CN110145045A - A position-limiting energy-dissipating structure and its construction method - Google Patents
A position-limiting energy-dissipating structure and its construction method Download PDFInfo
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- E—FIXED CONSTRUCTIONS
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- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
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- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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Abstract
本发明公开了一种限位耗能结构及其施工方法,限位耗能结构的内筒和外筒之间设置有多个在内筒和外筒的环腔内均布的耗能片,所述外筒通过第一连接钢板固定在横梁上,外筒的外壁上焊接有两块限位板,两块限位板各开设有两个限位孔,两个限位孔在外筒的轴线方向排列,所述内筒通过第二连接钢板固定在立柱上;所述驱动链包括三段第一链条和两段第二链条,限位孔为第一链条不能通过而第二链条能通过的孔;两段第二链条分别穿过两块限位板的一个限位孔,本发明限位耗能结构的施工方法,使用限位调节尺安装驱动链。本发明可增加结构的稳定性,提高结构的抗变形能力,减小地震对结构的破坏,本发明施工方法可精确控制驱动链的安装位置。
The invention discloses a position-limiting energy-dissipating structure and a construction method thereof. A plurality of energy-dissipating sheets uniformly distributed in ring cavities of the inner cylinder and the outer cylinder are arranged between the inner cylinder and the outer cylinder of the position-limiting energy-dissipating structure. The outer cylinder is fixed on the crossbeam through the first connecting steel plate. Two limiting plates are welded on the outer wall of the outer cylinder, and each of the two limiting plates is provided with two limiting holes. The two limiting holes are located on the axis of the outer cylinder. The inner cylinder is fixed on the column through the second connecting steel plate; the drive chain includes three sections of the first chain and two sections of the second chain, and the limit hole is that the first chain cannot pass through but the second chain can pass through hole; two sections of the second chain respectively pass through a limit hole of two limit plates, and the construction method of the limit energy dissipation structure of the present invention uses a limit adjustment ruler to install the drive chain. The invention can increase the stability of the structure, improve the anti-deformation ability of the structure, and reduce the damage to the structure caused by earthquakes. The construction method of the invention can accurately control the installation position of the driving chain.
Description
技术领域technical field
本发明涉及建筑防震技术领域,特别涉及一种限位耗能结构及其施工方法。The invention relates to the field of building anti-seismic technology, in particular to a position-limiting energy-dissipating structure and a construction method thereof.
背景技术Background technique
我国是一个多地震的国家,尤其近年来再加上人类的活动,使得我国地震发生的更加频繁。因此,在地震中结构的破坏也是愈发严重。地震的发生,人们无法控制,所以如何减少结构在地震中的破坏就显得尤为重要。地震过程中产生的能量并不是一次全部释放的,会有一股接一股的向外释放。因此,地震对结构的破坏是持续的,普通的结构之间的连接可能仅仅只能抵抗一次地震所释放的能量,却无法承受住地震的余能。所以,改善结构之间的连接方式,使其能持续抵抗地震所释放的能量显得尤为重要。my country is an earthquake-prone country, especially in recent years, coupled with human activities, making my country's earthquakes more frequent. Therefore, the damage of structures in earthquakes is also more and more serious. The occurrence of earthquakes cannot be controlled by people, so how to reduce the damage of structures in earthquakes is particularly important. The energy generated during the earthquake is not released all at once, but will be released one after another. Therefore, the damage to the structure caused by the earthquake is continuous, and the connection between ordinary structures may only resist the energy released by an earthquake, but cannot withstand the residual energy of the earthquake. Therefore, it is particularly important to improve the connection mode between structures so that they can continuously resist the energy released by earthquakes.
发明内容Contents of the invention
本发明要解决的技术问题是:本发明提供一种抗震性能好的限位耗能结构,本发明还提供一种上述限位耗能结构的施工方法。The technical problem to be solved by the present invention is: the present invention provides a position-limiting energy-dissipating structure with good seismic performance, and the present invention also provides a construction method of the above-mentioned position-limiting energy-dissipating structure.
为了解决上述技术问题,本发明限位耗能结构,包括立柱和横梁,在立柱和横梁的夹角处设置有限位耗能装置,所述的限位耗能装置包括滚筒和驱动链,立柱上高于滚筒的位置设置有定滑轮,横梁上固定有固定轴,固定轴和立柱分处在滚筒的两侧,固定轴上套有扭簧,所述滚筒包括内筒和外筒,内筒和外筒之间设置有多个在内筒和外筒的环腔内均布的耗能片,所述耗能片一端与内筒的外壁焊接,另一端与外筒的内壁焊接,耗能片的中间比两端窄;所述外筒通过第一连接钢板固定在横梁上,外筒的外壁上焊接有两块限位板,两块限位板夹角为90度,其中一块限位板水平焊接在外筒远离立柱的一侧上,另一块限位板竖直焊接在远离横梁一侧的外筒上,两块限位板各开设有两个限位孔,两个限位孔在外筒的轴线方向排列,限位孔的轴线垂直于外筒的轴线,所述内筒通过第二连接钢板固定在立柱上;所述驱动链包括三段第一链条和两段第二链条,三段第一链条和两段第二链条连接成一条线段链条,所有的第一链条相间隔,所有第二链条相间隔,限位孔为第一链条不能通过而第二链条能通过的孔;第一段第一链条的端点焊接在横梁上,两段第二链条分别穿过两块限位板的一个限位孔,第二段第一链条挂在定滑轮上,扭簧的两端分别与固定轴和第三段第一链条的末端固定连接,当立柱和横梁处于自然状态时,驱动链处于完全伸长的状态,扭簧处于自然状态。In order to solve the above-mentioned technical problems, the position-limiting energy-dissipating structure of the present invention includes a column and a beam, and a position-limiting energy-dissipating device is provided at the angle between the column and the beam. The position-limiting energy-dissipating device includes a roller and a drive chain, and A fixed pulley is set above the drum, and a fixed shaft is fixed on the beam. The fixed shaft and the column are located on both sides of the drum. The fixed shaft is covered with a torsion spring. A plurality of energy dissipation sheets uniformly distributed in the ring cavity of the inner cylinder and the outer cylinder are arranged between the outer cylinder, one end of the energy dissipation sheet is welded to the outer wall of the inner cylinder, and the other end is welded to the inner wall of the outer cylinder, the energy dissipation sheet The middle of the outer cylinder is narrower than the two ends; the outer cylinder is fixed on the beam through the first connecting steel plate, and two limiting plates are welded on the outer wall of the outer cylinder. The angle between the two limiting plates is 90 degrees, and one of the limiting plates It is welded horizontally on the side of the outer cylinder away from the column, and the other limit plate is welded vertically on the outer cylinder on the side away from the beam. The two limit plates are each provided with two limit holes, and the two limit holes are in the outer cylinder. The axis of the hole is arranged in the direction of the axis, the axis of the limit hole is perpendicular to the axis of the outer cylinder, and the inner cylinder is fixed on the column through the second connecting steel plate; the drive chain includes three sections of the first chain and two sections of the second chain, three sections The first chain and the two second chains are connected into a line segment chain, all the first chains are spaced apart, and all the second chains are spaced apart, and the limiting hole is a hole through which the first chain cannot pass but the second chain can pass; the first The end point of the first chain of the section is welded on the beam, and the two sections of the second chain pass through a limit hole of the two limit plates respectively, the first chain of the second section is hung on the fixed pulley, and the two ends of the torsion spring are respectively connected with the The shaft is fixedly connected to the end of the first chain of the third section. When the column and the crossbeam are in the natural state, the driving chain is in the fully extended state, and the torsion spring is in the natural state.
为了保护滚筒,第三段第一链条上远离固定轴的一端和第二段第一链条上远离固定轴的一端与最近的限位板的距离相等,前述距离为2-5mm。通过设置驱动链与限位板间的距离,使滚筒在梁和柱发生一定的变形时才启动耗能,能尽可能的保护滚筒耗能作用的发挥。In order to protect the drum, the distance between the end of the third section of the first chain away from the fixed shaft and the end of the second section of the first chain away from the fixed shaft from the nearest limit plate is equal, and the aforementioned distance is 2-5mm. By setting the distance between the drive chain and the limit plate, the roller starts to consume energy only when the beam and column are deformed to a certain extent, which can protect the energy consumption function of the roller as much as possible.
为了便于内筒的安装,外筒上开设有转动槽,当立柱和横梁处于自然状态时,第二连接钢板位于转动槽的中间,当外筒相对内筒转动时,转动槽中有第二连接钢板的活动空间。In order to facilitate the installation of the inner cylinder, a rotating groove is provided on the outer cylinder. When the column and the beam are in a natural state, the second connecting steel plate is located in the middle of the rotating groove. When the outer cylinder rotates relative to the inner cylinder, there is a second connection in the rotating groove. The activity space of the steel plate.
为了方便外筒的转动,第一连接钢板和第二连接钢板采用软钢。In order to facilitate the rotation of the outer cylinder, the first connecting steel plate and the second connecting steel plate are made of mild steel.
为了便于维护该限位耗能装置,定滑轮的外侧罩有固定箱,固定箱通过预埋螺栓固定在立柱上;固定轴的外侧罩有活动箱,活动箱通过预埋螺栓固定在横梁上。In order to facilitate the maintenance of the energy-limiting device, the outer side of the fixed pulley is covered with a fixed box, and the fixed box is fixed on the column through embedded bolts; the outer side of the fixed shaft is covered with a movable box, and the movable box is fixed on the beam through embedded bolts.
为了减少驱动链和外筒外壁之间的摩擦,在外筒上位于两块限位板之间焊接有滑动限位导轨,两段第二链条均与滑动限位导轨滑动连接。In order to reduce the friction between the drive chain and the outer wall of the outer cylinder, a sliding limit guide rail is welded between the two limit plates on the outer cylinder, and the two second chains are slidably connected with the sliding limit guide rail.
本发明限位耗能结构的施工方法,包括如下步骤:The construction method of the position-limiting energy-dissipating structure of the present invention comprises the following steps:
(1)安装滚筒,将焊接有两块限位板、第一连接钢板、第二连接钢板的滚筒焊接在横梁和立柱的夹角处,将定滑轮和固定箱安装在立柱上,将固定轴和活动箱安装在横梁上;(1) Install the roller, weld the roller welded with two limit plates, the first connecting steel plate and the second connecting steel plate to the angle between the beam and the column, install the fixed pulley and the fixed box on the column, and fix the shaft And the activity box is installed on the beam;
(2)使用限位调节尺安装驱动链,第一段第一链条的初始长度和第三段第一链条的初始长度均比实际所需的长度长,其它链条为设定长度,限位调节尺包括夹具和调节板,夹具为C型,夹具包括两块第一横板和侧板,两块第一横板相平行,侧板两端分别与两块第一横板连接,其中一块第一横板和侧板上分别开设有螺栓孔,调节板为L型板,调节板包括竖板和第二横板,竖板上开设有长条孔,第二横板上开设有U型调节槽,所述U型调节槽为第一链条不能通过而第二链条能通过的槽,竖板上的长条孔与侧板的螺栓孔通过调节螺栓连接,调节螺栓上设置有与调节螺栓转动连接的定位针,调节板的竖板上设有标尺;将第二链条分别穿过滑动限位导轨和两块限位板上的两个限位孔,将第二段第一链条挂在定滑轮上,将扭簧套在固定轴上,将扭簧一端焊接在固定轴上;将夹具插入与横梁平行的限位板上,限位板位于两块第一横板之间,取锁紧螺栓,将锁紧螺栓旋入第一横板上的螺栓孔使夹具固定在与横梁平行的限位板上,拧松调节螺栓使竖板处于活动状态,调节定位针至水平,调节竖板的位置使第二横板底面到与横梁平行的限位板的底面的距离达到设定的距离,拧紧调节螺栓,将与横梁平行的限位板下方的第二链条推到U型调节槽内,拉动第一段第一链条的首端,至第三段第一链条顶在U型调节槽上,至驱动链不能拉动为止,将第三段第一链条远离第二链条的一端与扭簧的另一端焊接,使第三段第一链条处于完全伸长状态,扭簧处于自然状态,将第一段第一链条远离第二链条的一端与横梁焊接,使驱动链处于完全伸长状态,剪掉第三段第一链条和第一段第一链条多余的部分,松动第一横板上的锁紧螺栓,将限位调节尺从限位板上拆下。(2) Use the limit adjustment ruler to install the drive chain. The initial length of the first chain in the first section and the initial length of the first chain in the third section are both longer than the actual required length. The other chains are the set lengths, and the limit adjustment The ruler includes a clamp and an adjustment plate. The clamp is C-shaped. The clamp includes two first horizontal plates and side plates. The two first horizontal plates are parallel to each other. A horizontal plate and a side plate are respectively provided with bolt holes, the adjustment plate is an L-shaped plate, the adjustment plate includes a vertical plate and a second horizontal plate, a long hole is opened on the vertical plate, and a U-shaped adjustment plate is opened on the second horizontal plate The U-shaped adjusting groove is a groove through which the first chain cannot pass but the second chain can pass. The long holes on the vertical plate and the bolt holes on the side plates are connected by adjusting bolts. The connected positioning pin and the vertical plate of the adjustment plate are provided with a scale; pass the second chain through the sliding limit guide rail and the two limit holes on the two limit plates respectively, and hang the second section of the first chain on the fixed plate. On the pulley, put the torsion spring on the fixed shaft, weld one end of the torsion spring to the fixed shaft; insert the clamp into the limit plate parallel to the beam, the limit plate is located between the two first horizontal plates, and lock it Bolt, screw the locking bolt into the bolt hole on the first horizontal plate to fix the fixture on the limit plate parallel to the beam, loosen the adjusting bolt to make the vertical plate active, adjust the positioning pin to the level, adjust the vertical plate position so that the distance from the bottom of the second cross plate to the bottom of the limit plate parallel to the cross beam reaches the set distance, tighten the adjusting bolt, and push the second chain under the limit plate parallel to the cross beam into the U-shaped adjustment groove, Pull the head end of the first chain of the first section until the first chain of the third section is on the U-shaped adjustment groove, and until the drive chain cannot be pulled, connect the end of the first chain of the third section away from the second chain to the torsion spring. Weld the other end so that the first chain of the third section is in a fully extended state, and the torsion spring is in a natural state. Weld the end of the first chain away from the second chain to the crossbeam so that the drive chain is in a fully extended state. Remove the redundant part of the first chain of the third section and the first section of the first chain, loosen the locking bolt on the first horizontal plate, and remove the limit adjustment ruler from the limit plate.
本发明的有益效果是:本发明限位耗能结构不仅可以很好的消耗地震一次释放的能量,还能持续吸收地震的余能,减少地震对横梁和立柱的破坏,增加横梁和立柱结构的稳定性,提高横梁和立柱的抗变形能力;本发明采用特别设计的限位调节尺来安装驱动链,可精确控制第二链条端点到限位板的距离;本发明结构简单,施工方便,性价比高。The beneficial effects of the present invention are: the position-limiting energy-dissipating structure of the present invention can not only consume the energy released by an earthquake well, but also continuously absorb the residual energy of the earthquake, reduce the damage to beams and columns caused by earthquakes, and increase the energy efficiency of beams and columns. Stability, improving the anti-deformation ability of beams and columns; the invention uses a specially designed limit adjustment ruler to install the drive chain, which can accurately control the distance from the second chain end point to the limit plate; the invention has simple structure, convenient construction, and cost-effective high.
附图说明Description of drawings
图1是本发明实施例一的限位耗能结构的结构示意图;Fig. 1 is a structural schematic diagram of a position-limiting energy-dissipating structure in Embodiment 1 of the present invention;
图2是本发明实施例一的滚筒的放大示意图;Figure 2 is an enlarged schematic view of the drum of Embodiment 1 of the present invention;
图3是本发明实施例一的滑动转槽的结构放大示意图;Fig. 3 is an enlarged schematic diagram of the structure of the sliding chute according to Embodiment 1 of the present invention;
图4是本发明实施例一的扭簧两端的结构放大示意图Figure 4 is an enlarged schematic view of the structure at both ends of the torsion spring in Embodiment 1 of the present invention
图5是本发明实施例一的限位调节尺的正视结构示意图;Fig. 5 is a schematic diagram of the front view structure of the limit adjustment ruler according to Embodiment 1 of the present invention;
图6是本发明实施例一的限位调节板上竖板的结构放大示意图;Fig. 6 is an enlarged schematic view of the structure of the vertical plate on the limit adjustment plate according to Embodiment 1 of the present invention;
图7是本发明实施例一的限位调节板上第二横板的结构放大示意图;Fig. 7 is an enlarged schematic diagram of the structure of the second horizontal plate on the limit adjustment plate according to the first embodiment of the present invention;
图8是本发明实施例二中滚筒的放大示意图;Figure 8 is an enlarged schematic view of the drum in Embodiment 2 of the present invention;
1-立柱;2-横梁;3-滚筒;4-驱动链;5-第一链条;6-第二链条;7-第二连接钢板;8-第一连接钢板;9-耗能片;10-外筒;11-内筒;12-限位板;13-滑动限位导轨;14-定滑轮;15-固定箱;16-固定轴;17-活动箱;18-限位孔;19-转动槽;20-扭簧;21-夹具;22-调节板;23-第一横板;24-侧板;25-第二横板;26-竖板;27-长条孔;28-标尺;29-定位针;30-U型调节孔。1-column; 2-beam; 3-roller; 4-drive chain; 5-first chain; 6-second chain; 7-second connecting steel plate; 8-first connecting steel plate; 9-energy dissipation sheet; 10 -outer cylinder; 11-inner cylinder; 12-limit plate; 13-sliding limit guide rail; 14-fixed pulley; 15-fixed box; 16-fixed shaft; 17-movable box; 18-limit hole; 19- Rotation slot; 20-torsion spring; 21-fixture; 22-adjusting plate; 23-first horizontal plate; 24-side plate; 25-second horizontal plate; 26-vertical plate; 27-long hole; 28-scale ; 29-location needle; 30-U-shaped adjustment hole.
具体实施方式Detailed ways
实施例一Embodiment one
如图1所示,一种限位耗能结构,包括立柱1和横梁2,在立柱1和横梁2的夹角处设置有限位耗能装置,该限位耗能装置包括滚筒3和驱动链4,立柱1上高于滚筒的位置设置有定滑轮14,定滑轮14的外侧罩有固定箱15,固定箱15通过预埋螺栓固定在立柱1上;横梁2上固定有固定轴16,固定轴16和立柱1分处在滚筒的两侧,固定轴16上套有扭簧20,所述固定轴16的外侧罩有活动箱17,活动箱17通过预埋螺栓固定在横梁2上。As shown in Figure 1, a position-limiting energy-dissipating structure includes a column 1 and a beam 2, and a position-limiting energy-dissipating device is provided at the angle between the column 1 and the beam 2, and the position-limiting energy-dissipating device includes a roller 3 and a drive chain 4. A fixed pulley 14 is provided on the column 1 higher than the drum, and the outer side of the fixed pulley 14 is covered with a fixed box 15. The fixed box 15 is fixed on the column 1 by embedded bolts; Axle 16 and column 1 are located on both sides of the drum, fixed axis 16 is covered with torsion spring 20, and the outer side of said fixed axis 16 is covered with movable box 17, and movable box 17 is fixed on the crossbeam 2 by embedded bolts.
滚筒包括内筒11和外筒10,内筒11和外筒10之间设置有多个在内筒和外筒的环腔内均布的耗能片9,耗能片9一端与内筒11的外壁焊接,另一端与外筒10的内壁焊接,耗能片9的中间比两端窄;外筒10通过第一连接钢板8固定在横梁2上,外筒10的外壁上焊接有两块限位板12,两块限位板12的夹角为90度,其中一块限位板12水平焊接在外筒10远离立柱1的一侧上,另一块限位板12竖直焊接在外筒10远离横梁2的一侧上,两块限位板12各开设有两个限位孔18,限位孔18的轴线均垂直于外筒10的轴线,每块限位板12上的两个限位孔18在外筒10的径向方向上排列,外筒10上位于两块限位板12之间焊接有滑动限位导轨13,两段第二链条6均与滑动限位导轨13滑动连接,如图2所示;内筒11通过第二连接钢板7固定在立柱1上;第一连接钢板和第二连接钢板采用软钢制作;如图3所示,外筒10上开设有转动槽19, 当立柱1和横梁2处于自然状态时,第二连接钢板7位于转动槽19的中间,当内筒11和外筒10发生转动时,转动槽19中有第二连接钢板7活动的空间。The drum includes an inner cylinder 11 and an outer cylinder 10. Between the inner cylinder 11 and the outer cylinder 10, a plurality of energy-dissipating sheets 9 are uniformly distributed in the ring cavity of the inner cylinder and the outer cylinder. The outer wall of the outer cylinder is welded, and the other end is welded with the inner wall of the outer cylinder 10. The middle of the energy dissipation sheet 9 is narrower than the two ends; the outer cylinder 10 is fixed on the beam 2 through the first connecting steel plate 8, and two Limiting plate 12, the angle between the two limiting plates 12 is 90 degrees, one of the limiting plates 12 is welded horizontally on the side of the outer cylinder 10 away from the column 1, and the other limiting plate 12 is welded vertically on the side of the outer cylinder 10 away from the column 1. On one side of the crossbeam 2, the two limiting plates 12 are respectively provided with two limiting holes 18, the axes of the limiting holes 18 are all perpendicular to the axis of the outer cylinder 10, and the two limiting holes 12 on each limiting plate 12 The holes 18 are arranged in the radial direction of the outer cylinder 10, and the outer cylinder 10 is welded with a sliding limit guide rail 13 between the two limit plates 12, and the two second chains 6 are slidably connected with the sliding limit guide rail 13, as As shown in Figure 2; the inner cylinder 11 is fixed on the column 1 through the second connecting steel plate 7; the first connecting steel plate and the second connecting steel plate are made of mild steel; as shown in Figure 3, the outer cylinder 10 is provided with a rotating groove 19, When the column 1 and the beam 2 are in the natural state, the second connecting steel plate 7 is located in the middle of the rotating groove 19, and when the inner cylinder 11 and the outer cylinder 10 rotate, there is room for the second connecting steel plate 7 to move in the rotating groove 19.
如图1所示,驱动链4包括三段第一链条5和两段第二链条6,三段第一链条5和两段第二链条6连接成一条线段链条,所有的第一链条5相间隔,所有第二链条6相间隔,限位孔18为第一链条5不能通过而第二链条6能通过的孔;第一段第一链条5的端点焊接在横梁2上,第一段第二链条6穿过两块限位板12上远离滚筒的限位孔18,第二段第一链条5挂在定滑轮14上,第二段第二链条6穿过两块限位板12上靠近滚筒的限位孔18;如图4所示,扭簧20的两端分别与固定轴16和第三段第一链条5的末端固定连接,当立柱1和横梁2处于自然状态时,驱动链4处于完全伸长的状态,扭簧20处于自然状态。As shown in Figure 1, the drive chain 4 includes three sections of the first chain 5 and two sections of the second chain 6, the three sections of the first chain 5 and the two sections of the second chain 6 are connected into a line chain, and all the first chains 5 are in phase interval, all the second chains 6 are spaced apart, and the limit hole 18 is a hole through which the first chain 5 cannot pass but the second chain 6 can pass; the end points of the first chain 5 of the first section are welded on the beam 2, the first section of the first chain The second chain 6 passes through the limit hole 18 away from the drum on the two limit plates 12, the first chain 5 of the second section is hung on the fixed pulley 14, and the second chain 6 of the second section passes through the two limit plates 12 The limit hole 18 close to the drum; as shown in Figure 4, the two ends of the torsion spring 20 are fixedly connected with the fixed shaft 16 and the end of the first chain 5 of the third section respectively, when the column 1 and the beam 2 are in the natural state, the drive The chain 4 is in a fully extended state, and the torsion spring 20 is in a natural state.
第三段第一链条5上远离固定轴16的一端和第二段第一链条5上远离固定轴16的一端与最近的限位板12的距离相等,前述距离为2-5mm。The distance between the end of the third segment of the first chain 5 away from the fixed shaft 16 and the end of the second segment of the first chain 5 far away from the fixed shaft 16 is equal to the distance from the nearest limit plate 12, and the aforementioned distance is 2-5 mm.
立柱和横梁处于自然状态是指:立柱1和横梁2不发生结构变形时的状态。The natural state of the column and the beam refers to the state when the column 1 and the beam 2 do not undergo structural deformation.
驱动链处于完全伸长状态是指:驱动链4处于不松弛的拉伸状态。The fully elongated state of the drive chain means that the drive chain 4 is in a stretched state without slack.
扭簧处于自然状态是指:扭簧20的两端均不受拉力作用。The natural state of the torsion spring means that both ends of the torsion spring 20 are not subjected to tension.
为了更清楚的理解该限位耗能结构的使用,本发明提供该限位耗能结构的施工方法,主要特别之处在于使用限位调节尺来确定驱动链4实际所需的长度及确定立柱1和横梁2处于自然状态时第一链条5和第二链条6的连接端距离限位板12的距离,具体包括如下步骤:In order to understand the use of the limit energy dissipation structure more clearly, the present invention provides the construction method of the limit energy dissipation structure, the main special feature is to use the limit adjustment ruler to determine the actual required length of the drive chain 4 and determine the column 1 and the crossbeam 2 are in the natural state, the distance between the connecting ends of the first chain 5 and the second chain 6 and the limit plate 12 specifically includes the following steps:
(1)安装滚筒,将焊接有两块限位板12、第一连接钢板8、第二连接钢板7的滚筒焊接在横梁2和立柱1的夹角处,将定滑轮14和固定箱15安装在立柱1上,将固定轴16和活动箱17安装在横梁2上;(1) Install the roller, weld the roller welded with two limit plates 12, the first connecting steel plate 8, and the second connecting steel plate 7 to the angle between the beam 2 and the column 1, and install the fixed pulley 14 and the fixed box 15 On the column 1, the fixed shaft 16 and the movable box 17 are installed on the beam 2;
(2)使用限位调节尺安装驱动链4,驱动链4的初始长度比实际所需的长度长,其它链条为设定长度;如图5所示,限位调节尺包括夹具21和调节板22,夹具21为C型,夹具包括两块第一横板23和侧板24,两块第一横板23相平行,其中一块第一横横板23和侧板24上分别开设有螺栓孔;调节板22为L型板,调节板包括竖板26和第二横板25,如图6所示,竖板26上开设有长条孔27,如图7所示,第二横板25上开设有U型调节槽30,所述U型调节槽30为第一链条5不能通过而第二链条6能通过的槽,竖板26与侧板24通过调节螺栓连接,调节螺栓穿过竖板26上的长条孔27和侧板24上的螺栓孔,调节螺栓上设置有与调节螺栓转动连接的定位针29,调节板22的竖板26上设有标尺28;将第二链条6分别穿过滑动限位导轨13和两块限位板12上的两个限位孔18,将第二段第一链条5挂在定滑轮14上,将扭簧20套在固定轴16上,将扭簧20一端焊接在固定轴16上;将夹具插入与横梁平行的限位板上12,限位板位12于两块第一横板23之间,取锁紧螺栓,将锁紧螺栓旋入第一横板23上的螺栓孔内,使夹具固定在与横梁平行的限位板12上,拧松调节螺栓使竖板26处于活动状态,调节定位针29至水平,移动竖板26使第二横板25底面到与横梁平行的限位板12的底面的距离达到设定的距离,拧紧调节螺栓,将与横梁平行的限位板12下方的第二链条6推到U型调节槽30内,拉动第一段第一链条5的首端,至第三段第一链条5顶在U型调节槽30的底面,至驱动链4不能拉动为止,将第三段第一链条5远离第二链条6的一端与扭簧20的另一端焊接,使第三段第一链条5处于完全伸长状态,扭簧20处于自然状态,将第一段第一链条5远离第二链条6的一端与横梁2焊接,使驱动链4处于完全伸长状态,此完全伸长状态不包含多余的驱动链4,剪掉第一段第一链条5和第三段第一链5条多余部分,松动第一横板23上的锁紧螺栓,将限位调节尺从与横梁平行的限位板12上拆下。(2) Use the limit adjustment ruler to install the drive chain 4. The initial length of the drive chain 4 is longer than the actual required length, and the other chains are the set lengths; as shown in Figure 5, the limit adjustment ruler includes a clamp 21 and an adjustment plate 22. The clamp 21 is C-shaped. The clamp includes two first horizontal plates 23 and side plates 24. The two first horizontal plates 23 are parallel to each other. One of the first horizontal plates 23 and the side plates 24 has bolt holes respectively. The adjustment plate 22 is an L-shaped plate, and the adjustment plate includes a vertical plate 26 and a second horizontal plate 25. As shown in Figure 6, the vertical plate 26 is provided with a strip hole 27, as shown in Figure 7, the second horizontal plate 25 There is a U-shaped adjustment groove 30 on the top, and the U-shaped adjustment groove 30 is a groove through which the first chain 5 cannot pass but the second chain 6 can pass. The vertical plate 26 and the side plate 24 are connected by adjusting bolts, and the adjusting bolts pass through the vertical The strip hole 27 on the plate 26 and the bolt hole on the side plate 24 are provided with a positioning pin 29 that is rotatably connected with the adjusting bolt, and a scale 28 is provided on the vertical plate 26 of the adjusting plate 22; the second chain 6 Respectively pass through the two limit holes 18 on the sliding limit guide rail 13 and the two limit plates 12, hang the second section of the first chain 5 on the fixed pulley 14, put the torsion spring 20 on the fixed shaft 16, Weld one end of the torsion spring 20 on the fixed shaft 16; insert the fixture into the limit plate 12 parallel to the beam, the limit plate 12 is between the two first transverse plates 23, take the locking bolt, and put the locking bolt Screw it into the bolt hole on the first horizontal plate 23, fix the fixture on the limit plate 12 parallel to the cross beam, loosen the adjusting bolts to make the vertical plate 26 in an active state, adjust the positioning pin 29 to the level, and move the vertical plate 26 Make the distance between the bottom surface of the second cross plate 25 and the bottom surface of the limit plate 12 parallel to the cross beam reach the set distance, tighten the adjusting bolt, and push the second chain 6 under the limit plate 12 parallel to the cross beam to the U-shaped adjustment In the slot 30, pull the head end of the first chain 5 of the first section until the first chain 5 of the third section is pushed against the bottom surface of the U-shaped adjustment groove 30, until the driving chain 4 cannot be pulled, the first chain 5 of the third section One end away from the second chain 6 is welded to the other end of the torsion spring 20, so that the third section of the first chain 5 is in a fully extended state, the torsion spring 20 is in a natural state, and the first section of the first chain 5 is kept away from the second chain 6 One end of one end is welded to the beam 2, so that the driving chain 4 is in a fully extended state, and this fully extended state does not include the redundant driving chain 4, and the first section of the first chain 5 and the third section of the first chain 5 are cut off. , Loosen the locking bolts on the first cross plate 23, and remove the limit adjustment ruler from the limit plate 12 parallel to the cross beam.
实施例二Embodiment two
如图8所示,本实施例与实施例一不同的是,所述外筒10的外壁上焊接有两块限位板12,两块限位板12的夹角为90度,其中一块限位板12水平焊接在外筒10远离立柱1的一侧上,另一块限位板12竖直焊接在外筒10远离横梁2的一侧上,两块限位板12各开设有两个限位孔18,两个限位孔18在外筒10的轴线方向排列,限位孔18的轴线平行于外筒10的轴线,两段第二链条6分别穿过两块限位板12的一个限位孔。As shown in Figure 8, the difference between this embodiment and the first embodiment is that two limiting plates 12 are welded on the outer wall of the outer cylinder 10, and the angle between the two limiting plates 12 is 90 degrees, and one of the limiting plates 12 The position plate 12 is welded horizontally on the side of the outer cylinder 10 away from the column 1, and the other limit plate 12 is welded vertically on the side of the outer cylinder 10 away from the beam 2, and each of the two limit plates 12 is provided with two limit holes 18. Two limit holes 18 are arranged in the axial direction of the outer cylinder 10, the axes of the limit holes 18 are parallel to the axis of the outer cylinder 10, and two sections of the second chain 6 respectively pass through one limit hole of the two limit plates 12 .
前述实施例中的滑动限位导轨13可以是多层设置有滚珠或辊子的保持架,保持架固定在外筒10上,第二链条6从两层滚珠或辊子的中间穿过。The sliding limit guide rail 13 in the foregoing embodiments can be a cage with multiple layers of balls or rollers, the cage is fixed on the outer cylinder 10, and the second chain 6 passes through the middle of the two layers of balls or rollers.
本发明限位耗能结构的工作原理:本发明限位耗能装置设置在立柱1和横梁2两侧的夹角处。地震发生,立柱1和横梁2之间的夹角变大时,扭簧20被拉伸,驱动链4变长,定滑轮14促使驱动链4转动,驱动链4的第一链条5与第二链条6的连接端不断靠近限位板12,到达限位板12时,由于第一链条5不能通过限位孔18,驱动链4就拉住限位板12,通过限位板12驱动外筒10转动,由于内筒11通过第二连接钢板7固定在立柱1上,外筒10和内筒11之间发生相对转动,外筒10和内筒11之间的耗能片9断裂,因此耗能片9吸收消耗地震释放的能量,当外筒10转动幅度较大时,第一连接钢板8和第二连接钢板7发生变形,甚至断裂,进一步吸收消耗地震释放的能量。地震结束后,可将破损的限位耗能装置在连接处拆卸,并安装新的限位耗能装置。The working principle of the position-limiting energy-dissipating structure of the present invention: the position-limiting energy-dissipating device of the present invention is arranged at the angle between the two sides of the column 1 and the beam 2 . When an earthquake occurs, when the angle between the column 1 and the crossbeam 2 becomes large, the torsion spring 20 is stretched, the drive chain 4 becomes longer, the fixed pulley 14 impels the drive chain 4 to rotate, and the first chain 5 of the drive chain 4 is connected to the second chain 4. The connecting end of the chain 6 keeps approaching the limit plate 12, and when it reaches the limit plate 12, since the first chain 5 cannot pass through the limit hole 18, the driving chain 4 pulls the limit plate 12, and drives the outer cylinder through the limit plate 12 10 rotation, because the inner cylinder 11 is fixed on the column 1 through the second connecting steel plate 7, relative rotation occurs between the outer cylinder 10 and the inner cylinder 11, and the energy dissipation sheet 9 between the outer cylinder 10 and the inner cylinder 11 breaks, so the energy consumption The energy sheet 9 absorbs and consumes the energy released by the earthquake. When the outer cylinder 10 rotates in a large range, the first connecting steel plate 8 and the second connecting steel plate 7 deform or even break, further absorbing and consuming the energy released by the earthquake. After the earthquake, the damaged energy-limiting device can be disassembled at the joint, and a new energy-limiting device can be installed.
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CN205857376U (en) * | 2016-06-27 | 2017-01-04 | 华东建筑设计研究院有限公司 | A kind of novel joint attachment means being applicable to prefabricated concrete structure |
CN106245971A (en) * | 2016-09-23 | 2016-12-21 | 上海堃熠工程减震科技有限公司 | A kind of cartridge type friction damper and loading method thereof |
Cited By (4)
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CN114355464A (en) * | 2021-07-30 | 2022-04-15 | 中国航空工业集团公司北京长城航空测控技术研究所 | A miniaturized integrated terahertz transmitting and receiving probe structure |
CN114355464B (en) * | 2021-07-30 | 2025-02-21 | 中国航空工业集团公司北京长城航空测控技术研究所 | A miniaturized integrated terahertz transmitting and receiving probe structure |
CN114150781A (en) * | 2021-11-08 | 2022-03-08 | 清华大学 | A rotary damper and an energy dissipation hinge node using the same |
CN114150781B (en) * | 2021-11-08 | 2023-08-11 | 清华大学 | Rotary damper and energy-consumption hinge joint adopting same |
Also Published As
Publication number | Publication date |
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CN107558787B (en) | 2019-06-28 |
CN107558787A (en) | 2018-01-09 |
CN110145045B (en) | 2020-08-28 |
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