M397997 五、新型說明： . 【新型所屬之技術領域】 ， 本新型涉及一種用於降低建築物受到地震震波影響的方法與 隔震續接裝置。 【先前技術】 地震的強大自然力可能帶來房屋、水壩、道路、橋樑等建築物 • 的破壞，甚至可能引起海嘯、火災、·.·等各種事故；其中，地震 對人類的主要威脅首推建築物的破壞，其中又以房屋的倒塌更是 嚴重影響人的生命財產安全；每次遇到世界各地的重大地震，都 可看到因為房屋倒塌導致人們被埋在瓦礫堆下而束手無策的慘 狀，而建物被破壞後也往往是重大的財產損失。因此，為了降低 地震對房屋所帶來的破壞，世界各國政府都訂定有關於房屋建築 的安全規範；所述安全規範，包含有對於鋼筋混凝土建物的鋼筋 癱與水泥的用量、結構強度、地基的深度、…等的規定；甚至為 了使建物更具彈性，有些高樓還強調以鋼結構建造。 然而，热淪是鋼筋混土結構或鋼結構的建築，當建物的高度愈 ㈣’遇到地震時所面臨的顺也愈A，㈣於在建造高樓時， 除了建材本身㈣度外，都必須要再考慮設置降低高翻地震而 •過度錢师置或設計。例如，台灣㈣丨大樓，便在高處安裝 了聞名的崎阻尼||來提供平衡，以消除高樓的過度搖晃，但此 種設計的成本甚高。 M397997 第一圖係顯示傳統建物1的地基直接深入地下，因此，地震的 , 水平震波會造成建物左右搖晃。由於台灣地處地震帶，自921大 . 地震後，對於建物耐震性能的標準越來越高，各種制震、隔震系 統也因應而生，如第二圖所示為目前建物隔震的方式，係在建物工 底部與基礎結構G之間安裝隔震墊a ;再如第三圖所示，所述習知 的隔震墊A，其結構係以鉛心A4為中心，於其周圍包覆橡膠複合 .材料製成的彈性體A2’且在彈性體A2内設置多層高強度鋼板A1， φ 彈性體A2兩端則結合設有複數洞孔A31的側板A3。 如第四圖所示，由於隔震墊A的體積龐大’且係安裝在基礎結 構G上，因此，施工時，是將基礎鋼筋G1綑紮完成後，再預埋用 來配合側板A3之洞孔A31的基礎螺栓B ;此外，設於柱體u内之 柱體鋼筋112與基礎螺栓B也必須預先綑綁定位後再澆灌混凝土 111 ’使柱體11的基礎螺栓B能配合隔震墊A另一側板…的各個 洞孔A31。由於基礎螺栓β的埋設位置與隔震墊a之洞孔A31的位 • 置必須精確對應才能安裝，而其間距的調校又十分不易，致使施 •工女裝困難，必須有大型機具、吊車配合施工才能完成任務。又， 因為隔震墊A的體積龐大，其重心無法與各條柱體鋼筋112及基 礎鋼筋G1位於同一軸線上，以致於降低了承受軸向應力的機械強 度。 【新型内容】 本新型的主要目的，在於解決習知建物隔震墊的體積龐大、 4 2女相難、重心無法與各條柱體鋼筋及基礎鋼筋位於同一轴 、·、，以致於承受軸向應力的機械強度較低的問題。 本新型㈣徵’是在建物域的每—條柱體㈣，與基礎結 構所對應的每一條美楚细誌 震的雳P正 隔震續接裝置予以連接，使地 ,什f均77放在純續接裝置而達到更好的隔震效果。 鋼〜之=_—特徵’係藉由在每—條對應_鋼筋與基礎 鋼助之間設置續《置，使其施工安裝更容易。 鋼 再特徵’係藉由在每—條對應的柱體鋼筋與基礎 ^ 置_置’使得、_置具有更佳的承受軸向 應力的機械性質。 基於此’本_的技術手段，係在建物的柱體設置複數柱體 、及在賊、，’υ紐對應雜體鋼筋·礎鋼筋，該 建物底部之柱體鋼筋與基礎鋼筋之間以具備彈性的續接裝置予以 連接。 做為-種選擇，本翻的續接裝置可以包含—續接本體、二 續接套筒與二螺樁’續接本體具有—彈性體，彈性體的相對兩端 分別結合-剛性體，兩剛性體的對稱兩端分別設置—續接螺孔， 的連接。 續接套筒的相對兩端分別設置—套筒螺孔與-套孔，所述螺樁兩 端分別螺接賤續_孔與料螺孔，建物的柱體娜與基礎鋼 筋分別組合㈣兩續縣筒的轨，妓錄_筋與基礎鋼筋 續接本體 做為-種選擇’本新型的續接裝置可以包含 聊7997 與Γ樁’續接本體具有-彈性體，彈性體_^^ 續接剛:體的對稱兩端分別設置-續接螺孔， 接於^目對兩端刀U —套筒螺孔，所述螺樁兩端分別螺 愈基_孔與—續接套筒—端的套筒螺孔，建物的柱體鋼筋 了楚鋼⑽相設置外觀，细外觀螺合於兩續接套筒另一 ^的套筒螺孔，以完成柱體鋼筋與基礎鋼筋的連接。 選擇’本新型的續触置可以包含—具有—彈性體 的，讀本體，彈性體的相對兩端分職合—職體，兩剛性體的 對她置分別設置—續接螺孔，建物的柱體鋼筋與基礎鋼筋分別 設置外螺紋，_外螺紋螺合於該續接螺孔而完雜體鋼筋與基 礎鋼筋的連接。 做為-種選擇’本新型的續接裝置可以包含—續接本體與二 摩擦焊續接器’續接本體具有—彈性體，彈性體的相對兩齡別 結合-曝體’兩囉體的對稱兩端分別設置—續接螺孔，該摩 ·-擦焊續接器的相對兩端分別設置一外螺紋與一第一焊端，建物的 •柱體鋼筋絲礎鋼筋分概置第二焊端，該第-焊端與第二焊端 利用摩擦焊接技術焊接固定，兩摩擦焊續接器的外螺紋分別螺接 於έ亥兩續接螺孔，以完成柱體鋼筋與基礎鋼筋的連接。 【實施方式】 以下配合圖式對本新型的實施例做更詳細的說明，俾使任何 熟習該項技藝者在研讀本專利說明書後能據以實施。 6M397997 V. New description: . [New technical field] The present invention relates to a method and a vibration isolation device for reducing the influence of buildings on earthquake shock waves. [Prior Art] The strong natural forces of earthquakes may cause damage to houses, dams, roads, bridges, etc., and may even cause tsunami, fire, and other accidents. Among them, the main threat to earthquakes is the first threat to buildings. The destruction of things, in which the collapse of houses, is a serious impact on the safety of people's lives and property; every time they encounter major earthquakes around the world, they can see the horrors of people being buried under the rubble because of the collapse of houses. After the building is destroyed, it is often a major property loss. Therefore, in order to reduce the damage caused by earthquakes to the houses, governments around the world have established safety regulations for building construction; the safety regulations include the amount of reinforced concrete and cement used for reinforced concrete structures, structural strength, and foundation. The depth, ..., etc.; even in order to make the building more flexible, some high-rise buildings also emphasize the construction of steel structures. However, enthusiasm is a building with reinforced concrete structure or steel structure. When the height of the building is higher (4), the shun is also met when the earthquake is encountered. (4) When building high-rise buildings, except for the building materials themselves (four) degrees, It is necessary to consider setting up to reduce the high-rise earthquake and over-the-money or design. For example, in the Taiwan (four) 丨 building, the famous Saki damper || was installed at a high place to provide a balance to eliminate excessive shaking of tall buildings, but the cost of such a design is very high. M397997 The first picture shows that the foundation of the traditional building 1 goes directly into the ground. Therefore, the earthquake and horizontal seismic waves will cause the building to shake from side to side. Since Taiwan is located in the earthquake zone, since the 921. After the earthquake, the standards for seismic performance of buildings have become higher and higher, and various earthquake-damping and isolation systems have also been produced. The second figure shows the current way of building isolation. The vibration isolation pad a is installed between the bottom of the construction worker and the foundation structure G. As shown in the third figure, the conventional isolation pad A is constructed with the center of the lead A4 as the center. The rubber body A2' made of a rubber composite material is provided with a plurality of high-strength steel sheets A1 in the elastic body A2, and the side plates A3 of the plurality of holes A31 are combined at both ends of the φ elastic body A2. As shown in the fourth figure, since the vibration isolation pad A is bulky and is mounted on the base structure G, the construction is performed after the foundation steel G1 is bundled and then pre-buried to fit the hole of the side plate A3. The base bolt B of A31; in addition, the column rebar 112 and the foundation bolt B disposed in the cylinder u must also be pre-bundled and then poured into the concrete 111' so that the foundation bolt B of the cylinder 11 can cooperate with the isolation pad A. Each hole A31 of the side plate... Since the embedding position of the foundation bolt β and the position of the hole A31 of the vibration isolating pad a must be accurately matched to be installed, and the adjustment of the spacing is very difficult, which makes it difficult for the workers to work, it is necessary to have a large machine and a crane. Cooperate with the construction to complete the task. Moreover, since the diaphragm A is bulky, its center of gravity cannot be on the same axis as each of the column bars 112 and the base bar G1, so that the mechanical strength against axial stress is reduced. [New content] The main purpose of this new type is to solve the problem of the large size of the known building isolation pad, the difficulty of the female body, and the fact that the center of gravity cannot be located on the same axis as the column steel bars and the foundation steel bars, so that the shaft can be received. The problem of low mechanical strength to stress. The new (four) sign 'is every column (4) in the construction area, and each 美P positive isolation connection device corresponding to the basic structure corresponds to the 正P positive isolation device, so that the land is evenly placed A better isolation effect is achieved in a purely continuous device. The steel ~==-characteristics is made by setting the continuation between each of the corresponding _ steel bars and the foundation steel, making it easier to install and install. The steel re-characteristics are made to have better mechanical properties to withstand axial stress by placing the steel bars and foundations corresponding to each of the bars. Based on the technical means of this 'this _, a plurality of cylinders are arranged in the column of the building, and in the thief, the υ 对应 对应 对应 对应 钢筋 础 础 础 础 础 础 础 础 之间 之间 之间 之间 之间 之间Flexible splicing devices are connected. As a choice, the splicing device of the lap can include a continuation body, a second splicing sleeve and a two-spin pile. The splicing body has an elastic body, and the opposite ends of the elastic body are respectively combined with a rigid body, two The symmetrical ends of the rigid body are respectively arranged to continue the connection of the screw holes. The opposite ends of the splicing sleeve are respectively provided with a sleeve screw hole and a sleeve hole, and the two ends of the screw pile are respectively screwed with the _ hole and the material screw hole, and the column body of the construction body is combined with the base steel bar respectively (four) two Continued county tube rails, 妓 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Connected: the symmetrical ends of the body are respectively set - continue to connect the screw holes, and connect to the U-sleeve screw holes at both ends of the body, the two ends of the screw pile are respectively screwed to the base_hole and - the continuous sleeve - The sleeve of the end of the sleeve, the column of the building is rebared with the appearance of the Chuan Steel (10) phase, and the fine appearance is screwed into the sleeve screw hole of the other two sleeves to complete the connection between the column reinforcement and the base reinforcement. Select 'The new touch of the new type can include - with - elastomer, read the body, the opposite ends of the elastic body are divided into two parts - the body, the two rigid bodies are set separately for her - continue to screw holes, construction The column steel bar and the base steel bar are respectively provided with external threads, and the _ external thread is screwed to the continuous screw hole to complete the connection between the bulk steel bar and the base steel bar. As a kind of selection, the continuation device of the present invention may include a continuation body and a two-friction welding splicer. The continuation body has an elastic body, and the elastic body is combined with the two-year body-exposed body. The two ends of the symmetry are respectively arranged to continue the screw hole, and an external thread and a first welding end are respectively disposed at opposite ends of the friction welding follower, and the column steel bar of the building is second. The welding end, the first welding end and the second welding end are welded and fixed by friction welding technology, and the external threads of the two friction welding splicers are respectively screwed to the two continuation screw holes of the έhai to complete the column steel bar and the foundation steel bar. connection. [Embodiment] Hereinafter, the embodiment of the present invention will be described in more detail in conjunction with the drawings, so that anyone skilled in the art can implement it after studying the patent specification. 6
Mjy/yy/ 五圖與第如所示，—般的建物u .有柱體Π與難丨2，本_供__法，‘物! 的每都 置2，母-隔展績接裝置2，係用於連接包覆在她】之混凝土 111内的柱體鋼筋112,盥對應Μ 地震的震波得以經由每一礎^ ^^構G的基礎鋼筋G1，使 晋？修歸〜 均分散至每一隔震續接農 ^ 《而提供更佳的隔震效果；同時，將續接裝置2 同軸地没在柱體鋼筋〗】2盘爲# 向應力，且缸安錢料基礎鋼^使其-承受更高的轴 二：係顯示本新型隔震方法與續接裝置的第-種實施方 23,續接細且有=二續接套筒22與二螺樁 士人一 m ”有—祕體211 ’彈性體211的相對兩端分別Mjy/yy/ Five maps and the first as shown, the general construction u. There are cylinders and difficult to smash 2, this _ for __ method, 'object! Every 2 is set, mother-sparing performance joint device 2, is used to connect the column steel bar 112 covered in the concrete 111 of her, the 震 corresponding to the earthquake shock wave can be made through the basic reinforcement G1 of each foundation ^ G ^, Jin Jin? The repairs are all dispersed to each isolation and continue to provide a better isolation effect. At the same time, the continuous connection device 2 is coaxially not in the column reinforcement.] 2 disks are #向应力, and cylinders are installed. The base material of the money material ^ makes it to withstand a higher axis 2: shows the first type of implementation of the new isolation method and the continuation device 23, continued to be thin and has two splicing sleeves 22 and two screw piles The opposite ends of the 211" elastomer 211"
Si ==12’兩職體212的對稱兩端分別設置—續接螺孔 ㈣22的相對兩端分別設置十_孔_-套孔 222 ’所她體211可以採用橡膠複合材料包覆結合錯心及高強 度鋼板裝成；所述職體212可以是高強度鋼材或其他金屬材料。 進行柱體鋼筋112與基礎鋼筋G1的續接時，係將柱體鋼筋112盘 基礎鋼純的-端分別套人—續接套筒&的續接套嫌後，、 再利用油壓機械將續接奎 G1分別固定於兩續_ 22 =⑷"_ 112與基礎鋼筋 、套靖22 ’然後將兩螺樁23兩端分別螺接於 兩端的，只接螺孔2121與一續接套筒22的套筒螺孔 22卜即完成柱體鋼筋112與基礎鋼筋_連接。 7 M397997 ^圖賴示本新型隔震方法與續置的第二種實施方 ,，二、礙置2包含—續接本體2卜二續接套筒四與二螺捲 縣體21具有—前述結構之彈性體，彈性體的相對兩端分 另一-剛性體’兩剛性體的對稱兩端分別設置一 2121，續接套㈣的相肺_設置-套魏·句23 侧G1_鱗，輸體鋼㈣與 ^的—端分別設置外螺紋1⑵與⑴姻外螺紋⑽ 與G1P刀別螺接於兩續套 兩端_接於續接本體21兩端的:：= ⑽_____丨12編咖 弟七C圖係顯示本新型隔震 式’其續接裝置2包含-續接本體2心=二;= 構之彈性體，彈性體的相對兩端分職合—剛性體，兩曝體的。 跑—咖細1 °触咖112與基礎鋼 ^接…係將柱體鋼筋112與基礎鋼筋 置外螺紋⑽㈣，靖觀⑽與叫卿 =的兩續接螺孔⑽，即完成柱體鋼筋112躲 二續 續接本㈣具有-前述rm擦焊續接器1122,該 合-_，兩剛體’彈相對兩 _1±體_%_分別設置—續接螺孔⑽；兩Si ==12' The symmetric two ends of the two working bodies 212 are respectively arranged - the opposite ends of the continuous screw holes (four) 22 are respectively provided with ten holes_-sleeve holes 222', and the body 211 can be covered with a rubber composite material and combined with the wrong center And a high-strength steel plate; the body 212 may be a high-strength steel or other metal material. When the continuous reinforcement of the column steel bar 112 and the base steel bar G1 is carried out, the pure steel end of the column steel bar 112 base plate is respectively sleeved - the sleeve and the sleeve are replaced, and the hydraulic machine is reused. The continuation of the kiln G1 is fixed to the two continuation _ 22 = (4) " _ 112 and the base steel bar, the set Jing 22 ' and then the two ends of the two studs 23 are respectively screwed to the two ends, only the screw hole 2121 and a continuation sleeve The sleeve screw hole 22 of the barrel 22 completes the connection of the column rebar 112 with the base rebar. 7 M397997 ^ diagram shows the second embodiment of the new isolation method and the continuation, and second, the obstruction 2 includes - the continuation of the body 2, the continuation of the sleeve, the four and the two spirals, the body 21 has the aforementioned The elastic body of the structure, the opposite ends of the elastic body are separated from the other end of the rigid body, and the two ends of the rigid body are respectively provided with a 2121, and the phase of the sleeve (four) is set to the side of the lungs _ set-set Wei sentence 23 side G1_ scale, The outer steel (4) and the ^ end are respectively provided with external thread 1 (2) and (1) external thread (10) and G1P knife are screwed to the ends of the two consecutive sleeves _ connected to the ends of the continuous body 21::= (10)_____丨12 The brother's seven C-picture shows that the new type of isolation type 'its splicing device 2 includes - continuation body 2 heart = two; = structural elastic body, the opposite ends of the elastic body are divided into two parts - rigid body, two exposed . Running - coffee fine 1 ° touch coffee 112 and the base steel ^ connection ... is the column steel bar 112 and the base steel bar external thread (10) (four), Jing Guan (10) and called Qing = two continuous screw holes (10), that is, complete the column steel bar 112 The second continuation (4) has the aforementioned rm soldering splicer 1122, the _-, two rigid body 'elastics are set separately from the two _1±body _%_-continued screw holes (10);
S M397997 摩擦焊續接器1122的相對兩端分別設置一外螺紋11221、G21與 • 第—焊端H222、G22。進行柱體鋼筋112與基礎鋼筋G1的續接 -時’係將柱體鋼筋112與基礎鋼筋G1的一端分別形成第二焊端 1120與G12 ’再將柱體鋼筋112與一摩擦焊續接器1122安裝於一 摩％焊機械上’且基礎鋼筋G1與另一摩擦焊續接器G2亦安裝於 另-摩擦谭機械上’使第一谭端11222、G22分別與第二焊端 U20、G12對合接觸後，驅動柱體鋼筋112與摩擦焊續接器丨丨22 • 决速相對旋轉產生高溫，以及基礎鋼筋G1與摩擦焊續接器⑵快 速相對旋轉產生㊅溫，高溫使兩焊端炫化再施壓焊接固定，再將 外螺紋11221與G2l分及爾妾於續接本體21的兩續接螺孔2⑵， 即心成柱體鋼筋112與基礎鋼筋G1的連接。 以上所述者僅為用以解釋本新型之較佳實施例，並非企圖據 以對本新獅任何形式上之_，是以，凡有在綱之新额神 下所作有關本新型之任何修飾或變更，皆仍應包括在本 • 保護之範疇。 思圖 9 M397997 【圖式簡單說明】 第一圖為顯示傳統建物的地基直接深入地下，會受到地震水平震 波作用而左右搖晃之示意圖。 第二圖為顯示習知在建物底部與基礎結構之間設置隔震墊之示咅 圖。 第三圖為顯示習知隔震墊結構之立體示意圖。S M397997 The opposite ends of the friction welding splicer 1122 are respectively provided with an external thread 11221, G21 and a first welding end H222, G22. The continuation of the column rebar 112 and the base rebar G1 is performed. The end of the column rebar 112 and the base rebar G1 form a second welding end 1120 and G12 respectively, and then the column rebar 112 and a friction welding splicer are respectively 1122 is installed on a Mo-% welding machine' and the base rebar G1 and another friction welding splicer G2 are also mounted on the other-friction Tan machine to make the first tan end 11222, G22 and the second welding end U20, G12 respectively After the contact, the drive cylinder reinforcement 112 and the friction welding splicer 丨丨22 • the relative rotation of the final speed produces a high temperature, and the base steel G1 and the friction welding splicer (2) rapidly rotate relative to each other to generate six temperatures, and the high temperature makes the two welded ends The slewing and pressure welding are fixed, and the external threads 11221 and G2l are separated from the two continuous screw holes 2 (2) of the main body 21, that is, the connection of the core cylinders 112 and the base steel bars G1. The above description is only for explaining the preferred embodiment of the present invention, and is not intended to be in any form for the new lion, so that any modification of the present invention made under the new amount of the genius or Changes should still be included in the scope of this protection. Thinking 9 M397997 [Simple description of the diagram] The first picture shows the schematic diagram of the foundation of the traditional building directly going deep into the ground and being shaken by the earthquake horizontal wave. The second figure is a diagram showing the arrangement of a seismic isolation pad between the bottom of the structure and the basic structure. The third figure is a schematic perspective view showing the structure of a conventional isolation pad.
第四圖為顯示習知隔震倾於建物底部與基礎結構之間之局部結 構示意圖。 ° v° 第五_顯示本新型在建物之各個柱體底部與基礎結構所對應的 每一鋼筋均設置續接裝置之實施例示意圖。 圖。 體鋼筋與基礎 體鋼筋與基礎 =六圖為第五圖之續接區域z的局部放大結構示意 弟七A圖為顯示本新型使用第—種續接裳置連接柱 鋼筋之實施例剖面示意圖。 第七B圖為顯示本新型使用第二種續縣置連接柱 銅助之實施例剖面示意圖。 體鋼筋與基礎 第七C圖物林新型制第三種續魏置連接柱 輞助之實施例剖面示意圖。 置連接柱體鋼筋與基礎 第七D圖為顯示本新型使用第四種續接裝 綱助之實施例剖面示意圖。 【主要元件符號說明】 1……建物 M397997 11……柱體 111……混凝土 . 112......柱體鋼筋 1120……第二焊端 1121……外螺紋 1122…摩擦焊續接器 11221……外螺紋 φ 11222……第一焊端 12···· ••橫樑 2… •續接裝置 21···· ••續接本體 211.. …·彈性體 212.. …·剛性體 2121· ……續接螺孔 22···· …續接套筒 221·· …·套筒螺孔 222.. …·套孔 223.. …·套筒螺孔 23··· …螺樁 A..... •隔震墊 A1··· …鋼板 A2··. …彈性體 M397997 A3……側板 A31……洞孔 A4… …鉛心 B…·. •基礎螺栓 G… •基礎結構 G1··· …基礎鋼肋 G11- …·外螺紋 G12·. •…第二焊端 G2… …摩擦焊續接 G21·· …·外螺紋The fourth figure is a schematic diagram showing the local structure between the bottom of the conventional isolation structure and the foundation structure. ° v° Fifth _ shows a schematic diagram of an embodiment of the splicing device for each rebar corresponding to the bottom of each column of the new structure. Figure. Body Reinforcement and Foundation Reinforcement and Foundation = Figure 6 is a partial enlarged structure of the continuation area z of the fifth figure. Figure 7A shows a schematic cross-sectional view of an embodiment of the present invention using the first type of continuation of the splicing column. Figure 7B is a schematic cross-sectional view showing an embodiment of the present invention using a second type of continuous county connection column copper assist. Body Reinforcement and Foundation Seventh C. The new type of system is the third type of continuous connection column. Connecting the Column Reinforcement and Foundation Figure 7D is a schematic cross-sectional view showing an embodiment of the present invention using the fourth continuation assembly. [Main component symbol description] 1......Building M397997 11...Column 111...Concrete. 112...Column steel bar 1120...Second welding end 1121...External thread 1122...Friction welding splicer 11221...external thread φ 11222...first welding end 12···· ••beam 2...•continuation device 21····••Continuous body 211.....·elastomer 212.....·rigid Body 2121·...continued screw hole 22···· ...continued sleeve 221····sleeve screw hole 222.....·sleeve hole 223.....·sleeve screw hole 23··· Pile A..... • Isolation pad A1··· ...Steel plate A2··.... Elastomer M397997 A3... Side plate A31... Hole A4... Lead core B...·. • Foundation bolt G... • Basic Structure G1···...Basic steel rib G11- ...·External thread G12·.•...Second welding end G2... Friction welding continuation G21····External thread
G22……第一焊端 Z……續接區域G22...first welding end Z...continued area