CN205077877U - Unbonded prestressed tendon repeated tensioning device - Google Patents
Unbonded prestressed tendon repeated tensioning device Download PDFInfo
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- CN205077877U CN205077877U CN201520852117.2U CN201520852117U CN205077877U CN 205077877 U CN205077877 U CN 205077877U CN 201520852117 U CN201520852117 U CN 201520852117U CN 205077877 U CN205077877 U CN 205077877U
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Abstract
本实用新型公开了一种无粘结预应力筋重复张拉器,包括外套底座、外套、内套底座、内套以及连接器,本实用新型结构简单,连接器一端连接预留钢绞线,另一端连接加长钢绞线,外套与外套底座用于张拉时支撑千斤顶,使得张拉液压千斤顶可以对加长钢绞线施加张力以张拉预留钢绞线,内套与内套底座用于传递顶压时张拉液压千斤顶对原有工作夹片的顶撑力,各个部分协同工作,对过短的预留钢绞线进行二次张拉,同时节省了材料、提高了工作效率,对无粘结预应力框架的震后修复、加固起到积极的推动作用;本张拉器内设连接器,跟其他的张拉器相比具有工作长度短以及张拉器本身总长短的优点;本张拉器内外套分布明确,拆卸安装简单,便于操作,可重复使用。
The utility model discloses a repeat tensioner for unbonded prestressed tendons, which comprises an outer casing base, an outer casing, an inner casing base, an inner casing and a connector. The utility model has a simple structure, and one end of the connector is connected with a reserved steel strand. The other end is connected to the extended steel strand. The jacket and the base of the jacket are used to support the jack during tensioning, so that the tensioning hydraulic jack can apply tension to the extended steel strand to tension the reserved steel strand. The inner sleeve and the base of the inner sleeve are used for When transmitting the top pressure, the tensioning hydraulic jack supports the original working clip, and all parts work together to perform secondary tension on the too short reserved steel strand, saving materials and improving work efficiency at the same time. The post-earthquake repair and reinforcement of the non-bonded prestressed frame play a positive role in promoting; this tensioner has a connector inside, which has the advantages of short working length and short overall length of the tensioner itself compared with other tensioners; The inner and outer jackets of the tensioner are clearly distributed, easy to disassemble and install, easy to operate and reusable.
Description
技术领域technical field
本实用新型涉及混凝土建筑材料领域,具体涉及一种无粘结预应力筋重复张拉器。The utility model relates to the field of concrete building materials, in particular to an unbonded prestressed tendon repeat tensioner.
背景技术Background technique
几十年来国内外对预应力结构进行了大量的抗震性能和抗震设计方法的研究,取得了丰富的成果。应力框架分为无粘结与有粘结两种,无粘结就是钢绞线与混凝土没有粘结在一起,可以用在震后加固中进行二次张拉;有粘结就是张拉后钢绞线跟混凝土粘结在一起,震后无法再次张拉。无粘结应力框架中的无粘结预应力筋在张拉结束后锚固时,通常的做法是在锚具帽外保留40-50mm长的预留钢绞线,加上锚具帽的高度12mm左右,该预留钢绞线的可操作总长在50-62mm之间,而张拉液压千斤顶的工作要求长度为200mm以上,所以不满足张拉液压千斤顶对其进行直接张拉的条件,为进行重复张拉的要求,我们设计了专门针对无粘结预应力筋重复张拉的张拉器,以满足千斤顶对钢绞线重复张拉的要求。For decades, a large number of researches on the anti-seismic performance and anti-seismic design methods of prestressed structures have been carried out at home and abroad, and rich results have been obtained. Stress frames are divided into two types: unbonded and bonded. Unbonded means that the steel strands and concrete are not bonded together, which can be used for secondary tension in post-earthquake reinforcement; bonded means that the steel strands after tensioning The strands are bonded to the concrete and cannot be stretched again after an earthquake. When the unbonded prestressed tendon in the unbonded stress frame is anchored after the end of tension, the usual practice is to reserve a 40-50mm long reserved steel strand outside the anchor cap, plus the height of the anchor cap is 12mm Left and right, the operable total length of the reserved steel strand is between 50-62mm, and the working length of the tensioning hydraulic jack is more than 200mm, so it does not meet the conditions for direct tensioning of the tensioning hydraulic jack. To meet the requirements of repeated tensioning, we have designed a tensioner specially designed for repeated tensioning of unbonded prestressed tendons to meet the requirements of jacks for repeated tensioning of steel strands.
发明内容Contents of the invention
本实用新型要解决的技术问题是提供一种无粘结预应力筋重复张拉器,解决了现有技术预留钢绞线的可操作总长不满足张拉液压千斤顶对其进行直接张拉的问题。The technical problem to be solved by the utility model is to provide a non-bonding prestressed tendon repeat tensioner, which solves the problem that the operable total length of the steel strand reserved in the prior art does not meet the requirements of the tension hydraulic jack for direct tensioning. question.
本实用新型通过以下技术方案实现:The utility model is realized through the following technical solutions:
一种无粘结预应力筋重复张拉器,包括外套底座、外套、内套底座、内套以及连接器,所述外套底座的左端设有锚具让位槽,右端设有套身插入槽,锚具让位槽与套身插入槽之间设有隔板,该隔板上设有外套底座通孔,所述内套的左端设有连接器卡槽,其右端设有内套凸台,该内套凸台内设有内套通孔,所述外套的左端设有内套卡槽,其右端设有外套凸台,该外套凸台内设有外套通孔,所述外套底座卡于锚具上,预留钢绞线穿过外套底座通孔,套上内套底座后,由连接器将其与加长钢绞线相连,所述内套卡于连接器上,所述外套套于内套上,其左端与套身插入槽螺纹连接,加长钢绞线的右端穿过内套通孔。A non-bonding prestressed tendon repeat tensioner, including an outer casing base, an outer casing, an inner casing base, an inner casing and a connector, the left end of the outer casing base is provided with an anchor give way groove, and the right end is provided with a sleeve body insertion groove , There is a partition between the anchor give way groove and the casing insertion groove, the partition is provided with a through hole for the outer casing base, the left end of the inner casing is provided with a connector slot, and the right end is provided with an inner casing boss , the inner sleeve boss is provided with an inner sleeve through hole, the left end of the outer sleeve is provided with an inner sleeve card slot, and the right end is provided with an outer sleeve boss, the outer sleeve boss is provided with an outer sleeve through hole, and the outer sleeve base card On the anchorage, the steel strand is reserved to pass through the through hole of the outer base, and after being put on the base of the inner sleeve, it is connected with the extended steel strand by a connector. The inner sleeve is stuck on the connector, and the outer sleeve On the inner sleeve, its left end is threadedly connected with the insertion groove of the sleeve body, and the right end of the extended steel strand passes through the through hole of the inner sleeve.
本实用新型进一步改进方案是,所述连接器包括连接器锚具、连接器夹片以及连接器外套,所述连接器外套的两端设有螺纹孔,其两端分别与连接器锚具螺纹连接,其中,位于左端的连接器锚具通过连接器夹片夹紧预留钢绞线,位于右端的连接器锚具通过连接器夹片夹紧加长钢绞线。The further improvement of the utility model is that the connector includes a connector anchor, a connector clip and a connector jacket, and the two ends of the connector jacket are provided with threaded holes, and the two ends are respectively threaded with the connector anchor. Connection, wherein the connector anchor at the left end clamps the reserved steel strand through the connector clip, and the connector anchor at the right end clamps the extended steel strand through the connector clip.
本实用新型更进一步改进方案是,所述内套底座的左端设有底座凸台,其右端设有底座卡槽,底座凸台与底座卡槽通过第二凸台连接,该第二凸台上连接有弹簧,所述底座凸台上设有底座通孔,所述内套底座的长度为27mm。The further improvement of the utility model is that the left end of the inner sleeve base is provided with a base boss, and the right end is provided with a base slot, and the base boss and the base slot are connected through a second boss, and the second boss is A spring is connected, the base boss is provided with a base through hole, and the length of the inner sleeve base is 27 mm.
本实用新型更进一步改进方案是,所述内套凸台穿过外套通孔,该内套凸台的长度为50mm,所述内套的总长度为303mm。The further improvement of the utility model is that the boss of the inner sleeve passes through the through hole of the outer jacket, the length of the boss of the inner sleeve is 50 mm, and the total length of the inner sleeve is 303 mm.
本实用新型更进一步改进方案是,所述外套凸台的长度为20mm,所述外套的总长度为330mm,所述外套底座的总长度为88mm,其中,锚具让位槽的深度为48mm。The further improvement of the utility model is that the length of the boss of the jacket is 20 mm, the total length of the jacket is 330 mm, the total length of the base of the jacket is 88 mm, and the depth of the anchorage relief groove is 48 mm.
本实用新型与现有技术相比,具有如下优点:Compared with the prior art, the utility model has the following advantages:
1、本实用新型结构简单,连接器一端连接预留钢绞线,另一端连接加长钢绞线,外套与外套底座用于张拉时支撑千斤顶,使得张拉液压千斤顶可以对加长钢绞线施加张力以张拉预留钢绞线,内套与内套底座用于传递顶压时张拉液压千斤顶对原有工作夹片的顶撑力,各个部分协同工作,对过短的预留钢绞线进行二次张拉,同时节省了材料、提高了工作效率,对无粘结预应力框架的的震后修复、加固起到积极的推动作用;1. The structure of the utility model is simple. One end of the connector is connected to the reserved steel strand, and the other end is connected to the extended steel strand. The jacket and the jacket base are used to support the jack during tension, so that the tensioning hydraulic jack can apply force to the extended steel strand. The tension is based on tensioning the reserved steel strands. The inner sleeve and the base of the inner sleeve are used to transmit the supporting force of the tensioning hydraulic jack on the original working clip when the top pressure is applied. Secondary tensioning of wires, while saving materials and improving work efficiency, it plays a positive role in promoting the post-earthquake repair and reinforcement of unbonded prestressed frames;
2、本张拉器内设连接器,跟其他的张拉器相比具有工作长度短以及张拉器本身总长短的优点;2. There is a connector inside the tensioner, which has the advantages of short working length and the total length of the tensioner itself compared with other tensioners;
3、本张拉器内外套分布明确,拆卸安装简单,便于操作,可重复使用。3. The inner and outer jackets of the tensioner are clearly distributed, easy to disassemble and install, easy to operate, and reusable.
下面结合附图和实施例对本实用新型做进一步的说明。Below in conjunction with accompanying drawing and embodiment the utility model is described further.
附图说明Description of drawings
图1为本实用新型的结构示意图。Fig. 1 is the structural representation of the utility model.
图2为外套底座、外套、内套底座以及内套的示意图。Fig. 2 is a schematic diagram of the base of the outer cover, the outer cover, the base of the inner cover and the inner cover.
图3为连接器的示意图。Figure 3 is a schematic diagram of the connector.
具体实施方式detailed description
如图1、图2以及图3所示,本实用新型包括外套底座1、外套4、内套底座3、内套5以及连接器01,所述外套底座1的左端设有锚具让位槽11,右端设有套身插入槽13,锚具让位槽11与套身插入槽13之间设有隔板,该隔板上设有外套底座通孔12,所述内套5的左端设有连接器卡槽51,其右端设有内套凸台52,该内套凸台52内设有内套通孔53,所述外套4的左端设有内套卡槽41,其右端设有外套凸台42,该外套凸台42内设有外套通孔43,所述外套底座1卡于锚具102上,预留钢绞线10穿过外套底座通孔12,套上内套底座3后,由连接器01将其与加长钢绞线6相连,所述内套5卡于连接器01上,所述外套4套于内套5上,其左端与套身插入槽13螺纹连接,加长钢绞线6的右端穿过内套通孔53,所述连接器01包括连接器锚具7、连接器夹片8以及连接器外套9,所述连接器外套9的两端设有螺纹孔,其两端分别与连接器锚具7螺纹连接,其中,位于左端的连接器锚具7通过连接器夹片8夹紧预留钢绞线10,位于右端的连接器锚具7通过连接器夹片8夹紧加长钢绞线6,所述内套底座3的左端设有底座凸台31,其右端设有底座卡槽34,底座凸台31与底座卡槽34通过第二凸台32连接,该第二凸台32上连接有弹簧2,所述底座凸台31上设有底座通孔33,所述内套底座3的长度为27mm,所述内套凸台52穿过外套通孔43,该内套凸台52的长度为50mm,所述内套5的总长度为303mm,所述外套凸台42的长度为20mm,所述外套4的总长度为330mm,所述外套底座1的总长度为88mm,其中,锚具让位槽11的深度为48mm。As shown in Fig. 1, Fig. 2 and Fig. 3, the utility model includes an outer casing base 1, an outer casing 4, an inner casing base 3, an inner casing 5 and a connector 01, and the left end of the outer casing base 1 is provided with an anchor give way groove 11. The right end is provided with a sleeve body insertion groove 13, and a partition is provided between the anchorage relief groove 11 and the sleeve body insertion groove 13. The partition board is provided with an outer cover base through hole 12, and the left end of the inner sleeve 5 is provided with a There is a connector slot 51, the right end of which is provided with an inner sleeve boss 52, the inner sleeve boss 52 is provided with an inner sleeve through hole 53, the left end of the outer cover 4 is provided with an inner sleeve slot 41, and the right end is provided with The overcoat boss 42 is provided with an overcoat through hole 43 inside the overcoat boss 42. The overcoat base 1 is stuck on the anchorage 102, and the reserved steel strand 10 passes through the through hole 12 of the overcoat base, and the inner cover base 3 is put on. Finally, it is connected with the lengthened steel strand 6 by the connector 01, the inner sleeve 5 is stuck on the connector 01, the outer sleeve 4 is placed on the inner sleeve 5, and its left end is threadedly connected with the sleeve body insertion groove 13, The right end of the lengthened steel strand 6 passes through the inner sleeve through hole 53, and the connector 01 includes a connector anchor 7, a connector clip 8 and a connector jacket 9, and the two ends of the connector jacket 9 are provided with threads The two ends of the hole are respectively threaded with the connector anchor 7, wherein the connector anchor 7 at the left end clamps the reserved steel strand 10 through the connector clip 8, and the connector anchor 7 at the right end is connected The device clip 8 clamps the lengthened steel strand 6, the left end of the inner sleeve base 3 is provided with a base boss 31, and its right end is provided with a base slot 34, and the base boss 31 and the base slot 34 pass through the second boss 32, the second boss 32 is connected with a spring 2, the base boss 31 is provided with a base through hole 33, the length of the inner sleeve base 3 is 27mm, and the inner sleeve boss 52 passes through the outer sleeve Through hole 43, the length of the inner cover boss 52 is 50mm, the total length of the inner cover 5 is 303mm, the length of the outer cover boss 42 is 20mm, the total length of the outer cover 4 is 330mm, and the outer cover 4 has a total length of 330mm. The total length of the base 1 is 88mm, wherein the depth of the anchorage relief groove 11 is 48mm.
卸下原有锚具102的锚具帽后将无粘结预应力筋重复张拉器的外套底座1和内套底座3依次套于预留钢绞线10上,外套底座1由锚具垫板103与原有锚具102进行定位,将加长钢绞线6和预留钢绞线10用张拉器内置的连接器01连接,再依次套上内套5、外套4,张拉液压千斤顶顶住外套4右端的外套凸台42对加长钢绞线6施加张力以张拉预留钢绞线10,张拉完毕后张拉液压千斤顶进行顶压,内套与内套底座用于传递张拉液压千斤顶对原有工作夹片101的顶撑力,原有工作夹片101被顶到合适位置后顶压结束,卸下张拉液压千斤顶和张拉器,拧紧锚具帽,张拉完毕。各个部分协同工作,对过短的预留钢绞线进行二次张拉,同时节省了材料、提高了工作效率,对无粘结预应力框架的的震后修复、加固起到积极的推动作用;本张拉器内设连接器01,跟其他的张拉器相比具有工作长度短以及张拉器本身总长短的优点;本张拉器内外套分布明确,拆卸安装简单,便于操作,可重复使用。After removing the anchor cap of the original anchor 102, put the outer base 1 and inner base 3 of the unbonded prestressed tendon repeat tensioner on the reserved steel strand 10 in turn, and the outer base 1 is covered by the anchor pad The plate 103 is positioned with the original anchorage 102, and the extended steel strand 6 and the reserved steel strand 10 are connected with the connector 01 built in the tensioner, and then the inner sleeve 5 and the outer sleeve 4 are put on in sequence, and the hydraulic jack is tensioned. The overcoat boss 42 that withstands the right end of the overcoat 4 applies tension to the lengthened steel strand 6 to tension the reserved steel strand 10. After the tension is completed, the tension hydraulic jack carries out top pressure, and the inner sleeve and the inner sleeve base are used to transfer tension. Pull the supporting force of the hydraulic jack on the original working clip 101. After the original working clip 101 is pushed to the proper position, the pressing is completed. Remove the tensioning hydraulic jack and tensioner, tighten the anchor cap, and the tensioning is completed. . All parts work together to carry out secondary tensioning on the too short reserved steel strands, which saves materials and improves work efficiency, and plays a positive role in promoting the post-earthquake repair and reinforcement of unbonded prestressed frames ;There is a connector 01 inside this tensioner. Compared with other tensioners, it has the advantages of short working length and the total length of the tensioner itself; reuse.
应当指出的是,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。It should be pointed out that for those skilled in the art, without departing from the principle of the utility model, some improvements and modifications can also be made, and these improvements and modifications should also be regarded as the scope of protection of the utility model .
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| CN201520852117.2U CN205077877U (en) | 2015-10-30 | 2015-10-30 | Unbonded prestressed tendon repeated tensioning device |
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| CN205077877U true CN205077877U (en) | 2016-03-09 |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106224319A (en) * | 2016-08-26 | 2016-12-14 | 扬州市振东电力器材有限公司 | By-pass type hydraulic line tightening oil cylinder |
| CN107482533A (en) * | 2017-08-18 | 2017-12-15 | 河南送变电建设有限公司 | A high-altitude steel cable type hydraulic tensioning device for transmission lines |
| CN107829389A (en) * | 2017-11-08 | 2018-03-23 | 王筱文 | A kind of attachment means of wirerope |
| CN108360822A (en) * | 2018-03-19 | 2018-08-03 | 山东省建筑科学研究院 | A kind of stress mornitoring and tensioning clamping device |
| CN109653531A (en) * | 2019-01-24 | 2019-04-19 | 中冶建筑研究总院有限公司 | A kind of external prestressing steel strand connector and mating tensioning equipment |
| CN112878202A (en) * | 2021-01-25 | 2021-06-01 | 中国铁建港航局集团有限公司 | Steel strand releasing and tensioning auxiliary tool and prestressed steel strand releasing and tensioning method |
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2015
- 2015-10-30 CN CN201520852117.2U patent/CN205077877U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106224319A (en) * | 2016-08-26 | 2016-12-14 | 扬州市振东电力器材有限公司 | By-pass type hydraulic line tightening oil cylinder |
| CN107482533A (en) * | 2017-08-18 | 2017-12-15 | 河南送变电建设有限公司 | A high-altitude steel cable type hydraulic tensioning device for transmission lines |
| CN107829389A (en) * | 2017-11-08 | 2018-03-23 | 王筱文 | A kind of attachment means of wirerope |
| CN108360822A (en) * | 2018-03-19 | 2018-08-03 | 山东省建筑科学研究院 | A kind of stress mornitoring and tensioning clamping device |
| CN109653531A (en) * | 2019-01-24 | 2019-04-19 | 中冶建筑研究总院有限公司 | A kind of external prestressing steel strand connector and mating tensioning equipment |
| CN109653531B (en) * | 2019-01-24 | 2024-02-09 | 中冶建筑研究总院有限公司 | External prestress steel strand connector and matched tensioning device |
| CN112878202A (en) * | 2021-01-25 | 2021-06-01 | 中国铁建港航局集团有限公司 | Steel strand releasing and tensioning auxiliary tool and prestressed steel strand releasing and tensioning method |
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Granted publication date: 20160309 Termination date: 20161030 |