to work, drive the rotation of the tension end chain 13 and the tension toothed nut 12, thereby applying prestress to the steel wire rope 3, until the reading of the force sensor 9 reaches the design tension force, control the tension motor 10 stop;

(9)控制锚固电机16工作,带动锚固端链条13和锚固带齿螺母11的转动,直至锚固电机16因扭矩太大而停止转动,从而锁紧螺纹杆6,控制锚固电机16停止;(9) Control the anchoring motor 16 to work, drive the rotation of the anchoring end chain 13 and the anchoring toothed nut 11, until the anchoring motor 16 stops rotating because the torque is too large, thereby locking the threaded rod 6, and controlling the anchoring motor 16 to stop;

(10)最后卸下张拉带齿螺母12、张拉电机10、锚固电机16、链条13、齿轮14、力传感器9、连接套筒8、副螺纹杆17和张拉支架7。(10) Finally unload the tension toothed nut 12, the tension motor 10, the anchor motor 16, the chain 13, the gear 14, the force sensor 9, the connecting sleeve 8, the secondary threaded rod 17 and the tension bracket 7.

以上所述仅是本发明的优选实施方式,应当指出:对于本技术领域的普通技术人员来说,在不脱离本发明原理的前提下,还可以做出若干改进和润饰,这些改进和润饰也应视为本发明的保护范围。The above is only a preferred embodiment of the present invention, it should be pointed out that for those of ordinary skill in the art, without departing from the principle of the present invention, some improvements and modifications can also be made, and these improvements and modifications are also possible. It should be regarded as the protection scope of the present invention.

Claims (6)

1.一种环链式预应力钢丝绳自动同步张拉系统,其特征在于:包括锚板(1),锚板(1)通过植筋(2)固定于待加固结构(15)上;锚板(1)内平行穿设有多根主螺纹杆(6),主螺纹杆(6)一端与螺纹套筒(4)相连,另一端穿过锚板(1)后,用锚固带齿螺母(11)固定于锚板(1)一侧;螺纹套筒(4)另一端连接钢丝绳(3);锚板(1)一侧设有张拉支架(7),各个主螺纹杆(6)穿入张拉支架(7)内后,分别通过连接套筒(8)连接副螺纹杆(17),副螺纹杆(17)另一端穿出张拉支架(7)后,分别被张拉带齿螺母(12)固定于张拉支架(7)上;各个锚固带齿螺母(11)与张拉带齿螺母(12)分别连接驱动机构。1. An automatic synchronous tensioning system for chain-type prestressed wire ropes, characterized in that: comprise an anchor plate (1), the anchor plate (1) is fixed on the structure to be reinforced (15) by planting bars (2); the anchor plate (1) A plurality of main threaded rods (6) are parallelly pierced inside, one end of the main threaded rods (6) is connected with the threaded sleeve (4), and the other end passes through the anchor plate (1), and is anchored with a toothed nut ( 11) Fixed on one side of the anchor plate (1); the other end of the threaded sleeve (4) is connected to the steel wire rope (3); one side of the anchor plate (1) is provided with a tension bracket (7), and each main threaded rod (6) passes through After entering the tensioning bracket (7), connect the auxiliary threaded rod (17) through the connecting sleeve (8) respectively, and after the other end of the auxiliary threaded rod (17) passes through the tensioning bracket (7), it is stretched with teeth respectively. The nuts (12) are fixed on the tensioning support (7); each anchor toothed nut (11) and the tensioning toothed nut (12) are respectively connected to the driving mechanism. 2.根据权利要求1所述的环链式预应力钢丝绳自动同步张拉系统,其特征在于:其中,驱动机构包括分别与各个锚固带齿螺母(11)和张拉带齿螺母(12)连接的两条链条,与锚固带齿螺母(11)连接的链条连接锚固电机(16),与张拉带齿螺母(12)连接的链条连接张拉电机(10)。2. The automatic synchronous tensioning system of chain-type prestressed steel wire rope according to claim 1, characterized in that: wherein, the driving mechanism includes a motor that is connected to each anchoring toothed nut (11) and tensioning toothed nut (12) respectively. Two chains, the chain connected with the anchor toothed nut (11) is connected with the anchor motor (16), and the chain connected with the tension toothed nut (12) is connected with the tension motor (10). 3.根据权利要求2所述的环链式预应力钢丝绳自动同步张拉系统,其特征在于:其中,各个锚固带齿螺母(11)和张拉带齿螺母(12)均为中央开有内螺纹孔,且外轮廓有齿的螺母,齿与链条相互啮合。3. The chain-type prestressed wire rope automatic synchronous tensioning system according to claim 2, wherein, each anchoring toothed nut (11) and tensioning toothed nut (12) are centrally opened with an inner A nut with threaded holes and teeth on the outer contour, the teeth mesh with the chain. 4.根据权利要求1所述的环链式预应力钢丝绳自动同步张拉系统,其特征在于:其中,在张拉支架(7)与锚板(1)之间设有力传感器(9)。4. The chain-type prestressed steel wire rope automatic synchronous tensioning system according to claim 1, wherein a force sensor (9) is provided between the tensioning bracket (7) and the anchor plate (1). 5.根据权利要求1所述的环链式预应力钢丝绳自动同步张拉系统,其特征在于:其中,螺纹套筒(4)一端开有轴向内螺纹孔,另一端开有径向孔,轴向内螺纹孔用于连接主螺纹杆(6),钢丝绳(3)穿过径向孔后,用挤压锚头(5)锚固。5. The automatic synchronous tensioning system of chain type prestressed steel wire rope according to claim 1, characterized in that: wherein, one end of the threaded sleeve (4) has an axial internal thread hole, and the other end has a radial hole, The axial inner threaded hole is used to connect the main threaded rod (6), and after the steel wire rope (3) passes through the radial hole, it is anchored with an extruded anchor head (5). 6.一种环链式预应力钢丝绳自动同步张拉方法,其特征在于,包括以下步骤:6. An automatic synchronous tensioning method for chain-type prestressed steel wire ropes, characterized in that, comprising the following steps: (1)在待加固结构(15)相应位置打孔,安装植筋(2);(1) Drill holes at the corresponding positions of the structure to be reinforced (15), and install reinforcements (2); (2)通过植筋(2)将锚板(1)固定于待加固结构(15)上;(2) Fixing the anchor plate (1) on the structure to be reinforced (15) by planting bars (2); (3)钢丝绳(3)在绕过螺纹套筒(4)的开孔后,用挤压锚头(5)锚固;(3) After the steel wire rope (3) walks around the opening of the threaded sleeve (4), it is anchored with an extruded anchor head (5); (4)将主螺纹杆(6)穿过锚板(1)的开孔后,旋进螺纹套筒(5)的内螺纹中,主螺纹杆(6)的另一端用锚固带齿螺母(11)固定;(4) After passing the main threaded rod (6) through the opening of the anchor plate (1), screw it into the internal thread of the threaded sleeve (5), and the other end of the main threaded rod (6) is anchored with a toothed nut ( 11) fixed; (5)将张拉支架(7)抵在锚板(1)的两侧的力传感器(9)上,副螺纹杆(17)穿过张拉支架(7)的开孔后通过连接套筒(8)与前面的主螺纹杆(6)相连;(5) Put the tensioning bracket (7) against the force sensors (9) on both sides of the anchor plate (1), and the secondary threaded rod (17) passes through the opening of the tensioning bracket (7) and then passes through the connecting sleeve (8) link to each other with the front main threaded rod (6); (6)将张拉带齿螺母(12)依次安装在副螺纹杆(17)上;(6) Install the tensioning toothed nut (12) on the secondary threaded rod (17) in sequence; (7)待所有锚板(1)上的钢丝绳(3)安装完毕后,在张拉电机(10)和锚固电机(16)上安装齿轮(14)和链条(13);(7) After the steel wire ropes (3) on all anchor plates (1) are installed, gears (14) and chains (13) are installed on the tensioning motor (10) and the anchoring motor (16); (8)控制张拉电机(10)工作,带动张拉端链条(13)和张拉带齿螺母(12)的转动,从而对钢丝绳(3)施加预应力,直至力传感器(9)的读数达到设计张拉力,控制张拉电机(10)停止;(8) Control the work of the tensioning motor (10) to drive the rotation of the tensioning end chain (13) and the tensioning toothed nut (12), thereby applying prestress to the steel wire rope (3) until the reading of the force sensor (9) Reach design tensile force, control stretching motor (10) to stop; (9)控制锚固电机(16)工作,带动锚固端链条(13)和锚固带齿螺母(11)的转动,直至锚固电机(16)因扭矩太大而停止转动,从而锁紧螺纹杆(6),控制锚固电机(16)停止;(9) Control the anchoring motor (16) to work, drive the anchoring end chain (13) and the anchor toothed nut (11) to rotate until the anchoring motor (16) stops rotating due to too much torque, thereby locking the threaded rod (6 ), control the anchoring motor (16) to stop; (10)最后卸下张拉带齿螺母(12)、张拉电机(10)、锚固电机(16)、链条(13)、齿轮(14)、力传感器(9)、连接套筒(8)、副螺纹杆(17)和张拉支架(7)。(10) Finally remove the tensioning toothed nut (12), tensioning motor (10), anchoring motor (16), chain (13), gear (14), force sensor (9), connecting sleeve (8) , secondary threaded rod (17) and tension support (7).
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