CN204357005U - Prestressed FRP rib tensioning and anchoring device - Google Patents
Prestressed FRP rib tensioning and anchoring device Download PDFInfo
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- CN204357005U CN204357005U CN201420832150.4U CN201420832150U CN204357005U CN 204357005 U CN204357005 U CN 204357005U CN 201420832150 U CN201420832150 U CN 201420832150U CN 204357005 U CN204357005 U CN 204357005U
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Abstract
本实用新型公开了一种预应力FRP筋张拉锚固装置,包括锚固装置和的张拉装置,所述锚固装置包括套筒、限位螺母和锚垫板,所述张拉装置包括张拉杆、反力撑脚和施力设备;所述锚垫板与限位螺母连接,所述套筒为中空结构,中空部分为圆柱体或圆锥体且内部灌注用以锚固FRP筋的粘结树脂,套筒的外表面全部设置外螺纹,所述限位螺母通过外螺纹固定在套筒上,所述锚垫板设有可使套筒自由穿行的孔洞;所述套筒内表面设置有内螺纹,套筒通过内螺纹直接与张拉杆连接,张拉杆在与套筒连接部位设置外螺纹或攻丝处理,或者套筒通过连接套筒与张拉杆连接并且内螺纹部位加压旋入内六角螺柱。本实用新型既可用于既有结构加固、也可用于新建结构的增强。
The utility model discloses a tensioning and anchoring device for prestressed FRP tendons, comprising an anchoring device and a tensioning device. The anchoring device includes a sleeve, a limit nut and an anchor backing plate. The tensioning device includes a tensioning rod, Reaction force support and force application equipment; the anchor plate is connected with the stop nut, the sleeve is a hollow structure, the hollow part is a cylinder or a cone and the inside is filled with bonding resin for anchoring the FRP tendon, and the sleeve The outer surface of the cylinder is all provided with external threads, the limit nut is fixed on the sleeve through external threads, and the anchor pad is provided with a hole that allows the sleeve to pass through freely; the inner surface of the sleeve is provided with internal threads, The sleeve is directly connected to the tension rod through the internal thread, and the tension rod is provided with external thread or tapping treatment at the connection part with the sleeve, or the sleeve is connected with the tension rod through the connecting sleeve and the internal thread part is pressurized and screwed into the inner hexagonal stud. The utility model can be used not only for the reinforcement of existing structures, but also for the reinforcement of new structures.
Description
技术领域technical field
本实用新型涉及一种预应力FRP筋张拉锚固装置,主要(但非排他地)用于既有结构加固和新建结构的增强等领域。The utility model relates to a tensioning and anchoring device for prestressed FRP tendons, which is mainly (but not exclusively) used in the fields of reinforcement of existing structures and reinforcement of new structures.
背景技术Background technique
传统的预应力材料多为钢筋和钢绞线等,在预应力技术应用越来越普遍、应用领域越来越广泛的背景下,相应地也出现了一些问题,最为突出的问题是传统预应力材料存在耐久性差、抗腐蚀性能不佳等缺点。纤维增强复合材料(FRP)的出现及其在土木工程领域的推广应用,极大拓宽了结构增强及预应力技术的应用领域。虽然国内外开展了大量相关研究,然而由于FRP筋自身具有剪切强度低、不易弯折等不足,其在预应力领域中的应用始终未得到快速发展。因此,进一步开发FRP筋的预应力张拉锚固技术显得尤为重要。Traditional prestressing materials are mostly steel bars and steel strands, etc. Under the background that prestressing technology is becoming more and more common and its application fields are becoming more and more extensive, there are corresponding problems. The most prominent problem is the traditional prestressing. The material has disadvantages such as poor durability and poor corrosion resistance. The emergence of fiber reinforced composites (FRP) and its popularization and application in the field of civil engineering have greatly broadened the application fields of structural reinforcement and prestressing technology. Although a lot of related research has been carried out at home and abroad, the application of FRP bars in the field of prestressing has not been developed rapidly due to their own shortcomings such as low shear strength and not easy to bend. Therefore, it is particularly important to further develop the prestressed tension anchorage technology of FRP tendons.
实用新型内容Utility model content
本实用新型的目的是提供一种FRP筋张拉锚固装置,该装置具有施工维修方便、体系简洁、承载力高、成本低等特点,可轻易实现对FRP筋的张拉和/或锚固,同时此装置还允许在服役期内对其再次张拉。The purpose of this utility model is to provide a tensioning and anchoring device for FRP tendons, which has the characteristics of convenient construction and maintenance, simple system, high bearing capacity, and low cost, and can easily realize the tensioning and/or anchoring of FRP tendons. This device also allows it to be retensioned during service.
本实用新型采用的技术方案为:一种预应力FRP筋张拉锚固装置,包括用于锚固FRP筋的锚固装置和用于张拉FRP筋的张拉装置,所述锚固装置包括套筒、限位螺母和锚垫板,所述张拉装置包括张拉杆、反力撑脚和施力设备;The technical scheme adopted in the utility model is: a tensioning anchor device for prestressed FRP tendons, including an anchoring device for anchoring FRP tendons and a tensioning device for tensioning FRP tendons. Bit nuts and anchor pads, the tensioning device includes a tensioning rod, a counter-force foot and a force-applying device;
所述锚垫板与限位螺母连接,所述套筒为中空结构,中空部分为圆柱体或圆锥体且内部灌注用以锚固FRP筋的粘结树脂,套筒的外表面全部设置外螺纹,所述限位螺母通过外螺纹固定在套筒上,所述锚垫板设有可使套筒自由穿行的孔洞;The anchor backing plate is connected with the stop nut, the sleeve is a hollow structure, the hollow part is a cylinder or a cone, and the inside is filled with bonding resin for anchoring the FRP tendons, and the outer surface of the sleeve is all provided with external threads. The limit nut is fixed on the sleeve through an external thread, and the anchor plate is provided with a hole that allows the sleeve to pass through freely;
所述套筒内表面设置有内螺纹,套筒通过内螺纹直接与张拉杆连接,张拉杆在与套筒连接部位设置外螺纹或攻丝处理,或者套筒通过连接套筒与张拉杆连接并且内螺纹部位加压旋入内六角螺柱;The inner surface of the sleeve is provided with an internal thread, the sleeve is directly connected to the tension rod through the internal thread, and the tension rod is provided with an external thread or tapped at the connection part with the sleeve, or the sleeve is connected to the tension rod through a connecting sleeve and The internal thread part is screwed into the inner hexagonal stud under pressure;
所述张拉杆一端与套筒连接,另一端通过固定螺母和垫板固定于施力设备上,施力设备与反力撑脚连接,反力撑脚安装在锚垫板上。One end of the tension rod is connected with the sleeve, and the other end is fixed on the force application device through a fixing nut and a backing plate, the force application device is connected with the reaction force support foot, and the reaction force support foot is installed on the anchor support plate.
作为优选,所述套筒的内螺纹部位、张拉杆在与套筒连接部位、内六角螺柱采用脱模剂处理。Preferably, the inner threaded part of the sleeve, the connection part of the tension rod with the sleeve, and the inner hexagon stud are treated with a release agent.
作为优选,所述张拉杆采用高强钢筋、精轧钢筋或高强螺杆。Preferably, the tension rod is made of high-strength steel bar, finish-rolled steel bar or high-strength screw rod.
作为优选,所述施力设备为穿心式千斤顶。Preferably, the force applying device is a through-hole jack.
本实用新型套筒不直接与锚垫板接触,从而经由限位螺母间接受力,限位螺母连接在套筒上用于张拉FRP筋后对套筒限位;所述锚垫板中的开孔应比套筒略大,从而允许套筒在孔内自由穿行;,所述张拉杆一端与套筒连接,另一端固定于施力设备从而用来直接承受和传递预拉力;所述张拉杆在与套筒连接时采用直接旋入套筒的方式,旋入时间是在粘结树脂固化之前,从而使得粘结树脂更加密实;所述施力设备通过张拉杆与套筒相连,用于施加张拉FRP筋的牵引力。The sleeve of the utility model is not directly in contact with the anchor backing plate, thereby indirectly receiving force through the limit nut, which is connected to the sleeve to limit the position of the sleeve after tensioning the FRP tendon; the anchor backing plate in the The opening should be slightly larger than the sleeve, so as to allow the sleeve to pass freely in the hole; one end of the tension rod is connected to the sleeve, and the other end is fixed to the force application device so as to directly bear and transmit the pre-tension force; the tension rod When the pull rod is connected to the sleeve, it is directly screwed into the sleeve, and the screw-in time is before the bonding resin is cured, so that the bonding resin is more dense; the force applying device is connected with the sleeve through a tension rod for Apply traction to tension the FRP tendons.
所述套筒中空部分为圆柱体或圆锥体且内部灌注粘结树脂以锚固FRP筋,套筒外表面全部设置外螺纹以使限位螺母固定在套筒上,套筒在与张拉杆连接部位设置内螺纹,内螺纹部位可采用脱模剂等处理,从而避免被粘结树脂玷污,以便允许二次张拉和适时控制。张拉杆在与套筒连接部位设置外螺纹或攻丝处理,张拉杆连接部位可采用脱模剂等处理,从而便于在预应力施工完毕后移除。所述张拉杆与套筒连接处也可采用连接套筒连接,同时套筒端头内螺纹部位采用脱模剂处理的内六角螺柱旋入加压,旋入时间为粘结树脂固化前,以起到挤压粘结树脂的作用。The hollow part of the sleeve is a cylinder or a cone, and the inside is filled with bonding resin to anchor the FRP bars. The outer surface of the sleeve is all provided with external threads to fix the limit nut on the sleeve. The sleeve is connected to the tension rod. The internal thread is provided, and the internal thread part can be treated with a release agent, etc., so as to avoid being stained by the bonding resin, so as to allow secondary tension and timely control. The tension rod is provided with external thread or tapping treatment at the connection part with the sleeve, and the connection part of the tension rod can be treated with a release agent, so that it is easy to remove after the prestressing construction is completed. The connection between the tension rod and the sleeve can also be connected by a connecting sleeve, and at the same time, the inner threaded part of the sleeve end is screwed in and pressurized with a hexagon socket head stud treated with a release agent, and the screwing time is before the bonding resin is cured. To play the role of extrusion bonding resin.
本实用新型施工维修方便、体系简洁、承载力高、成本低,可便捷实现对FRP筋的张拉和锚固;同时此装置可进行二次张拉,还允许适时控制和调整施加预应力的大小。本实用新型既可用于既有结构加固、也可用于新建结构的增强。The utility model has the advantages of convenient construction and maintenance, simple system, high bearing capacity and low cost, and can conveniently realize the tensioning and anchoring of FRP tendons; at the same time, the device can perform secondary tensioning, and also allows timely control and adjustment of the applied prestress . The utility model can be used not only for the reinforcement of existing structures, but also for the reinforcement of new structures.
有益效果:与现有技术相比,本实用新型预应力FRP筋张拉锚固装置具有如下优点:Beneficial effects: Compared with the prior art, the prestressed FRP tendon tension anchoring device of the present invention has the following advantages:
1)张拉杆在与套筒连接时采用直接旋入套筒的方式,旋入时间是在粘结树脂固化之前,从而对粘结树脂进行加压,其锚固承载力会显著提高;2)施力设备直接对张拉杆施加牵引力,张拉工艺简单,无需专用设备,施工成本低;3)本实用新型预应力FRP筋张拉锚固装置可进行二次张拉,还允许适时控制和调整施加预应力的大小,因此施工及维修均方便。1) When the tension rod is connected to the sleeve, it is directly screwed into the sleeve. The screwing time is before the bonding resin is cured, so as to pressurize the bonding resin, and its anchoring bearing capacity will be significantly improved; 2) Applying The tension equipment directly applies traction to the tension rod, the tension process is simple, no special equipment is needed, and the construction cost is low; 3) The prestressed FRP tendon tension anchor device of the present utility model can perform secondary tension, and also allows timely control and adjustment of pre-tensioning. The size of the stress, so the construction and maintenance are convenient.
附图说明Description of drawings
图1为本实用新型预应力FRP筋张拉锚固装置结构示意图;Fig. 1 is the structural representation of the prestressed FRP tendon tension anchoring device of the present invention;
图2为本实用新型张拉杆示意图;Fig. 2 is the schematic diagram of the tension rod of the utility model;
图3为本实用新型张拉杆与套筒之间的连接套筒连接示意图。Fig. 3 is a schematic diagram of the connecting sleeve connection between the tension rod and the sleeve of the utility model.
附图说明:1为FRP筋,2为套筒,3为限位螺母,4为锚垫板,5为张拉杆,6为施力设备,7为反力撑脚,8为固定螺母,9为垫板,10为连接套筒,11为内六角螺柱。Description of the drawings: 1 is the FRP tendon, 2 is the sleeve, 3 is the limit nut, 4 is the anchor plate, 5 is the tension rod, 6 is the force application device, 7 is the reaction force support, 8 is the fixed nut, 9 For backing plate, 10 is connecting sleeve, and 11 is hexagon socket head bolt.
具体实施方式detailed description
下面结合附图和具体实施方式对本实用新型做进一步说明。The utility model will be further described below in conjunction with the accompanying drawings and specific embodiments.
如图1-3所示,一种预应力FRP筋张拉锚固装置,包括用于锚固FRP筋1的锚固装置和用于张拉FRP筋1的张拉装置,所述锚固装置包括套筒2、限位螺母3和锚垫板4,所述张拉装置包括张拉杆5、反力撑脚7和施力设备6;As shown in Figures 1-3, a tensioning and anchoring device for prestressed FRP tendons includes an anchoring device for anchoring FRP tendons 1 and a tensioning device for tensioning FRP tendons 1, and the anchoring device includes a sleeve 2 , a limit nut 3 and an anchor pad 4, the tensioning device includes a tensioning rod 5, a reaction force brace 7 and a force application device 6;
所述锚垫板4与限位螺母3连接,所述套筒2为中空结构,中空部分为圆柱体或圆锥体且内部灌注用以锚固FRP筋1的粘结树脂,套筒2的外表面全部设置外螺纹,所述限位螺母3通过外螺纹固定在套筒2上,所述锚垫板4设有可使套筒2自由穿行的孔洞;所述套筒2内表面设置有内螺纹,套筒2通过内螺纹直接与张拉杆5连接,张拉杆5在与套筒2连接部位设置外螺纹或攻丝处理,或者套筒2通过连接套筒10与张拉杆5连接并且内螺纹部位加压旋入内六角螺柱11;所述张拉杆5一端与套筒2连接,另一端通过固定螺母8和垫板9固定于施力设备6上,施力设备6与反力撑脚7连接,反力撑脚7安装在锚垫板4上。The anchor backing plate 4 is connected with the stop nut 3, the sleeve 2 is a hollow structure, the hollow part is a cylinder or a cone and the inside is filled with bonding resin for anchoring the FRP rib 1, the outer surface of the sleeve 2 All are provided with external threads, the limit nut 3 is fixed on the sleeve 2 through external threads, the anchor plate 4 is provided with a hole that allows the sleeve 2 to pass through freely; the inner surface of the sleeve 2 is provided with internal threads , the sleeve 2 is directly connected to the tension rod 5 through the internal thread, and the tension rod 5 is provided with an external thread or tapping treatment at the connection part with the sleeve 2, or the sleeve 2 is connected with the tension rod 5 through the connecting sleeve 10 and the internal thread part is Pressurized and screwed into the inner hexagonal stud 11; one end of the tension rod 5 is connected with the sleeve 2, and the other end is fixed on the force application device 6 through the fixing nut 8 and the backing plate 9, and the force application device 6 is connected with the reaction force support foot 7 , The reaction force support foot 7 is installed on the anchor pad 4 .
所述套筒2的内螺纹部位、张拉杆5在与套筒2连接部位、内六角螺柱11采用脱模剂处理。所述张拉杆5采用高强钢筋、精轧钢筋或高强螺杆。所述施力设备6为穿心式千斤顶。The internal thread part of the sleeve 2, the connection part of the tension rod 5 with the sleeve 2, and the hexagon socket head stud 11 are treated with a release agent. The tension rod 5 adopts high-strength steel bars, finished-rolled steel bars or high-strength screw rods. The force applying device 6 is a through-hole jack.
应当指出,对于本技术领域的普通技术人员来说,在不脱离本实用新型原理的前提下,还可以做出若干改进和润饰,这些改进和润饰也应视为本实用新型的保护范围。本实施例中未明确的各组成部分均可用现有技术加以实现。It should be pointed out that those skilled in the art can make some improvements and modifications without departing from the principle of the utility model, and these improvements and modifications should also be regarded as the protection scope of the utility model. All components that are not specified in this embodiment can be realized by existing technologies.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201420832150.4U CN204357005U (en) | 2014-12-24 | 2014-12-24 | Prestressed FRP rib tensioning and anchoring device |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104533018A (en) * | 2014-12-24 | 2015-04-22 | 南京工业大学 | Prestressed FRP rib tensioning and anchoring device |
| CN106337370A (en) * | 2016-09-29 | 2017-01-18 | 中铁大桥局第七工程有限公司 | Lifting rope tensioning device and implementation method thereof |
| CN106437181A (en) * | 2016-09-09 | 2017-02-22 | 国网江苏省电力公司经济技术研究院 | Splicing seam adjusting device for steel structure assembling |
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2014
- 2014-12-24 CN CN201420832150.4U patent/CN204357005U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104533018A (en) * | 2014-12-24 | 2015-04-22 | 南京工业大学 | Prestressed FRP rib tensioning and anchoring device |
| CN106437181A (en) * | 2016-09-09 | 2017-02-22 | 国网江苏省电力公司经济技术研究院 | Splicing seam adjusting device for steel structure assembling |
| CN106437181B (en) * | 2016-09-09 | 2019-04-02 | 国家电网公司 | Steel structure assembling adjusts device with piece |
| CN106337370A (en) * | 2016-09-29 | 2017-01-18 | 中铁大桥局第七工程有限公司 | Lifting rope tensioning device and implementation method thereof |
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Granted publication date: 20150527 Termination date: 20211224 |