TW495576B - Structure and method for mounting viscous quake damping wall - Google Patents
Structure and method for mounting viscous quake damping wall Download PDFInfo
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- TW495576B TW495576B TW88115121A TW88115121A TW495576B TW 495576 B TW495576 B TW 495576B TW 88115121 A TW88115121 A TW 88115121A TW 88115121 A TW88115121 A TW 88115121A TW 495576 B TW495576 B TW 495576B
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495576 五、發明說明α) 技術領域 本發明乃有關黏性系制震壁之裝設構造及其裝設方法， 特別是關於改良與本體構造之裝設構造，不但連接結構十 分的簡潔且具有充分的耐力，且可以低廉之成本來製造之 黏性系制震壁的裝設構造及其裝設方法。 技術背景495576 V. Description of the invention α) TECHNICAL FIELD The present invention relates to an installation structure and an installation method of a viscous seismic wall, and particularly to an improvement and an installation structure of a main body structure. Not only the connection structure is very simple and sufficient. The installation structure and the installation method of the viscous system seismic wall which can be manufactured at low cost and can be manufactured at low cost. technical background
為提高建築構造物之制震安全性，改善受風或其他動態 之外力影響時之構造物的居住性能，長久以來便一真在檢 討如何提高建築物的減衰性能。而作為其具體解決方法之 粘性系制震壁已被實用化，近年來其被採用的案例更是有 增加的傾向。 粘性系制震壁，乃將放置在基版上之鋼製側版，及其兩 側之凸)緣版所構成之上方開口=的箱型體，與下層之樑一體 •化成型，接著在其中***與上嗨樑一體化之中間版'，此二 者之間，則依規定之厚度填入粘性體或粘彈性體。In order to improve the seismic safety of building structures and improve the living performance of structures when they are affected by wind or other dynamic external forces, it has been a long time sincerely examining how to improve the attenuation performance of buildings. As a concrete solution, the viscous vibration-damping wall has been put into practical use. In recent years, the number of cases in which it has been adopted is increasing. The viscous damping wall is a box-shaped body with an upper opening = formed by a steel side plate placed on the base plate and the convex plates on both sides of the edge plate, integrated with the lower beam, and then formed in Among them, the intermediate version integrated with the upper beam is inserted, and in between, the viscous or viscoelastic body is filled in according to the prescribed thickness.
^等制震壁裝入建築物内之後，必須使其與本體構造相互 接合。但目前之使粘性系制震壁與構造物本身相互接合的 接合金屬零件，具有許多的肋筋版，而使得接合部分變的 相當複雜，這也是使成本提高的原因之一。 在此藉由圖7，來說明既有的粘性系制震/壁與構造本體 的接合。構成制震壁3 0之箱型體3 1的基底平版3 2，被以螺 栓固定在下層大樑33上之加高用金屬具34的凸緣上，制震 壁中間版3 5之前端熔接著有頂版3 6，然後再以螺栓固定在 上層大樑37上的裝設用金屬具38之凸緣面上。^ After the seismic wall is installed in the building, it must be joined to the body structure. However, at present, the joining metal parts that make the viscous vibration-damping wall and the structure itself have many ribbed plates, and the joining part becomes quite complicated, which is one of the reasons for increasing the cost. Here, the connection between the existing viscous damping / wall and the structural body will be described with reference to FIG. 7. The base lithographic plate 3 2 constituting the box-shaped body 3 1 of the damping wall 30 is bolted to the flange of the heightening metal tool 34 on the lower beam 33, and the front end of the intermediate plate 3 5 of the damping wall is welded together. There is a top plate 36, and then bolted to the flange surface of the mounting metal tool 38 on the upper beam 37.
第4頁 495576 五、發明說明（2) ------- 當制震壁3 0於此一狀態之下*受著φ外力所引起之水 力時’在上下端的頂版及基版上會因負擔著剪斷力而 力矩。 玍 作用於接合部的應力.，一方面以水平方向之剪力的型 作用於接合面的螺栓，一方面會因彎矩而使得接合面之= 检處發生垂直方向的軸力’此會於制震壁3〇的邊緣部份米 成廣泛的分佈。結果’水平方向上配置著的具螺栓孔的頂 版36及基版32上將產生巨大的彎矩應力，而因此對於各個 平版也必須要施予相對的措施。 - 其結果’如圖所示，將會在基版32、頂版36及與它們相 對應之加高用金屬具34、裝設用金屬具38之上，設置許多 垂直方向的肋筋版3 9、4 0，特別是會在制震壁邊緣部份施 予極多:’的補強，故不但造成锋高的成本，也妨礙了與襟垂 直相交部材之接合或設備套管-貫通孔處。 ㈢由於構造物減衰性能之增加，會與所配置之制震壁的數 里成正比，故一般會希望採用越多越好。但此裝備所需之 成本’又會與所使用之數量成比例，因而要降低制震=工 法的成本且又不會對其他的施工作業造成不良的塑， 成為一重要的課題。 •'… 、2解決此一問題，有〆個提案，乃是採取將上下凸緣部 份全部拆除之工法。（參照特開平1 0 -46 8 65號） ° 圖所示’此一提案乃裝设欲固定於上層側樑下告Page 4 495576 V. Description of the invention (2) ------- When the damping wall 30 is in this state * under the hydraulic force caused by φ external force 'on the top and bottom plates of the upper and lower ends Torque due to the shearing force.应力 The stress acting on the joint. On the one hand, the bolts acting on the joint surface with a horizontal shear force type, on the other hand, due to the bending moment, the joint surface = the axial force in the vertical direction at the inspection. The edge portion of the damping wall 30 is widely distributed. As a result, the top plate 36 and the base plate 32 with bolt holes arranged in the horizontal direction will generate a huge bending moment stress. Therefore, it is necessary to apply a corresponding measure to each plate. -As a result, as shown in the figure, a plurality of ribbed plates 3 in the vertical direction will be provided on the base plate 32, the top plate 36, and the corresponding height metal tools 34 and installation metal tools 38. 9, 40, especially at the edge of the vibration-damping wall: 'reinforcement', so it not only causes the high cost of the front, but also hinders the joints of the materials that intersect perpendicularly with the lapel or the equipment casing-through hole . ㈢ As the attenuation reduction of the structure is increased, it will be proportional to the number of seismic walls configured, so it is generally desirable to use as many as possible. However, the cost of this equipment will be proportional to the quantity used. Therefore, it is an important issue to reduce the cost of vibration = construction method without causing bad plasticity to other construction operations. • '..., 2 To solve this problem, there is a proposal to adopt a method of removing all the upper and lower flanges. (Refer to JP-A-1 0-46 8 65) ° As shown in the picture, this proposal is to be installed under the upper side beam
Ml% R Π JL· 的内牆鋼版5 1或與補強此處之部份同厚度的螺栓固定 用鋼版52 ’接著在其正下方配置制震壁内牆鋼版”，並於 495576 五、發明說明（3) 其兩側配置螺栓固定用附加版53、53 >最後列以古 检5 4固定住此3片鋼版使其呈—體化。 阿強度螺 此外在下層方面，將螺拴固定用下部鋼版“熔 壁鋼版55之下，在下層側樑上裝設與螺栓 卩铜畏 56同樣厚度的鋼版57，使其與上側相同能―：】：一鋼版 =所敘’排除了於上下各處以凸緣接：構造 作以及固定部份簡易化，因此=本身的製 制震壁施工法所需之成本。-主張精此可大大，削減 裝=案，壁所採取的構造/乃特別在制震壁本身 補i部Γ固ί::部鋼版，i同時在内牆鋼版處裝設上部 法.而”、、接合之目的所使用的高強度螺栓摩捧接合 用了於制震壁之邊表處設置數個螺检之構造。對 脾鋼壁所發生的力矩而言'螺栓固定用下部鋼版及内 ::::必須要同時能夠承受剪力及拉力，而這些構成則 禮你一，求下的必然之結果，另外螺栓固定用下部鋼版可 +辟疋&度以上的厚度，和往昔所使用的比較的話，制 展垄本身之成本並無太大的變化。 立另j卜有關制震壁的處理安置等，因其構造無法自行站 對於在搬運、保管及現場裝設等狀況下之安全性及作 業=有必要施予特別的安排。 f ^明之目的’即欲提供一種粘性系制震壁之裝設構造 ^叹、法’其可改良於構造本體裝設粘性系制震壁時之 σ構造’使其簡單而具有足夠的耐力，立能以低價製Ml% R Π JL · 's steel plate for interior wall 5 1 or steel plate for bolting 52' with the same thickness as the part reinforced here, and then the steel plate for the interior wall of the shock-absorbing wall is arranged below it, 3. Description of the invention (3) Additional plates 53 and 53 for bolt fixing are arranged on both sides. The last column is fixed with ancient inspection 5 4 to fix these 3 steel plates to form a solid body. Below the lower steel plate “bolt wall steel plate 55 for bolt fixing”, a steel plate 57 with the same thickness as the bolt 卩 Tongying 56 is installed on the lower side beam to make it have the same energy as the upper side ―:】: a steel plate = The 'excluded' rule excludes flange joints on top and bottom: simplification of the construction and fixing parts, so = the cost of the construction method of the seismic wall itself. -It is advocated that this can be greatly reduced, and the structure of the wall is adopted. The structure of the wall is specially supplemented by the part of the seismic wall itself. The solid steel plate is installed at the same time as the upper wall. And ", the high-strength bolt friction joint used for the purpose of the joint is used in the structure of the side wall of the vibration damping wall with several screw inspection structure. For the moment occurred in the spleen steel wall, 'the lower part for bolt fixing And inside :::: must be able to withstand shear and tensile forces at the same time, and these constitutions are for you to seek the inevitable results. In addition, the lower steel plate for bolting can be + thicker than the thickness, Compared with the previous use, the cost of manufacturing exhibition ridges has not changed much. Since the construction and installation of the seismic wall cannot be done by itself, due to its structure, it cannot stand on its own for handling, storage, and on-site installation. Safety and operation under the conditions = Special arrangements are necessary. F ^ The purpose of clarification is to provide an installation structure of a viscous system for making shock walls. The σ structure at the time of the earthquake wall makes it simple and has sufficient endurance. Can be made at a low price
495576 五、發明說明（4) 造。 發明之揭示 依本發明之粘性系制震壁裝設構造，其具有的特徵，基 本上乃在基版上豎立起銅製侧版，並於其兩側配置凸緣 版’使其成上端開放之箱型體，於此箱型體中***中間 版’空隙處則填入點性體或粘彈性體構成一粘性系制震 壁’裝設時於下層樑之凸緣處設置基版接合孔及凸緣接合 版並將基版及凸緣接合版與此接合，之後將中間崞直接 於裝設於上層樑凸緣處之補強版上。具體上來說，在 “Ϊί凸ΐ處設置加高用金屬*，再製作基版接合孔及 摩捧而接凸= 合，乃;為高強度螺栓;面強版版之直接接 度螺检2面皋擦接合，使用連結版之高強 藉上述之構造，將不•要/用：特徵。 的頂版、樓架及補強於制震壁施工法中各部分 及螺栓之數量，並因复!! 謀求減低基版之厚度 可提升工鋥轧夠不罪外力而安定地站立，故亦 』捉升工私的女全性以及作業性。 此外，本發明之粘性♦ 从 基版接合孔及凸緣接合版办裝設方法，是裝置具有 間版的補強版接合著，並同時^ f，^著，不僅與具有中 使粘性系制震壁一體化之上目型體以臨時吊件安置於 版及凸緣版以高強度螺；二二所疋之位置，並在將基 及凸緣接合版之後，即撤去=士合於下層樑之基版接合孔 町巾件，廷一特徵，使其處495576 V. Description of Invention (4) Manufacturing. Disclosure of the Invention According to the viscous system-made seismic wall installation structure of the present invention, its characteristics are basically that a copper side plate is erected on the base plate, and flange plates are arranged on both sides of the base plate to make the upper end open. A box-shaped body, in which the intermediate plate is inserted into the gap of the intermediate plate, and a point body or a viscoelastic body is filled to form a viscous vibration-damping wall. During installation, a base plate joint hole is provided at the flange of the lower beam and The flange joint plate joins the base plate and the flange joint plate with this, and then the middle cymbal is directly on the reinforcing plate installed at the flange of the upper beam. Specifically, a metal for heightening is provided at the “ΐίΐ” position, and then a base plate joint hole and a bumper are made to be convex. It is a high-strength bolt; a direct-connection screw inspection of the surface-strength version 2 The surface is rubbed and bonded. Using the high-strength version of the linked version to borrow the above-mentioned structure, it will not be required / used: Features. The top plate, floor frame and the number of parts and bolts in the seismic wall construction method are reinforced, and due to complex! Trying to reduce the thickness of the base plate can improve the worker's standability without violating external forces. Therefore, it also captures the femininity and workability of private workers. In addition, the viscosity of the present invention The installation method of the edge joint plate is that the device has a reinforced plate with an intermediate plate, and at the same time ^ f, ^, it is not only integrated with the middle-viscosity shock-absorbing wall, the upper body is placed on a temporary hanger. The high-strength screw is used for the plate and flange plate. After the base and flange are joined to the plate, it is removed = the base plate joined by Shihe on the lower beam is connected to the Kongcho towel. Where
苐7頁 495576 五、發明說明（5) 理過程簡單容易，除了能防止粘性系材料的剪斷變形之 外，也可防止制震壁的可動化。 依本發明之粘性系制震壁裝置構造，其具有的特徵，基 本上乃在基版上豎立起鋼製側版，並於其兩側配置凸緣 版，使其成上端開放之箱型體，於此箱型體中***中間 版，空隙處則填入粘性體或粘彈性體構成一粘性系制震 壁，裝設時於下層樑之凸緣處設置基版接合孔及凸緣接合 版，並將基版及凸緣接合版與此接合，之後將中間版直接 接合於裝設於上層樑凸緣處之補強版上。因其具有此一特 徵，所以將不需要使用於制震壁施工法中各處之頂版、撐 架及補強用肋筋版等，而具有減低基版之厚度及螺栓之數 量等降低成本之效果，此外並因其能夠不靠外力安定地站 立，故亦具有提升工程的安笔铁以及作業性的效果。 此外，本發明之粘性系制震:壁的裝設方法，是裝置具有 基版接合孔及凸緣接合版之下層樑，接著，不僅與具有中 間版的補強版接合著，並同時將箱型體以臨時吊件安置於 使粘性系制震壁一體化之上層樑上所·定之位置，並在將基 版及凸緣版以高強度螺栓摩擦接合於下層樑之基版接合孔 及凸緣接合版之後，即撤去臨時吊件，這一特徵，使其處 理過程簡單容易，除了能防止粘性系材料的剪斷變形之 外，也具有防止制震壁之可動化的效果。 以下，將依照圖面，來說明本發明之具體實例。 圖面之簡單說明 圖1，為本發明之粘性系制震壁裝設於本體構造時之狀苐 Page 7 495576 V. Description of the invention (5) The process is simple and easy. In addition to preventing the shear deformation of viscous materials, it can also prevent the movement of the damping wall. The structure of the viscous seismic wall device according to the present invention has the characteristics that basically a steel side plate is erected on the base plate, and flange plates are arranged on both sides to form a box body with an open upper end. Insert the intermediate plate in this box body, and fill the gap with viscous or viscoelastic body to form a viscous shock-absorbing wall. When installing, set the base plate joint hole and flange joint plate at the flange of the lower beam. , And the base plate and the flange joint plate are joined with this, and then the intermediate plate is directly joined to the reinforced plate installed at the flange of the upper beam. Because it has this feature, it will not need to be used in various places in the seismic wall construction method of the top plate, support and reinforcement rib plate, etc., and has the thickness of the base plate and the number of bolts to reduce costs In addition, since it can stand stably without relying on external force, it also has the effect of improving the safety of work and workability. In addition, the viscous system of the present invention is a method of installing a wall, in which the device has a base plate joint hole and a flange joint plate below the beam, and then not only joins the reinforcing plate with the middle plate, but also the box type The body is placed with a temporary suspension at a predetermined position on the upper beam which integrates the viscous vibration control wall, and the base plate and the flange plate are frictionally joined to the base plate joint holes and flanges of the lower beam with high-strength bolts. After joining the plates, the temporary hanging parts are removed. This feature makes the handling process simple and easy. In addition to preventing the shear deformation of the viscous materials, it also has the effect of preventing the movement of the damping wall. Hereinafter, specific examples of the present invention will be described with reference to the drawings. Brief Description of the Drawings Figure 1 shows the state of the viscous vibration-damping wall of the present invention when it is installed in the body structure.
495576 發明說明（6) 態圖， 圖2，為本發明之粘性系制震壁的斜視圖， 圖3，為裝設於上層大樑之粘性系制震壁裝設狀態圖， 圖4為裝设於上層大樑之其他的粘性系制震壁之狀態 圖5 :為本發明之粘性系制震壁裝設分解圖， 圖6，為依本發明於本體構造並排裝設數個粘性震 壁之裝設狀態圖，495576 Description of the invention (6) State diagram, Fig. 2 is a perspective view of the viscous system seismic wall of the present invention, Fig. 3 is a state diagram of the installation of the viscous system seismic wall installed on the upper beam, and Fig. 4 is the installation The state of the other viscous vibration-damping walls on the upper beam. Figure 5: This is an exploded view of the installation of the viscous vibration-damping walls of the present invention. Figure 6 shows the installation of several viscous vibration-walls installed side by side in the body structure according to the present invention. Set the state diagram,
图了為以往之钻性系制震壁的裝設狀態圖，以及， 圖8，為以往之其他的粘性系制震壁的裝設狀圖。 具體例 圖1為本發明之枯性系制震壁裝設於本體構造時之立 面圖及:側視斷面圖。 — 粘性系制震壁1，乃配置於由柱子2、2、下層大樑3及上 二大杌4所構成之構造面中，並分別接合於下層大及上 層大樑4之上。FIG. 8 is a view showing the installation state of a conventional drilling system vibration-damping wall, and FIG. 8 is a diagram showing the installation of another conventional viscous system vibration-damping wall. Specific examples Fig. 1 is an elevation view and a side cross-sectional view of a dry system seismic wall of the present invention when it is installed in a body structure. — The viscous damping wall 1 is arranged on the structural surface composed of the columns 2, 2, the lower beam 3 and the upper two beams 4, and is connected to the lower beam and the upper beam 4, respectively.
粘性系制震壁1，雖可直接裝載於具備著有基版接合孔 $凸緣接合版的下層大樑3之上，但依後敘之理由，本具 版例乃針對設置有加高用金屬具者加以說明。 、、在，炼接在下層大樑3之凸緣面上的加高··用金屬具6之處 熔接^有凸緣接合版7，並與下層大樑3接合成為一體。採 ，力J阿用金屬具可使下層大樑3的母材不會因螺栓孔等而 叉傷’，而因其會使粘性系制震壁丨的高強度螺栓摩擦接合 之作業面位於地板之厚板上面，萬一被迫得更換粘性系制The viscous damping wall 1 can be directly mounted on the lower beam 3 provided with a base plate joint hole $ flange joint plate, but for reasons described later, this version is for the installation of metal for heightening The author explains it. In the heightening of the flange surface of the lower beam 3, it is welded with a metal tool 6 and a flange joint plate 7 is welded together with the lower beam 3 to form a whole. Mining, force and metal can prevent the base material of the lower beam 3 from being forked by bolt holes, etc., and because it will cause the viscous system to frictionally engage the working surface of the high-strength bolt on the floor, Above the thick plate, in case of being forced to change the viscous system
495576 五、發明說明（7) ^ __________ 震壁1時，將具有使更換 — 凸緣接合版7、7之間隔業容易之效·、果。 1的外型尺寸大一點點而° ’乃被製作成僅比粘性系制震壁 的空隙加以調整。 已’這使得現場裝設時能對其間 點性系制震壁1乃裝栽 強度螺栓10使粘性系制震；加高用金屬具6的上面，藉著高 版接合孔9能以1面摩擦^之基版8及加高用金屬具6的基 使粘性系制震壁兩側之 D ，同樣地，藉高強度螺栓1 0 摩擦接合，如此，枯性^二，11及凸緣接合版7二者：1面 為一駚。 ’、制震壁1及下層大樑3則可接合成 由於粘 彎矩，會 向的力：量 度螺栓之 在粘性系 因此， 接合孔9 制震壁相 補強用之 上層大 樑腹於同 性系制震壁1在土士 # 士 力钍柹备逢丨命也展^因所負擔之剪力而發生之 在辰壁兩側凸緣版11之部分成為垂直方 * σ版7即利遇--此一性質，將其當成高強 V地理’因而能抑制基版浮起之力量及發生 制震壁邊緣部份夕％ 十 1切之強大的剪力，令其減衰。 钻性系制震壁1之基版8及加高用金屬具6的基版 乃與g以往同樣為基版型。但其與以往之粘性系 異的是因其接合螺栓處不會發生拉力，故不需要 肋筋版’而以薄版形成簡潔之接合狀態。 樑4的下方凸緣面上，補強版12則:與同一大樑的 一列被熔接裝設於其上。 因粘性系制震壁1的中間版1 3與補強版1 2直接接合著， 而與補強版1 2 —起由2片的連結版1 4所夾住並藉著高強度 螺栓10而以2面摩擦接合著。粘性系制震壁1與上層大樑4495576 V. Description of the invention (7) ^ __________ When the wall 1 is shocked, it will have the effect of making the replacement of the flange joint plates 7, 7 easy. The external dimensions of 1 are slightly larger, and ° 'is made to be adjusted only than the gap of the viscous damping wall. This has made it possible to dampen the point-by-point shock-damping wall 1 during installation on the site, and to install the strength bolts 10 to dampen the viscous system; the upper surface of the metal 6 for heightening can be formed on one side by the high-grade joint hole 9 The base plate 8 of the friction ^ and the base 6 of the heightening metal 6 make the D on both sides of the viscous damping wall. Similarly, the high-strength bolt 1 0 is used to frictionally join, so that the dryness ^ 2, 11 and the flange are joined Version 7 both: 1 side is a stack. ', The seismic wall 1 and the lower beam 3 can be connected to the force due to the viscous bending moment: the viscosity of the bolt is measured. Therefore, the joint hole 9 is used for the reinforcement of the upper wall of the same beam for the seismic reinforcement of the homogeneous system.壁 1 在 土 士 # 士 力 钍 柹 丨 命 Life is also exhibited ^ Due to the shearing force that it bears, the part of the flange plate 11 on both sides of the wall becomes vertical. Σ version 7 is a benefit-this One property, it is regarded as a high-strength V geography, so it can suppress the strength of the base plate from floating and the occurrence of strong shear forces at the edges of the damping wall, reducing its attenuation. The base plate 8 of the drilling system 1 and the base plate 6 for heightening are base plate types similar to those of g in the past. However, the viscosity is different from the conventional one because the tensile force does not occur at the joint bolts, so a ribbed plate is not required, and a simple joint is formed in a thin plate. On the lower flange surface of the beam 4, the reinforced version 12 is: a row with the same beam is welded and installed on it. The middle plate 13 of the viscous damping wall 1 and the reinforcing plate 12 are directly connected to each other, and the reinforcing plate 1 2 is sandwiched by the two connecting plates 1 4 and is clamped by the high-strength bolt 10 to 2 The faces are frictionally engaged. Viscous system damping wall 1 and upper beam 4
第10頁 495576 五、發明說明（8) 即藉此而接合成為一體。 ： 補強版12與中間版13之直接接合，乃移除掉以往設於中 間版之頂版與從上層大樑吊下來的撐·架，故可使粘性系制 震壁高度增高，粘性系制震材料之剪斷面積增大，而提高 其減衰性能。 另外’=補強版1 2之兩端之與上層大樑樑腹直交之方向 上’设置著有具備螺栓孔的凸緣版，以用來裝設後敘之臨 時吊件。 圖2，為性系制震壁的斜視圖。 如圖所不’於枯性系制震壁1中，鋼製側版豎立於基版8 上，於其兩側配置凸緣版丨丨，形成上端開口之箱型體1 6， 相型體16中亚***箸中間版13。於箱型體16與中間版丨3間 空隙處:·填入點性體或粘彈性體〜，此種構成，可使基版8及 中間版13 =間之外部而來的水平力力量減弱。 基版的&種方式，於搬運、保管、現場組裝時都能不靠 外力安定地站立，故处担一 + 業變得容易。 文月4南工程的安全性’也使現場之作 從外觀來看基版8的士去 . y , 的治，和以往.的粘性系制震壁並沒什 ϋ Ϊ補強=i:敘，因其不需承受垂直方向的力量故不 常簡潔。 斤乂匕的平版厚度薄薄的，形狀非 基版8及凸緣版丨丨上， 基版接合孔，以及為了 :也傷者有位於加高用金屬具上之 設計之高強度螺栓用螺;緣=合版以1面摩擦接合而. ⑺、拴孔17、18，在中間版13的前端Page 10 495576 V. Description of the Invention (8) This is how it joins together. : The direct connection between the reinforced version 12 and the intermediate version 13 is to remove the top plate previously installed in the intermediate version and the supports and frames suspended from the upper beam, so the height of the viscous system damping wall can be increased and the viscous system vibration suppression The shear area of the material increases, which improves its attenuation performance. In addition, a flanged plate with bolt holes is provided at the two ends of the '= reinforced version 12 and 2 which are orthogonal to the upper beam beam belly' for the installation of temporary suspension parts described later. Fig. 2 is a perspective view of a sex system damping wall. As shown in the figure, the steel side plate is erected on the base plate 8 in the quake-resistant wall 1 and the flange plates are arranged on both sides to form a box-shaped body with an upper opening 16 and a phase-shaped body. 16 Central Asia inserts 箸 Intermediate Edition 13. In the gap between the box-shaped body 16 and the intermediate plate 丨 3: · Fill in a point body or viscoelastic body ~, this structure can weaken the horizontal force from the outside of the base plate 8 and the intermediate plate 13 = . The & method of the basic version makes it possible to stand securely without external force during transportation, storage, and on-site assembly. The safety of the Wenyue 4 South Project also makes the site work look at the base version 8 taxis from the appearance. The rule of y, Zhi is the same as that of the past. The viscous system seismic wall is not important. It is not very concise because it does not need to withstand vertical forces. The thickness of the flat plate of the Jin dagger is thin, the shape is not on the base plate 8 and the flange plate 丨 丨, the base plate joint holes, and in order to: the injured also have a high-strength bolt with a screw located on the metal for heightening; Edge = hinge plate is frictionally engaged on one side. ⑺, bolt holes 17, 18, at the front end of intermediate plate 13
第11頁 495576 發明說明（9) 處’則具傷在與上述的補強版12直接接合時，與連結版14 能2面摩擦接合而設計之高強度螺栓用螺拴孔1 9。 圖3 ’乃表示接合中間版及補強版的具體例子。 於本具體例中，補強版1 2及中間版丨3乃直接接合住。 ，，是說，以2片的連結版14夾住補強版12及中間版13 ’藉著與連結版14並行排列的高強度螺栓1〇而以2面摩擦 接合著’钻性系制震壁1及上層大樑4即藉此接合成一體。 補強版12及中間版13之直接接合，並不是一定要事連結 版’為使上層大樑樑腹的怒及中間版的芯一致，特意將補 強版的熔接位置從上層大樑樑腹的芯處錯開，而使補強版 1 2及中間版1 3直接接合，且亦能以高強度螺栓來實施1面 摩擦。 採用此1面摩擦接合的話，二因—可省去使用連結版，故能 對降低成本有所貢獻。 圖4，乃為顯示接合中間版及補強版之其他的具體的例 子。. 在本例中，於中間版處並無特別的變更，只有連結版分 f成中央部20及腳部21、21之點:相異。連結版之中央部2〇 =置著有一列的螺栓孔’而側部的連結版21、21處則配 者有上下2列的螺栓孔’這些措施’可分擔剪應力。 尸連結版的分割，不僅就應力的分擔而言是合理的，在現 二工方面來說，對於目測錯誤所產生的補強版及中間版 確度問題，也具有能彈性地對應的效果。而由於.它也 此、未每一個地方重量的減少，故即使不使用特別的重機Page 11 495576 Description of the invention (9) Where there is a wound, the bolt hole 19 for high-strength bolts is designed to be frictionally engaged with the connecting plate 14 when it directly joins the above-mentioned reinforcing plate 12. Fig. 3 'shows a specific example of joining the intermediate plate and the reinforced plate. In this specific example, the reinforced version 12 and the intermediate version 3 are directly joined. That is to say, the reinforcing plate 12 and the intermediate plate 13 are sandwiched by the two connecting plates 14 'the high-strength bolts 10 arranged in parallel with the connecting plate 14 and frictionally joined to the' drilling system 'seismic wall by two sides 1 and the upper girders 4 are connected to form a whole. The direct joining of the reinforced version 12 and the intermediate version 13 is not necessarily a matter of connecting the plates. In order to make the anger of the upper beam and the core of the intermediate version consistent, the welding position of the reinforced version is intentionally staggered from the core of the upper beam The reinforcing plate 12 and the intermediate plate 1 3 are directly joined together, and high-strength bolts can also be used to perform one-sided friction. If this one-side friction welding is used, the second reason is that the use of the link plate can be omitted, so it can contribute to cost reduction. Fig. 4 shows another specific example of joining the intermediate plate and the reinforced plate. In this example, there is no special change at the intermediate version, only the point where the linking version is divided into the central part 20 and the foot parts 21 and 21: they are different. The central part 20 of the joint plate = a row of bolt holes' is placed, and the joint plates 21 and 21 at the side are provided with bolt holes of two rows' these measures' can share the shear stress. The division of the corpse link version is not only reasonable in terms of stress sharing, but also has the effect of being able to flexibly respond to the accuracy problems of the reinforced version and the intermediate version caused by visual errors. And because it does not reduce the weight of every place, even without using a special heavy machine
495576 五、發明説明（ίο) 械與裝置，靠工人的人力也能充分地作業’發揮其便利 性。 圖5，乃說明本發明之钻性系制震壁裝設方法之分解 圖。 裝設作業，是從將炫接加高用金屬具6後所成之一體化 的下層大樑3，裝設於圖中省略的柱子上開始的·。此時’ 要事先於加高用金屬具6兩側之凸緣接合版7上，裝設調整 空隙用的填塞版2 2。 另一方面’精著臨時吊件23將粘性系制震壁1之箱體丄6 ’同時於補強版12及中版13上，施行 =用連、，Ό版1 4之问強度螺栓2面摩擦接合，使其直接接 合·。 另外，不使用連^士庶 ^ A 、， 、’α版之咼绻度1面摩擦接合之直接接 合’則如前所敛一般。 · 與钻性系制震壁1 一體化之上層大樑4，會被吊至指定之 ，置裝設起來’但由於使用臨時吊件23，不但可藉粘性系 制震壁的自重而防止社批$ u_ t 枯14糸材料的剪斷變形，還可固定粘 性系制震壁不使其鬆動，知幻a t * m 抑制吊入樑之時其以軸為中心的 迴轉。 為將枯性糸制震壁1巧罢HbAv π t +°又置於凸緣接合版7 .、了之間，所以 採用吊入的方式，但此技监 ^ 糾一此^將預先裝設好的填塞版2 2取出， 實施空隙的調整，以使斗;^槌么丘丨於λ 一 . . 〖生，丁'制展壁能宅無勉強地裝入凸 緣接合版之間。 當位置決定好了之徭，认n ' 使於基版8和基版接合孔9，以及凸495576 V. Description of the Invention (ίο) Machinery and devices can be fully operated by the workers 'manpower' to bring their convenience into full play. Fig. 5 is an exploded view illustrating a method for installing a drilling system vibration-damping wall according to the present invention. The installation is started from the installation of the lower beam 3 integrated after the heightening metal tool 6 is mounted on a post omitted in the figure. At this time, a padding plate 2 2 for adjusting the gap should be installed on the flange joint plates 7 on both sides of the heightening metal tool 6 in advance. On the other hand, 'the temporary suspension piece 23 is fine and the box 丄 6 of the viscous system 1 is used on the reinforcing plate 12 and the middle plate 13 at the same time. Friction engagement makes it directly engaged. In addition, the direct connection of the one-side friction welding without the use of continuous 咼 绻 A, AA ,,, and 'α' is the same as before. · The upper beam 4 integrated with the drilling system seismic wall 1 will be hoisted to the designated location and installed. 'But due to the use of the temporary suspension 23, not only the weight of the viscous system seismic wall can be used to prevent the approval of the company. $ u_ t The shear deformation of the material can also be fixed, and the viscous damping wall can be fixed so that it does not become loose. At * m suppresses the rotation around the axis when it is suspended in the beam. In order to place the battered damping wall 1b, HbAv π t + ° is placed between the flange joint plates 7 and. Therefore, the hanging method is adopted, but this technical supervisor ^ correct this ^ will be installed in advance Take out the good stuffing plate 2 2 and implement the adjustment of the gap to make the bucket; When the position is decided, it is recognized that n 'is caused by the base plate 8 and the base plate joint hole 9, and the convex
495576 五、發明說明（11) 緣平版1 1和凸緣接合版7之間施予高強=度螺栓1面摩擦接 合，結束本體上粘性系制震壁1之裝設。 至此一階段，再拆除了上述之臨時吊件2 3的話，粘性系 制震壁1乃呈能發揮原本制震功能之可動狀態，施工即告 完成。 圖6，乃將本發明之粘性系制震壁並排配置之狀態時之 立面圖。495576 V. Description of the invention (11) High-strength = degree bolt 1 is friction-bonded between the edge lithographic plate 1 1 and the flange joint plate 7 to end the installation of the viscous system-made seismic wall 1 on the body. At this stage, if the temporary suspension member 2 3 is removed again, the viscous system 1 is in a movable state capable of exerting the original seismic function, and the construction is completed. Fig. 6 is an elevational view of a state where the viscous vibration-damping walls of the present invention are arranged side by side.
粘性系制震壁1、1被並排配置於柱2、2、下層大輝3及 上層大樑4所構成之構面5中，它與下層大樑3及上層大樑4 成為一體接合在一起。 熔接於下層大樑3之凸緣面的加高用金屬具6其長度足以 搭載2個粘性系制震壁1、1，且與下層大樑3成一體化，凸 緣版7則與圖1的例子相同，蜂尊設於加高用金屬具6之兩 端。： _ 粘性系制震壁1、1，乃於互相對峙的雙邊的凸緣版1 1、 1 1之間，由高強度螺栓1 0以1面摩擦接合著，呈一體化之 狀態被裝載於加高金屬零件6之上。The viscous system damping walls 1 and 1 are arranged side by side in the facet 5 composed of the lower layer dahui 3 and the upper layer beam 4, which are integrally joined with the lower layer beam 3 and the upper layer beam 4. The heightening metal tool 6 welded to the flange surface of the lower beam 3 is long enough to carry two viscous damping walls 1 and 1 and is integrated with the lower beam 3. The flange plate 7 is the same as the example in FIG. 1. Similarly, the bee is set on both ends of the metal tool 6 for heightening. _ _ The viscous system 1 and 1 are friction-jointed by high-strength bolts 10 on 1 side between the two flange plates 1 1 and 1 1 facing each other. They are loaded in an integrated state. Heighten metal parts 6 above.
粘性系制震壁1、1中，其各基版8與加高用金屬具6的基 版9是以高強度螺栓1 0用1面摩擦接合，粘性系制震壁兩側 之凸緣版11及凸緣接合版7亦藉高強度螺栓.1 0而1面接合 著，因此，與下層大樑3是呈一體接合著的。 凸緣接合版7，乃藉著因一體化接合著的.钻性系制震壁 1、1在地震時所負擔之剪力所引起的彎矩可由高強度螺栓 之剪力型態承受，而處理基版的上浮力以及粘性系制震壁In the viscous vibration-damping walls 1 and 1, each of the base plate 8 and the base plate 9 of the heightening metal tool 6 are frictionally joined with high-strength bolts 10 on one surface, and the flange plates on both sides of the viscous vibration-damping wall. 11 and flange joint plate 7 are also joined on one side by high-strength bolts .0, so they are integrally joined to the lower beam 3. The flange joint plate 7 is connected by the integrated joint. The drilling moment caused by the shear force of the seismic wall 1 and 1 can be supported by the shear pattern of the high-strength bolt, and Handle the buoyancy and viscous damping walls of the base plate
第14頁 495576 五、發明說明（12) 邊緣部分之垂直力。 。 上層大樑4下方的凸緣面上，則與前述例子同樣，裝設 著有與同一大樑樑腹同一列的2個補強版。 各個粘性系制震壁1之中間版，乃與補強版一起由2片的 連結版1 4夾住且受高強度螺栓2面摩擦接合著。粘性系制 震壁1、1及上層大樑4因此而接合成為一體。 如上述一般，本·發明之粘性系制震壁之裝設構造，並非 限定於單獨之粘性系制震壁的裝設，當數個粘性系希丨]震壁 並列設置時亦可適用。不管並排之粘性系制震壁有幾個， 皆可由高強度螺栓將互相對峙之凸緣版以1面摩擦接合， 而能將全體當成一個粘性系制震壁來處理，即使在裝設於 上層大樑之時，也只要將臨時吊件裝設於外側之凸緣版之 上，即:可確保與上層大樑之、寧化。Page 14 495576 V. Description of the invention (12) Vertical force at the edge. . As in the previous example, two flanges on the flange surface under the upper beam 4 are provided with two reinforcing plates in the same row as the web of the same beam. The intermediate plate of each viscous damping wall 1 is sandwiched by two connecting plates 14 together with the reinforced plate, and is frictionally joined on both sides by high-strength bolts. The viscous system-made vibration walls 1, 1 and the upper beam 4 are thus joined together. As described above, the installation structure of the viscous vibration-damping wall of the present invention is not limited to the installation of a single viscous vibration-damping wall, and it can also be applied when a plurality of viscous vibration-walls are arranged in parallel. Regardless of the number of side-by-side viscous vibration-damping walls, the flange plates facing each other can be frictionally joined by high-strength bolts, and the whole can be treated as a viscous vibration-damping wall, even if installed on the upper layer. At the time of the beam, as long as the temporary suspension is installed on the outer flange plate, that is, it can ensure the peace with the upper beam.
第15頁Page 15
Claims (1)
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP19990598A JP3760296B2 (en) | 1998-07-15 | 1998-07-15 | Viscous damping wall mounting structure and mounting method |
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| Publication Number | Publication Date |
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| TW495576B true TW495576B (en) | 2002-07-21 |
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| TW88115121A TW495576B (en) | 1998-07-15 | 1999-09-02 | Structure and method for mounting viscous quake damping wall |
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| JP3864363B2 (en) * | 1998-09-02 | 2006-12-27 | 清水建設株式会社 | Viscous damping wall mounting structure and mounting method |
| JP4665295B2 (en) * | 2000-07-10 | 2011-04-06 | 清水建設株式会社 | Damping wall |
| CN1995575B (en) * | 2002-02-21 | 2013-01-02 | 奥依列斯工业株式会社 | Damper and vibration controlling structure using the same |
| JP4524003B2 (en) * | 2007-10-22 | 2010-08-11 | 株式会社丹勝 | Greening method for mortar slope and concrete slope. |
-
1998
- 1998-07-15 JP JP19990598A patent/JP3760296B2/en not_active Expired - Lifetime
-
1999
- 1999-09-02 TW TW88115121A patent/TW495576B/en not_active IP Right Cessation
Also Published As
| Publication number | Publication date |
|---|---|
| JP2000027486A (en) | 2000-01-25 |
| JP3760296B2 (en) | 2006-03-29 |
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