470803 A7 五、發明說明（1 ) [發明所屬之技術領域] 本發明係有關於必須對應地盤的位移，相對可位移的 連接上樁與下樁所構成之接合樁。 [習知技術] 本申請人係開發，申請-種使用於上播與下捲連接之 構件無需此樁本體之外周面突出外方，以簡單的構成可容 易且適當的連接上樁與下椿之接合樁（特開平1〇_12丨469號） 該接合樁主要由下列所構成即： 上部端板，係設置於上樁之下端部； 下部端板，係設置於下樁之上端部； 面； 上部彈性體（橡膠等），係設置於上部端板之外周部上 面； 下部彈性體（橡膠等），係設置於下部端板之外周 部下 線 連結構件（斷面3字形構件），具有因自上下夾住該等 的上部彈性體與下部彈性體而連結上部端板與下部端板之 一對扣止板；以及 移動限制部(連結上樁下部與下樁上部之連結用鋼筋 j突設於一方端板之突部，外嵌連結構件的環形體等）， 係限制上部端板與下部相對性的側方移動。 [發明欲解決之課題] 不過，如刖述習知的接合樁時，由於作成藉斷面〕字 狀的連L構件夾住上部端板與下部端板，構件數變多，又 1本紙張尺度—適用中(CNS)A4規格⑵ 470803 A7 B7 經濟部智慧財產局員工消費合作社印製 五、發明說明（ 由於有必要分割該連結構件的安裝，故較費功夫。 更且，該連結構件係自上下夾持上下端板之構造，由 於在地震0^·拘束上下端板之上下方向的移動’接合捲連接 部之變形位能不能作大。 本發明係鑑於如前述情況而達成，其目的係提供一種 以更簡單的構造而能容易的連接上樁與下樁，同時接合樁 連接部之變形位能可作大，可增大接合樁之破壞防止效果 之接合捲。 [為解決課題之手段] 本發明申請專利範圍P項之接合樁係相肖可位移的 連接上樁與下樁所構成之接合椿（現場澆注混凝土樁、預 製混凝土樁、鋼管樁 '複合樁#)，其特徵在於包含有： 上部端板，係設置於上樁之下端部； 下°卩4板，係設置於下樁之上端部；以及 扣止構件（環狀之剪力帶等），係自上部端板及下部端 板中任-方之内側或外側突出上下方向，以阻止他方端板 之侧方移動。 本發明申請專利範圍第2項之接合樁，其特徵在代替 申請專利範圍第1項之扣止構件，使用鋼管或鋼筋筐，係 在上部端板及下部端板之内側中上下方向的連續設置。 本發明申請專利範圍第3項之接合#，其特徵在於未 »又置申明專利|&圍第1項之扣止構件或巾請專利範圍第2項 之鋼s或鋼#筐’而焊接上部端板之内側端部與下部端板 之内側端σ卩’亦即’只焊接上部端板與下部端板之内側端 -------1!! - ^^ ·!1!1 訂-！ — I! (請先閱讀背面之注意事項再填寫本頁)470803 A7 V. Description of the invention (1) [Technical field to which the invention belongs] The present invention relates to a joint pile composed of an upper pile and a lower pile which must be relatively displaceably connected to the displacement of the site. [Known technology] The applicant is a development, application-a kind of member used for the connection between the upper seed and the lower coil does not need to protrude outside the outer peripheral surface of the pile body, and the upper pile and the lower branch can be easily and appropriately connected with a simple structure. The joint pile (Japanese Unexamined Patent Application No. 10_12 丨 469) is mainly composed of the following: the upper end plate is arranged at the lower end of the upper pile; the lower end plate is arranged at the upper end of the lower pile; The upper elastic body (rubber, etc.) is provided on the outer peripheral portion of the upper end plate; The lower elastic body (rubber, etc.) is provided on the outer peripheral portion of the lower end plate, and the lower-line connecting member (cross-section 3-shaped member) has The upper elastic body and the lower elastic body sandwich the upper elastic body and the lower elastic body from above and below to connect one pair of retaining plates of the upper end plate and the lower end plate; A protrusion provided on one of the end plates, a ring body in which the connecting member is externally fitted, etc.) restricts the lateral movement of the upper end plate relative to the lower portion. [Problems to be Solved by the Invention] However, when a conventional joint pile is described, since the upper L-shaped plate and the lower L-shaped plate are sandwiched by the L-shaped member, the number of members increases, and one paper Standards—Applicable (CNS) A4 specifications⑵ 470803 A7 B7 Printed by the Consumers ’Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs. 5. Description of the invention (Because it is necessary to separate the installation of the connection member, it takes more time. Moreover, the connection member system The structure that clamps the upper and lower end plates from top to bottom can restrain the deformation position of the joining coil connection portion from being moved upward and downward in the earthquake 0 ^. The present invention is achieved in view of the foregoing situation, and its purpose The present invention provides a joint roll which can easily connect the upper pile and the lower pile with a simpler structure, and at the same time, the deformation position of the joint pile connection portion can be increased to increase the effect of preventing the destruction of the joint pile. [To solve the problem Means] The joint pile system of the P scope of the application for the present invention is a displaceable joint consisting of an upper pile and a lower pile (field cast concrete pile, precast concrete pile, steel pipe pile 'composite pile #), It is characterized by comprising: an upper end plate, which is arranged at the lower end of the upper pile; a lower ° 系 4 plate, which is arranged at the upper end of the lower pile; and a retaining member (annular shear band, etc.), which is The inner and outer sides of any of the upper and lower end plates protrude upwards and downwards to prevent the lateral movement of the other end plates. The joint pile of the second scope of the present invention is characterized by replacing the first scope of the patent scope The detaining member of the item uses a steel pipe or a reinforced basket, which is continuously arranged in the up and down direction on the inner side of the upper end plate and the lower end plate. The joint # of the third scope of the patent application of the present invention is characterized in that Patent | & The retaining member or towel around item 1 asks the steel s or steel #basket of item 2 of the patent scope to weld the inner end of the upper end plate and the inner end of the lower end plate σ 卩 ', that is,' Weld only the inner end of the upper end plate and the lower end plate ------- 1 !!-^^ ·! 1! 1 Order-! — I! (Please read the precautions on the back before filling this page)
470803 A7 五、發明說明（ 經濟部智慧財產局員工消費合作社印製 一本發明申請專利範圍第4項之接合樁，係在申請專利 範圍第1項_ 3月專利範圍第2項或申請專利範圍第3項之 接。樁丨特徵在於上部端板與下部端板之間設置彈性體 (橡膠等^ 一本發明申請專利範圍第5項之接合捲，係在申請專利 乾圍第3項接合樁’其特徵在上部端板之内側部或下部端 板之内側部設置薄片部，亦即，在上部端板及下部端板之 兩端板的内側部’或只上部端板之内側部，還是只下部端 板之内側部其中的一個設置薄片部。 本發月申叫專利範圍第6項之接合格，其特徵在代替 申請專利範圍請之扣止構件，使用扣止構件（具有端板 支承之環狀之剪力帶等），係由自上部端板及下部端板其 中的—方之_或外側突出上下方向阻止他方端板的側 移動之垂直扣止部與自該垂直扣止部之端部水平的突出 水平扣止部所構成。 本發明申請專利範圍第7項之接合播，其特徵在代替 申請範圍第1項之扣止構件，㈣連結構件（斷^字形連 結構件等），係具有自上下爽住上部端板及下部端板之内 側部份’連結上部端板與下部端板的—對水平扣止部。 本發明申請專利範圍第8項之接合樁係在申請專利範 圍第6項或申請專利範圍第7項之接合樁，其特徵在於： 在上部端板與下部端板之間設置彈性體（橡膠等）。 方 之 本發明申請專利範圍第9項之接合樁係在申請專利範470803 A7 V. Description of the invention (The Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs printed a joint pile of the scope of the patent application for the invention, which is in the scope of the scope of the scope of the scope of the scope of the scope of the scope of the scope of the scope of the scope of the scope of the scope of the scope of the scope of the scope of the scope of the scope of the scope of the patent application. The connection of item 3. The pile 丨 is characterized in that an elastic body (rubber, etc.) is provided between the upper end plate and the lower end plate. 'It is characterized in that a sheet portion is provided on the inner portion of the upper end plate or the inner portion of the lower end plate, that is, the inner portion of the upper and lower end plates, or only the inner portion of the upper end plate, or Only one of the inner side of the lower end plate is provided with a sheet portion. This month's application is called the joint grid of item 6 of the patent scope, which is characterized by using a retaining member (with end plate support) instead of the retaining member requested by the patent application. Ring-shaped shear bands, etc.) are vertical detents from the upper end plate and the lower end plate—the side of the _ or the outside protruding upward and downward to prevent the other side plate from moving sideways and from the vertical detent End It is composed of a flat protruding horizontal retaining portion. The joint broadcast of item 7 of the scope of application of the present invention is characterized in that it replaces the retaining member of item 1 of the application scope, the ㈣ connecting member (broken ^ -shaped connecting member, etc.), which has From the top to the bottom, the inner part of the upper end plate and the lower end plate 'connect the upper end plate and the lower end plate to the horizontal retaining portion. The joint pile of the eighth item of the patent scope of the present invention is in the sixth patent scope. The joint pile of item 7 or scope of patent application is characterized in that: an elastic body (rubber, etc.) is provided between the upper end plate and the lower end plate. The joint pile of item 9 of the patent scope of the present invention is in the application Patent model
(請先閱讀背面之注意事項再填寫本頁) 裝--------訂---------線 470803 A7 B7 五、發明說明（ 圍第6項或申請專利範圍第7項或申請專利範圍第8項之接 合樁，其特徵在於： 在水平扣止部與端板之間設置彈性體（橡膠等）。 如以上構成之接合椿其中，因地震在接合樁之連接部 ^ f曲負荷作用時，藉上下的端板上下方向的相對位移， 或加上上下的端板相對位移致彈性體彈性變形，接合樁之 連接。P可隨著地盤的變動而變形，有效的吸收前述負荷， 能防止接合樁被破壞。 再者，申請專利範圍第丨、2或6項之接合樁藉剪力帶 或鋼官等之移動限制構件，可補強接合樁之連接部，同時 2使剪切負荷作用於接合樁之連接部，也可確實的防止所 謂連接部左右分岐脫落之情形。 更且’申請專利範圍第1、2或6項之接合樁，由於未 使用如習知斷面；7字狀之連結構件，可將接合播之連接部 作成更簡單的構造，同時組裝作業等也變容易。 更且’申請專利範圍第！或2項之接合捲，上部端 下部端板不被拘束，接合樁連接部之變形位能可做大，增 大接合樁之破壞防止效果。 曰 員 申請專利範”3項之接合㈣藉焊接上部端板與下 部端板，可完全的防止連接部朝左右分歧，同時因只谭接 内側端部，連接部追隨地盤變動等地可變形。 :且’中請專利範圍第3項之接合樁，以所謂只焊接 上4知板與下部端板之内側端部符置&拔 趣mm 的構成’能容易且確 成形成連接部與連接部之分岐防止及連接部之隨動 本紙張尺度適用t國國家標平曙S)A4規格⑵G x 297公爱 470803(Please read the precautions on the back before filling this page) -------- Order --------- line 470803 A7 B7 V. Description of the invention (around the 6th or the scope of the patent application) The joint pile of 7 items or the scope of the patent application is characterized in that: an elastic body (rubber, etc.) is provided between the horizontal fastening portion and the end plate. Among the joints constructed as above, among them, the connection of the joint pile due to the earthquake When the bending load is applied, the elastic deformation of the elastic body caused by the relative displacement of the upper and lower end plates or the relative displacement of the upper and lower end plates, and the connection of the joining piles. P can be deformed as the site changes, which is effective The absorption of the aforementioned load can prevent the joint pile from being damaged. Furthermore, the joint pile of the patent application No. 丨, 2 or 6 can strengthen the connection portion of the joint pile by using a shear band or a steel member to restrict the movement of the joint pile. 2 Applying a shear load to the joints of the joint pile can also prevent the so-called joints from falling off from the left and right. Also, the joint piles of the scope of patent application No. 1, 2 or 6 are not used as known. Section; 7-shaped connecting member, can be joined The connection part has a simpler structure, and at the same time, it is easy to assemble. At the same time, the application volume of the patent application range! Or 2 joints, the upper and lower end plates are not restricted, and the deformation position of the joint pile connection can be changed. Make it larger to increase the effect of preventing the damage of the joint pile. The joints of the "3 patent applications" (by welding the upper end plate and the lower end plate) can completely prevent the connection portion from diverging to the left and right. The connecting part can be deformed in accordance with the change of the construction site. And the joint pile of item 3 in the patent application is so-called that only the inner end of the 4 know plate and the lower end plate are welded. The structure can easily and surely form the difference prevention of the connection part and the connection part and the follow-up of the connection part. The paper size is applicable to the national standard Pingshu S) A4 size ⑵G x 297 public love 470803
經濟部智慧財產局員工消費合作社印製 五、發明說明（5 ) 變形。 申凊專利範圍第6、7項之接合樁可連結上下端板，同 時藉彈性體介於水平扣止部與端板之間，可提高接合樁連 接部之彈性變形能力。 [變明之實施形態] 以下，以圖示之實施形態為基準說明本發明，第1圖 、第2圖表示本發明接合樁之第丨實施形態。第3圖表示本 發明接合樁之第2實施形態。第4圖、第5圖、第6圖表示本 發明接合樁之第3實施形態。第7圖表示本發明接合樁之第 4實施形態。第8圖表示本發明接合樁之第5實施形態。第9 圖表示本發明接合樁之第6實施形態。 第1圖、第2圖之第1實施形態其中，本發明之接合樁 主要包含有下列即： 上樁1，係在下端部設置上部端板（上部中間板）3 ; 下樁2，係在上端部設置下部端板（下部中間板）4 ; 彈性體5，係設置於上部端板3與下部端板4之間；以 及 剪力帶6，係固定於下部端板4之内側或外側，作為移 動限制構件，用以阻止上部端板3之橫向的移動。 。亥第1圖、第2圖之第1實施形態係將本發明之接合樁 適用於現場澆注混凝土樁之例，在穿設於接合樁設置現場 之設置孔A内如後述固定上樁丨與下樁2之框架材之後，藉 打設混凝土C，形成現場澆注之接合樁。 位於接合樁中間部上部端板3及下部端板4係鋼製的圓 本紐尺度適”關家標準（CNS)A4規格（21〇 x 297公爱)----- -8 - • I--------- I II ;裝· I------訂---------線 (請先閱讀背面之注意事項再填寫本頁} 470803Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs 5. Description of the invention (5) Deformation. The joint piles in items 6 and 7 of the patent application can be connected to the upper and lower end plates. At the same time, the elastic deformation capacity of the joint portions of the joint piles can be improved by the elastic body being interposed between the horizontal retaining portion and the end plate. [Brightening Embodiment] Hereinafter, the present invention will be described with reference to the illustrated embodiment. Figs. 1 and 2 show the first embodiment of the joint pile of the present invention. Fig. 3 shows a second embodiment of the joint pile according to the present invention. Figures 4, 5, and 6 show a third embodiment of the joint pile according to the present invention. Fig. 7 shows a fourth embodiment of the joint pile according to the present invention. Fig. 8 shows a fifth embodiment of the joint pile according to the present invention. Fig. 9 shows a sixth embodiment of the joint pile according to the present invention. The first embodiment of FIG. 1 and FIG. 2 is that the joint pile of the present invention mainly includes the following: an upper pile 1, which is provided with an upper end plate (upper middle plate) 3 at the lower end; a lower pile 2, which is attached at The upper end is provided with a lower end plate (lower middle plate) 4; an elastic body 5 is provided between the upper end plate 3 and the lower end plate 4; and a shear band 6 is fixed inside or outside the lower end plate 4, As a movement restricting member, it is used to prevent lateral movement of the upper end plate 3. . The first embodiment of FIG. 1 and FIG. 2 is an example in which the joint pile of the present invention is applied to a cast-in-place concrete pile, and the upper pile is fixed in the installation hole A passing through the joint pile installation site as described later. After the frame material of the pile 2, a concrete C is formed to form a joint pile cast on site. The upper end plate 3 and the lower end plate 4 located at the middle of the joint pile are made of steel. The standard of the standard "CNS" A4 (21〇x 297 public love) ----- -8-• I --------- I II; Install · I ------ Order --------- Line (Please read the precautions on the back before filling this page) 470803
五、發明說明（6 ) 經濟部智慧財產局員工消費合作社印製 反，在中央設有插入孔，用以能插入混凝打設用之調整管 〇 在上部端板3之上面，作為增強材由主筋7與環箍筋8 所構成之鋼筋筐以及位於上部端板3之外周由加固捲之連 接端部的鋼管等所構成的環狀之加SJ帶9藉焊接等固定。 —此外，下部端板4之下面也同樣的固定由主筋7與環箱 筋8所構成之鋼筋筐與加固帶9。 彈性體5係由具有合成橡膠等彈力性之材質等所構成 ，以—定的厚度，作成對應於上部端板3及下部端板4之開 孔圓板狀。再者，該彈性體5係在上部端板3之上面或下部 端板4之下面由粘合劑等暫時粘住較為理想。 剪力帶6係抵抗作用於接合樁剪斷之構件，由厚壁具 有與端板兩張份厚度相同長度之鋼管等所構成，如第以圖 所示，下部插入下部端板4之中央孔並以焊接等固定，上 部則自下部端板4突出上方作成可阻止上部端板3之橫移動 〇 此外，如第2b圖所示，在下部端板4之外周面固定剪 力帶6也可。該情形，加固帶9變成在上下分歧。 再者，該圖示例雖將剪力帶6固定於下部端板4 ,但並 不限定這樣，作成固定於上部端板3也可，更且，不限定 於環狀之剪力帶6，在圓周方向隔著間隔配置之板構件也 佳。 設置如以上構成之接合樁係在地上等連接上樁丨之框 架材與下樁2之框架材》 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公爱） — — — — — — — — — — — — - I I I I I I I ·111111 _ (請先閱讀背面之注意事項再填寫本頁) 9 470803 A7 五、發明說明（7 當該連接時，在下部端板4’下部固定之剪力帶6的上 部插入上部端板3之中央孔，將上部端板3與下部端板4透 過彈性體5重疊，譬如，將上樁1與下樁2之主筋7彼此之間 藉貫通前述中央孔内之連結用鋼筋連結，將上樁丨之框架 材與下樁2之框架材一體比。 而且，將該一體化的上樁1之框架材與下樁2之框架材 吊下没置孔A内之後，藉打設混凝土 c並硬化，上部端板3 與下部端板4通過彈性體5、剪力帶6形成一體化之接合樁 〇 按照如此形成之接合樁，作用於其上下軸線方向之靜 負荷等，藉前述上樁1及下樁2適當的支撐。 而且，起因於地震之液狀化現象等的發生，上樁1或 下樁2設置之地盤局部性侧方移動在兩樁丨、2之連接部很 大的彎曲負荷或對應於地震之橫搖及從搖之橫方向及上下 方向之振動負荷等作用時，藉彈性體5彈性變形，接合樁 之連接部隨著前述地盤之變動等可變形，有效的吸收前述 負荷，能防止接合樁被破壞。 本發明由於未使用如習知夾住上部端板3與下部端板4 連結的斷面3字狀之連結構件，上部端板3及下部端板4不 被拘束，可增大接合樁連接部之變形位能，增大接合樁之 被壞防止效果。 再者，藉剪力帶6可增強接合樁之連接部，同時即使 剪切負荷作用於接合樁之連接部，也可確實的防止所謂連 接部左右有分歧脫落之情形。 私紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公爱 (請先閱讀背面之注意事項再填寫本頁) '裳i !!—訂*!_竣 經濟部智慧財產局員工消費合作杜印製 象 經濟部智慧財產局員工消費合作社印製 470803 A7 --- B7 五、發明說明（8 ) 此外，以上之第1實施形態其中，即使省略彈性體5， 由於上部端板3與下部端板4上下方向的相對位移，接合樁 之連接部隨著地盤之變動可變形，有效的吸收負荷也可防 止接合樁被破壞。 第3圖表示本發明接合樁之第2實施形態，在此，代替 第1圖及第2圖所示第1實施形態之剪力帶6 ,使用鋼管1〇或 鋼筋筐11作為移動限制構件。 該鋼官10等只要在上樁1之框架材與下樁2之框架材固 疋時，插入其内部即可。如此構成時，有更簡單作成上部 端板3及下部端板4之優點。即使在該第2實施形態，也可 省略彈性體5。 第4圖表示本發明接合樁之第3實施形態。該第3實施 形態係本發明之接合樁適用於中空之預力混凝土樁（以後 稱中空PC樁）之例。 在此，未設置如前述第丨及第2實施形態作為移動限制 構件之扣止構件或鋼管、鋼筋M，將上部端板3之内側端 部與下部端板4之内側端部，亦即，只焊接上部端板3與下 部端板4之内側端部。 而且，藉焊接上部端板3與下部端板4 ’作成可完全的 防止連接部朝左右分歧。再者，由於只焊接内側端部，作 成連接部可隨著地盤變動等變形。 而且該接合樁以所謂只焊接上部端板3與下部端板4 之内側端部簡單的構成形成連接部，可容易且確實的達成 連接部之分歧防止及連接部之隨動變形。 -----------—-裝-----1--訂---------線 <請先閱讀背面之注意事項再填寫本頁)V. Description of the invention (6) The employee's consumer cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs has printed it, and there is an insertion hole in the center for inserting the adjustment tube for the concrete setting. Above the upper end plate 3 is used as a reinforcing material. The reinforced basket composed of the main ribs 7 and the hoop ribs 8 and the ring-shaped plus SJ tape 9 formed by the steel pipe or the like at the outer end of the upper end plate 3 connected with the reinforcing coils are fixed by welding or the like. -In addition, the lower end plate 4 is similarly fixed with a reinforcing basket 9 and a reinforcing belt 9 composed of a main rib 7 and a ring box rib 8. The elastic body 5 is made of an elastic material such as a synthetic rubber, and is formed into a circular plate shape with a predetermined thickness corresponding to the upper end plate 3 and the lower end plate 4. It is preferable that the elastic body 5 is temporarily adhered to the upper end plate 3 or the lower end plate 4 by an adhesive or the like. The shear band 6 is a member that resists the shear of the joint pile. It is composed of a thick-walled steel pipe with the same thickness as the two end plates. As shown in the figure, the lower part is inserted into the central hole of the lower end plate 4. It is fixed by welding or the like, and the upper part is protruded from the lower end plate 4 to prevent the lateral movement of the upper end plate 3. In addition, as shown in FIG. 2b, it is also possible to fix the shear band 6 on the outer peripheral surface of the lower end plate 4. . In this case, the reinforcing tape 9 becomes divergent. Moreover, although the example of the figure fixes the shear band 6 to the lower end plate 4, it is not limited to this. It may be fixed to the upper end plate 3, and it is not limited to the annular shear band 6, It is also preferable that the plate members are arranged at intervals in the circumferential direction. Set the above-mentioned joint piles on the ground to connect the upper and lower frame 丨 the frame material and the frame material of the lower pile 2 "This paper size applies to China National Standard (CNS) A4 specifications (210 X 297 public love) — — — — — — — — — — — — — IIIIIII · 111111 _ (Please read the notes on the back before filling out this page) 9 470803 A7 V. Description of the invention (7 When this connection is made, the shear force fixed on the lower end plate 4 ' The upper part of the belt 6 is inserted into the central hole of the upper end plate 3, and the upper end plate 3 and the lower end plate 4 are overlapped by the elastic body 5. For example, the main ribs 7 of the upper pile 1 and the lower pile 2 are passed through the central hole. The inner connection is connected with steel bars, and the frame material of the upper pile 丨 and the frame material of the lower pile 2 are integrally compared. Furthermore, the integrated frame material of the upper pile 1 and the frame material of the lower pile 2 are suspended without holes A After the inside, the concrete c is set and hardened, and the upper end plate 3 and the lower end plate 4 form an integrated joint pile through the elastic body 5 and the shear band 6. According to the joint pile thus formed, it acts on the upper and lower axial directions. Static load, etc. Moreover, due to the occurrence of the liquefaction phenomenon of the earthquake, the locality of the site where the upper pile 1 or the lower pile 2 is located moves laterally at a large bending load at the joint between the two piles 2 or 2 or corresponds to In the event of earthquake rolling and vibration load from the horizontal and vertical directions, the elastic body 5 is elastically deformed, and the connection part of the joint pile can be deformed according to the change of the aforementioned site, and the aforementioned load can be effectively absorbed to prevent the The joint pile is destroyed. Since the present invention does not use a cross-section 3-shaped connecting member that clamps the upper end plate 3 and the lower end plate 4 as is conventionally used, the upper end plate 3 and the lower end plate 4 are not restricted and can be increased. The deformation potential of the connection portion of the large pile is increased, and the effect of preventing the damage of the pile is increased. Moreover, the connection portion of the pile is strengthened by the shear band 6, and even if a shear load is applied to the connection portion of the pile, It can surely prevent the so-called connection part from falling off from the left and right. The private paper size applies the Chinese National Standard (CNS) A4 specification (210 X 297 public love (please read the precautions on the back before filling this page) 'Shangi !! —Order *! _ End Economy Printed by the Intellectual Property Bureau of the Ministry of Intellectual Property, printed by Du Xiangxiang, printed by the Consumers ’Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs, 470803 A7 --- B7 V. Description of the Invention (8) In addition, in the first embodiment above, even if the elastomer 5 is omitted, Due to the relative displacement of the upper end plate 3 and the lower end plate 4 in the vertical direction, the connection portion of the joint pile can be deformed with the change of the site, and the effective absorption of the load can also prevent the joint pile from being damaged. Figure 3 shows the joint pile of the present invention. In the second embodiment, instead of the shear band 6 of the first embodiment shown in FIGS. 1 and 2, a steel pipe 10 or a steel basket 11 is used as a movement restricting member. When the frame material of 1 and the frame material of the lower post 2 are fixed, they can be inserted into the inside. With such a configuration, there is an advantage that the upper end plate 3 and the lower end plate 4 can be made easier. Even in this second embodiment, the elastic body 5 can be omitted. Fig. 4 shows a third embodiment of the joint pile according to the present invention. This third embodiment is an example in which the joint pile of the present invention is applied to a hollow prestressed concrete pile (hereinafter referred to as a hollow PC pile). Here, the retaining members or steel pipes and steel bars M as the movement restricting members as in the foregoing first and second embodiments are not provided, and the inner end portion of the upper end plate 3 and the inner end portion of the lower end plate 4 are not provided, that is, Only the inner end portions of the upper end plate 3 and the lower end plate 4 are welded. Furthermore, by welding the upper end plate 3 and the lower end plate 4 ', it is possible to completely prevent the connection portion from diverging to the left and right. Furthermore, since only the inner end portion is welded, the connecting portion can be deformed in accordance with the fluctuation of the site. In addition, the joint pile has a simple structure in which only the inner end portions of the upper end plate 3 and the lower end plate 4 are welded to form the connection portion, and it is possible to easily and reliably achieve the prevention of the divergence of the connection portion and the subsequent deformation of the connection portion. -------------- install ----- 1--order --------- line < Please read the notes on the back before filling this page)
經濟部智慧財產局員工消費合作社印製 470803 A7 ____ B7 五、發明說明（9 ) 此外，在該第4圖之實施形態上部端板3與下部端板4 之内側端部係自中空預力混凝土樁23之内壁面23a朝中空 部内突出。如此做時，上部端板3與下部端板4可盡量做長 ，相對於地盤變動等上部端板3與下部端板4之隨動變形之 變形能力變成可更大。 但是’該上部端板3與下部端板4不需突出，各端面作 成與内壁面23a同一面也可（圖示表示）。 再者’作為只焊接該上部端板3與下部端板4之内側端 部之形fe，係如第5圖所示’焊接下部端板4之内側端朝上 部端板3側彎曲之彎曲部4a與上部端板3之形態也佳。 如此’焊接形態只要僅為上部端板3與下部端板4之内 側端部一體化之狀態’怎麼樣的形態也都可。 更且’如第6圖所示，在上部端板3之内側部或下部端 板4之内側部設置薄片部24也可，而且，該實施形態之薄 片部24設置於上部端板3及下部端板4兩端板之内側部。另 外’雖未圖示’但只在上部端板3之内侧部或下部端板4之 内側部設置也佳。 如此即使設置薄片部24，相對於地盤變動等上部端板 3與下部端板4之隨動變形之變形能力變成可更大。 此外’在第4圖中，符號25係浸入防止用膠帶，在中 空預力混凝土樁23之上部預力混凝土樁23b與下部預力混 凝土樁23C之連接部、堵塞上部端板3與下部端板4之間隙 ’必須防止自其間隙浸入土砂或水，係盤繞在中空預力混 凝土樁23之外周面23d。作為該浸入防止用膠帶25，可考 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公爱） 12 I----111— IJ- r 裝 i· — ！ —訂！——-吹 (請先閱讀背面之注意事項再填寫本頁) 470803 A7 __________B7 五、發明說明（10 ) 慮有伸縮性的膠帶或薄鐵板等。 再者’該第4圖實施形態之主筋7係將預應力分配給預 力混凝土鋼棒’將形成於頂端部之扣止部7a扣止於在上部 端板3及下部端板4形成之扣止部孙及扣止部仆而設置。 第7圖表示本發明接合樁之第4實施形態。在此，作為 移動限制構件’使用具有水平扣止部之剪力帶^ 2，自上面 扣止上部端板。再者，該第4實施形態係本發明之接合樁 適用於現場澆注混凝土樁之例。 剪力帶12係由環狀之垂直扣止部12a與自該垂直扣止 部12a之上端突出水平的水平扣止部12b所構成，以垂直扣 止部123抵抗剪切，以水平扣止部12b連結上部端板3與下 部端板3與下部端板4。 水平扣止部12b係在圓周方向隔著一定的間隔複數配 設，當固定上樁1之框架材與下樁2之框架材時，在垂直扣 止部12a之上端以焊接等固定，連結上部端板3與下部端板 4使一體化。 該水平扣止部12b ’並不限定於左圓周方向斷續的 置者，環狀者也可。再者，將在圓周方向斷續的配置之 平扣止部12b—體的安裝於垂直扣止部12a，在上部端板 設置垂直扣止部12a可通過的缺口，將上部端板3相對於下 部端板4移動組裝之後，作成上部端板3旋轉少許一動手就 可連結也可。 再者’該剪力環12係如第4a圖所示，在下部端板4之 内周面以焊接等固定也可，如第4b圖所示，在下部端板4 -------------裝--------訂---------線 (請先閱讀背面之注意事項再填寫本頁) 配 水 經濟部智慧財產局員工消費合作社印製 13 470803 A7 ______ B7 五、發明說明（11 ) 之外周面以焊接等固定也可。更且，雖未圖示，但在上部 端板4之外周面以焊接等固定也可。更且，雖未圖示，但 在上部端板3之内側或外側固定剪力環12也可。如此構成 的剪力環12，可連結上部端板3與下部端板4，而可省略第 2圖情形之連結用鋼筋。 更且’將彈性體丨3介於水平扣止部12b與上部端板3之 間藉端板間之彈性體5與彈性體13，作成可獲得很大的彈 性變形較為理想。此外’彈性體丨3可使用板狀者或在中心 具有芯材斷面圖形者等。 此外，該第4實施形態的情形，也作成只彈性體13省 略彈性體5，或可省略彈性體5及彈性體13兩方。 第8圖表示本發明接合樁之第5實施形態。在此，代替 第7圖所示之第4實施形態之剪力環，使用斷面：j字狀之 連結構件（鞘）20。 該連結構件20係在垂直部20a之上下端部一體的設置 水平扣止部20b、20c所構成。如此的連結構件20係在圓周 方向複數的分割作成簡單的安裝於上部端板3及下部端板4 ’將連結構件20之各分割片彼此之間以焊接等一體化，或 將環形體21以焊接等安裝於連結構件20使用一體化。 該情形，在上下之水平扣止部20b、20c與上部端板3 、下部端板4之間也配設彈性體22。此外，藉連結構件2〇 安裝於上部端板3及下部端板4之内周面，可失掉突出於端 板3、4外侧之部份。 此外，該第5實施形態之情形，也作成只彈性體22省 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） (請先閲讀背面之注意事項再填寫本頁) -裝·一------訂 —1_11--線 經濟部智慧財產局員工消費合作社印製 14 經濟部智慧財產局員工消費合作社印製 470803 Α7 ----Β7 五、發明說明（u) 略彈性體5 ’或可省略彈性體5及彈性體22兩方。 本發明之接合樁雖表示適用於前述之各實施形態中現 場澆注混凝土樁或中空預力混凝土樁之例，但並不限定於 如此，預裝混凝土樁' 鋼管樁、或在鋼管内填充混凝土組 成的複合樁’或組合該等所構成的樁等也可適用。 譬如，如第9圖所示，將上部端板3及下部端板4與其 近旁部份透過一體形成之連結部，或雖未圖示在上部端板 3與下部端板4直接設置鋼管，鋼管樁26可作為本發明之接 合樁（本發明接合樁之第6實施形態）。 [發明之效果] 本發明之接合樁，因為由如上的構成所形成，可達成 如下的效果。 〇)申請專利範圍第卜2、3、6項之接合樁，由於未 使用如習知的斷面^字狀之連結構件，接合樁之連接部可 作成更簡單的構S ’同時組裝作業等也變容易，可謀求成 本之降低及作業效果之提高。申請專利範圍第7項之接合 樁可失掉突出於上下端板外側之部份。 (2) 申凊專利範圍第丨、2項之接合樁係上部端板及下 部端板不被拘束’可增大接合樁連接部之變形位能，接合 樁之破壞防止效果即能增大。中請專利範圍第6、7項之接 合樁可連結上下端板，同時由於在水平扣止部與端板之間 α置彈性體，能提高接合樁連接部之彈性變形能力。 (3) 申明專利範圍第3項之接合樁，以上部端板與下部 端板之焊接，可完全的防止連接部朝左右分歧，同時只焊 — — — — — — — — — - 1 I I I I I I ^ * — — — — — — (請先Μ讀背面之注意^項再填寫本頁)Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs 470803 A7 ____ B7 V. Description of the invention (9) In addition, in the embodiment shown in Figure 4, the inner ends of the upper end plate 3 and the lower end plate 4 are made of hollow prestressed concrete The inner wall surface 23a of the pile 23 protrudes into the hollow portion. In doing so, the upper end plate 3 and the lower end plate 4 can be made as long as possible, and the deformation ability of the upper end plate 3 and the lower end plate 4 following the deformation such as the site change can be greater. However, the upper end plate 3 and the lower end plate 4 do not need to protrude, and each end surface may be the same surface as the inner wall surface 23a (shown in the figure). Furthermore, as a shape that only welds the inner end portion of the upper end plate 3 and the lower end plate 4, it is a bent portion where the inner end of the lower end plate 4 is bent toward the upper end plate 3 as shown in FIG. The shapes of 4a and the upper end plate 3 are also good. The "weld form" may be any form as long as it is only a state in which the upper end plate 3 and the lower end plate 4 are integrated on the inner side. Furthermore, as shown in FIG. 6, the sheet portion 24 may be provided on the inner side portion of the upper end plate 3 or the inner side portion of the lower end plate 4, and the sheet portion 24 of this embodiment is provided on the upper end plate 3 and the lower portion. The inner sides of the two end plates of the end plate 4. Also, "not shown" is preferably provided only on the inner portion of the upper end plate 3 or on the inner portion of the lower end plate 4. In this way, even if the sheet portion 24 is provided, the deformation ability of the upper end plate 3 and the lower end plate 4 to follow the deformation can be made larger with respect to the site fluctuation. In addition, in FIG. 4, the symbol 25 is an immersion prevention tape, and the upper prestressed concrete pile 23 b and the lower prestressed concrete pile 23C are connected at the upper portion of the hollow prestressed concrete pile 23 to block the upper end plate 3 and the lower end plate. The gap of 4 must be prevented from immersing in soil, sand or water from its gap, and it is coiled around the outer peripheral surface 23d of the hollow prestressed concrete pile 23. As the tape 25 for preventing immersion, you can consider that the paper size is in accordance with China National Standard (CNS) A4 (210 X 297 public love) 12 I ---- 111— IJ- r equipment i · —! —Order! ——- Blow (please read the precautions on the back before filling this page) 470803 A7 __________B7 V. Description of the invention (10) Consider elastic tape or thin iron plate. Furthermore, 'the main rib 7 of the embodiment shown in FIG. 4 distributes the prestressing force to the prestressed concrete steel rod', and the buckle portion 7a formed on the top end is buckled on the buckle formed on the upper end plate 3 and the lower end plate 4. It is set to stop the sun and the detained servants. Fig. 7 shows a fourth embodiment of the joint pile according to the present invention. Here, as the movement restricting member ', a shear band ^ 2 having a horizontal locking portion is used to fasten the upper end plate from above. The fourth embodiment is an example in which the joint pile of the present invention is applicable to cast-in-place concrete piles. The shear band 12 is composed of a ring-shaped vertical retaining portion 12a and a horizontal retaining portion 12b protruding horizontally from the upper end of the vertical retaining portion 12a. The vertical retaining portion 123 resists shearing and the horizontal retaining portion 12b connects the upper end plate 3, the lower end plate 3, and the lower end plate 4. The horizontal fastening portion 12b is provided in plural in the circumferential direction at a certain interval. When the frame material of the upper pile 1 and the frame material of the lower pile 2 are fixed, the upper end of the vertical fastener portion 12a is fixed by welding or the like to connect the upper portion. The end plate 3 and the lower end plate 4 are integrated. The horizontal locking portion 12b 'is not limited to those placed intermittently in the left circumferential direction, and may be a ring-shaped one. Furthermore, the flat locking portions 12b intermittently arranged in the circumferential direction are integrally mounted on the vertical locking portions 12a, and the upper end plate is provided with a notch through which the vertical locking portions 12a can pass, and the upper end plate 3 is opposed to After the lower end plate 4 is moved and assembled, the upper end plate 3 is made to rotate a little and can be connected with a hand. Furthermore, as shown in FIG. 4a, the shear ring 12 may be fixed to the inner peripheral surface of the lower end plate 4 by welding or the like. As shown in FIG. 4b, the lower end plate 4 may be fixed. ------- Installation -------- Order --------- line (please read the precautions on the back before filling this page) System 13 470803 A7 ______ B7 V. Description of the invention (11) The outer peripheral surface may be fixed by welding or the like. Furthermore, although not shown, the outer peripheral surface of the upper end plate 4 may be fixed by welding or the like. Moreover, although not shown, the shear ring 12 may be fixed to the inside or outside of the upper end plate 3. The shear ring 12 thus configured can connect the upper end plate 3 and the lower end plate 4 and can omit the connecting reinforcing bar in the case of FIG. 2. Furthermore, the elastic body 5 and the elastic body 13 are interposed between the horizontal retaining portion 12b and the upper end plate 3, and the elastic body 5 and the elastic body 13 are formed to obtain a large elastic deformation. In addition, the 'elastic body 3' may be a plate-shaped one or a core material cross-sectional pattern in the center. In addition, in the case of the fourth embodiment, only the elastic body 13 is omitted and the elastic body 5 may be omitted, or both of the elastic body 5 and the elastic body 13 may be omitted. Fig. 8 shows a fifth embodiment of the joint pile according to the present invention. Here, instead of the shear ring of the fourth embodiment shown in Fig. 7, a j-shaped connecting member (sheath) 20 is used in section. The connecting member 20 is formed by integrally providing horizontal locking portions 20b and 20c above and below the vertical portion 20a. Such a connecting member 20 is divided into plural pieces in the circumferential direction so as to be simply mounted on the upper end plate 3 and the lower end plate 4 ′ to integrate the divided pieces of the connecting member 20 with each other by welding or the like, or to integrate the annular body 21 with The welding and the like are integrated into the connecting member 20 and integrated. In this case, an elastic body 22 is also disposed between the upper and lower horizontal locking portions 20b and 20c and the upper end plate 3 and the lower end plate 4. In addition, by connecting the connecting member 20 to the inner peripheral surfaces of the upper end plate 3 and the lower end plate 4, portions protruding outside the end plates 3 and 4 can be lost. In addition, in the case of this fifth embodiment, only elastomers 22 provinces are used. This paper size applies the Chinese National Standard (CNS) A4 specification (210 X 297 mm) (Please read the precautions on the back before filling this page)- Assemble · 1 ------ Order—1_11-- Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs 14 Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs 470803 Α7 ---- B7 V. Description of Invention (u) The elastic body 5 ′ may be omitted or both of the elastic body 5 and the elastic body 22 may be omitted. Although the joint pile of the present invention shows an example applicable to the cast-in-place concrete pile or hollow prestressed concrete pile in each of the foregoing embodiments, it is not limited to this. The composition of pre-installed concrete piles' steel pipe piles or filled steel pipes with concrete It is also applicable to a composite pile ', or a combination of these. For example, as shown in FIG. 9, the upper end plate 3 and the lower end plate 4 are integrally formed with a connecting portion through the vicinity thereof, or although the upper end plate 3 and the lower end plate 4 are not directly shown, a steel pipe or a steel pipe is directly provided. The pile 26 can be used as a joint pile of the present invention (sixth embodiment of the joint pile of the present invention). [Effects of the Invention] Since the joint pile of the present invention is formed as described above, the following effects can be achieved. 〇) The joint piles in the scope of patent applications No. 2, 3, and 6, because the conventional cross-section-shaped connecting members are not used, the joints of the joint piles can be made into a simpler structure. It also becomes easy, and it is possible to reduce the cost and improve the operation effect. The joint pile of the scope of patent application No. 7 can lose the part protruding outside the upper and lower end plates. (2) The upper end plate and the lower end plate of the joint pile system in the scope of application patent No. 丨 and 2 are not restricted 'can increase the deformation potential of the joint pile connection portion, and the effect of preventing the destruction of the joint pile can be increased. The joint piles in the patent claims No. 6 and 7 can be connected to the upper and lower end plates. At the same time, because the α-elastic body is placed between the horizontal retaining portion and the end plate, the elastic deformation capacity of the joint portion of the joint pile can be improved. (3) The joint pile of item 3 of the declared patent scope, the welding of the upper end plate and the lower end plate can completely prevent the connection part from diverging to the left and right, and only weld — — — — — — — — —-1 IIIIII ^ * — — — — — — (Please read the note on the back ^ before filling this page)
470803 經濟部智慧財產局員工消費合作社印製 A7 五、發明說明（η ) 接内側端部，連接部追隨地盤變動等也能變形。 而且，該申請專利範圍第3項之接合樁係以所謂只焊 ^上部端板與下部端部之内側端部簡單的構成，形成連接 邛可谷易且確實的達成連接部之分歧防止及連接部之隨 動變形。 [圖式之簡單說明] [第1圖] 表示本發明接合樁之第1實施形態分解斜視圖。 [第2圖]⑷_(b) 表示本發明接合樁之第1實施形態剖視圖。 [第 3圖](a)-(b) 表示本發明接合樁之第2實施形態剖視圖。 [第4圖] 表示本發明接合樁之第3實施形態剖視圖。 [第5圖] 表示本發明接合樁之第3實施形態剖視圖。 [第6圖] 表示本發明接合樁之第3實施形態分解斜視圖。 [第7圖] 表示本發明接合樁之第4實施形態刮視圖。 [第8圖] 表示本發明接合樁之第5實施形態剖視圖。 [第9圖] 表示本發明接合樁之第6實施形態剖視圖。 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） — — — — — — — — — I!·! — — — — — ——^ * — — — — — — — « — — — — —I — I (請先S讀背面£意事項再琪寫本ί 470803 A7 B7 五、發明說明（I4 元件標號對照 經濟部智慧財產局員工消費合作社印製 1···上樁 2…下樁 3…上部端板 3b···扣止部 4··.下部端板 4 a…彎曲部 4 b…扣止部 5…彈性體 6…剪力帶 7…主筋 7 a…扣止部 8…環箍筋 9…加固帶 10…鋼管 11…鋼筋筐 12…剪力帶 12 a…垂直扣止部 12b···水平扣止部 13…彈性體 20…斷面r?字狀之連結構 件（鞘） 20a···垂直部 2 0 b，2 0 c…水平扣止部 21…環形體 22…彈性體 23…中空預力混凝土樁 23a…内壁面 23b···上部預力混凝土樁 23c···下部預力混凝土樁 23d···外周面 24…薄片部 25…浸入防止用膠帶 26…鋼管樁 C…混凝土 -------------裝--------訂---------線 (請先閱讀背面之注意事項再填寫本頁) 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） 17470803 Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs A7 V. Description of the Invention (η) It can be deformed if it is connected to the inner end, and the connection part follows the site changes. In addition, the joint pile system in the third item of the patent application has a simple structure of welding only the upper end plate and the inner end portion of the lower end portion to form a connection, which can easily and reliably prevent the divergence and connection of the connection portion. Department of follow-up deformation. [Brief description of the drawings] [Fig. 1] An exploded perspective view showing the first embodiment of the joint pile of the present invention. [Fig. 2] ⑷_ (b) is a cross-sectional view showing a first embodiment of a joint pile according to the present invention. [Fig. 3] (a)-(b) are sectional views showing a second embodiment of the joint pile according to the present invention. [Fig. 4] A cross-sectional view showing a third embodiment of the joint pile according to the present invention. [FIG. 5] A cross-sectional view showing a third embodiment of the bonded pile according to the present invention. [Fig. 6] An exploded perspective view showing a third embodiment of the bonded pile according to the present invention. [Fig. 7] A scraped view showing a fourth embodiment of the joint pile according to the present invention. [Fig. 8] A cross-sectional view showing a fifth embodiment of the joint pile according to the present invention. [FIG. 9] A cross-sectional view showing a sixth embodiment of the joint pile according to the present invention. This paper size applies to China National Standard (CNS) A4 (210 X 297 mm) — — — — — — — — — — I! ·! — — — — — — ^ * — — — — — — — — — — — — — —I — I (Please read the back of the book first and then write the manuscript 470 803 A7 B7 V. Description of the invention (I4 The component number is printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs and printed on the pile 2 ... Lower pile 3 ... upper end plate 3b ... detaining portion 4 ... lower end plate 4a ... bend portion 4b ... detent portion 5 ... elastic body 6 ... shear band 7 ... main rib 7a ... detent portion 8 ... hoop bar 9 ... reinforcement band 10 ... steel pipe 11 ... reinforced basket 12 ... shear band 12 a ... vertical buckle portion 12b ... horizontal buckle portion 13 ... elastic body 20 ... section r? Shaped link Component (sheath) 20a ··· Vertical part 2 0 b, 2 0 c ... Horizontal retaining part 21 ... Ring body 22 ... Elastomer 23 ... Hollow prestressed concrete pile 23a ... Inner wall surface 23b ... Upper prestressed concrete pile 23c ··· Lower prestressed concrete pile 23d ··· outer peripheral surface 24 ... thin section 25 ... tape prevention tape 26 ... steel pipe pile C ... concrete ------------- -------- Order --------- Line (Please read the precautions on the back before filling this page) This paper size applies to China National Standard (CNS) A4 (210 X 297 mm) ) 17