200928061 九、發明說明： 【發明所屬之技術領域】 本發明係關於一種具有申請專利範圍第丨項之前今所 述特徵的用於將石板連接到混凝土板的伸縮錦。 【先前技術】 為審美上的原因而以石板包覆建築物外觀係已知的。 為了加固，可將石板連接到用作石板支撐物的混凝土板。 Ο 歐洲專利第EP 663 492 B1號揭示一種用於該目的之 伸縮錨。A 了 Μ於石板中之盲孔中，已知的伸縮錯具有 伸縮元件，該伸縮元件可藉由被向上推至張開的膨服部件 上:膨脹，且結果該伸縮元件將伸縮錫銷定於石板中。以 慣常方式，已知伸縮錨的膨脹部件為一種膨脹圓錐體，亦 即為截頭圓錐的形狀；然而，其他形狀之膨服部件亦為 可行且可能的，例如，角錐形或甚至楔形的膨脹部件。 由於伸縮元件被向上推至張開的膨脹部件上，伸縮元 件變得脹開（widen 〇ut)，此稱為膨脹。由於伸縮元件之 膨脹，伸縮㈣Μ於石板中的孔中。取代將伸縮元件向 上推至膨脹部件上，亦可將膨脹部件拉到伸縮元件内部， Ζ本發明之用詞之下亦視為將伸縮元件向上推至膨服部 寄伸縮^從石板突出的一部分錯定於混凝土板中，此 ::如藉由在該部分周圍洗鑄混凝土、混凝土隨後固化以 凝土板而成為可能的。也可能的是將材料倒入在混 减土板中鑽的孔中且填充該孔，亦即，將從石板突出之伸 5 200928061 縮錨或某些其他錨定構件以化學的方式錨定於混凝土板之 中。 為了補償混凝土固化時的收縮及/或石板與混凝土板的 不同的熱膨脹，石板及混凝土板能夠相對於彼此移動係必 要的。在已知的伸縮錨之情況下，這種石板相對於混凝土 板移動之能力或可位移性、其相對於伸縮錨為橫向或徑向 移動、係借助於一個塑膠套管達成，該塑膠套管在從石板200928061 IX. INSTRUCTIONS OF THE INVENTION: TECHNICAL FIELD OF THE INVENTION The present invention relates to a telescopic brocade for joining slabs to concrete slabs having the features previously described in the scope of the claims. [Prior Art] A slate-covered building appearance is known for aesthetic reasons. For reinforcement, the slab can be attached to a concrete slab used as a slate support. A telescopic anchor for this purpose is disclosed in European Patent No. EP 663 492 B1. A is in the blind hole in the slate, the known telescopic error has a telescopic element, which can be pushed up to the open expansion part: expansion, and as a result, the expansion element will fix the expansion tin In the slate. In a conventional manner, the expansion member of the telescopic anchor is known to be an expanded cone, ie in the shape of a truncated cone; however, other shapes of the expanded component are also possible and possible, for example, pyramidal or even wedge-shaped expansion. component. Since the telescopic element is pushed up onto the flared expansion member, the telescopic element becomes widened, which is called expansion. Due to the expansion of the telescopic element, the telescoping (4) is placed in the hole in the slate. Instead of pushing the telescopic element up onto the expansion member, the expansion member can also be pulled into the interior of the telescopic element. Under the terminology of the present invention, it is also considered to push the telescopic element up to the expansion portion to telescope a part of the protruding from the slate. It is fixed in the concrete slab. This: It is possible to wash the concrete around the part, and then solidify the concrete to form a concrete board. It is also possible to pour the material into the hole drilled in the soil plate and fill the hole, ie the extension of the slab 5 200928061 anchor or some other anchoring member is chemically anchored to Among the concrete slabs. In order to compensate for the shrinkage of the concrete during solidification and/or the different thermal expansion of the slab and the concrete slab, the slate and concrete slabs are necessary to move relative to each other. In the case of known telescopic anchors, the ability or displacement of the slab relative to the concrete slab, its lateral or radial movement relative to the telescopic anchor, is achieved by means of a plastic sleeve, the plastic sleeve In the slate
過渡至混凝土板的區域中圍繞伸縮錨、且延伸一特定距離 而到達石板之中且亦延伸一特定距離而到達混凝土板中。 只有在伸縮元件已被向上推至膨脹部件之後，亦即，在伸 縮元件膨脹之後且因此在將伸縮錨錨定於石板中之後，可 將已知伸縮錨的塑膠套管放在伸縮錨上的適當位置中。 【發明内容】 ▼之問題為提出-帛上文所述之種類的伸縮錯， 其允許石板相對於該石板所連接的混凝土板之可移位性， 而無需在將伸縮_定於石板中之後在從混凝土板到 的過渡處將一覆蓋物裝配至伸縮錨。 根據本發明，藉由申請專利範圍第 問題。根據本發明之伸縮錨且古. 之特徵解決該 於此元件，可轉移將:： 力轉移元件，借助 力。膨脹所需的作用力可相應地借助於該的作用 而轉移至伸縮元件。作用力轉移元件在作用二轉移元件 比在橫過該轉移方向上更加剛硬。作用力=移方向上 縮元件向上推至膨脹部件，亦即，用於膨脹，所：向為將伸 m所需之方向。 ❹ ❹ 200928061 :向上’需要作用力轉移元件具有最大可能的剛性。 =〜方向’石板必須可以相對於混凝土板移位，此係借 :作用力轉移元件在該方向或該等方向上之較低剛性來 伸縮元件可以是能约橫過作用力轉移方向而彈性及/ =生變形。如在已知的伸縮錯之情況下，根據本發二 ::二用力轉移元件可為套管，但其在作用力轉移方向 j (相當大地）較大剛性’亦即，在套管之縱向方向 :2方向上比在橫過該方向或徑向方向上剛性大。本發 下優點♦•伸縮^件可借助於作用力轉移元件而向 上推至膨脹部件上且因此而膨服，且作用力轉移元件血需 後移除並由彈性元件替換’而是允許石板相對於 /¾錢土板之必要的可位移性。 在本發明之較佳實例中，伸縮錫為底切錯，其由於伸 細兀件在-個底切孔中之膨脹而可以用連鎖的連接方 定於石板中。本發明並不排除在石板中之以另外作用力為 基礎的連接。而且，本發明原則上不排除在非底切的鑽孔 令之專門以作用力為基礎的連接。底切錯具有連鎖連接之 優點。 在本發明之實例中’伸縮錯具有一膨脹部件連同—柄 該柄與該膨脹部件可為一整件的。也有可能的是柄係例如 以螺桿連接至該膨脹部件。作用力轉移元件具有一通孔， 伸縮錨之柄係延伸通過該通孔。作用力轉移元件可在柄上 移位。其可與柄以摩擦相接觸。此種作用力轉移元件的一 個實施例為已提及之套管。 7 200928061 在本發明之實例中，作用力轉移 結果，作用力轉- 八有圓柱形封套。 必音★胃連續= 石板中之圓柱形孔。“封套，，不 义…月連續的圓柱形外表m 封套不 邊表面可具有凹部。然而，本發二：轉移元件的周 表面的作用力轉移元件。 示具有圓柱形外部 —可例如藉由—種具有非均質材料 方向上比在橫過該方向上 、：’即，在 轉移元件在作用 之材科，來達成作用力 性。 比橫過該方向上更大的剛 在本發明之實例令， 方向上的不同剛性 移方向上與在橫過該 J K疋藉由作用 此目的，作用力 _ 的开^狀達成。為 之凹部。其可具 t用力轉移方向上延伸 作用力轉移方向上延袖沾站* 脊。作用力轉移元件可1 Ο上延伸的肋部及/或隆 或例如呈星形在 η卩及/或隆脊定界之空隙， 移元件之作用力轉二:旋形地發散、且在作用力轉 底詳盡的。 方向上延伸的肋部。此清單並非是徹 在本發明另一會如占 以引起在作用力轉 可對力轉移元件提供-種加固， 更大剛性。為此目的，作力轉移方向上的 料圍繞之管狀加固元件，γ轉移7"件可例如為由塑膠材 向方向上達成高度剛性，^鋼管。結果，可在縱向或軸 部件上。徑向上，作 1將伸縮元件向上推至膨脹 性及/或彈性變形 I元件月b夠由於塑膠材料而塑 ，埋置於塑膠材料中且定向於作用 200928061 力轉移方向上之例如是鋼製 於作用力轉移之加『杜板或相似元件可形成用 邻件上 ^ σ疋牛，用於將伸縮元件向上推至膨脹 #牛上。此 >月單亦並非徹底詳盡的。 在本發明之實例中，伸㈣具有用於在混凝 行底切接合的凹進元件。凹進元件引起連鎖連接，且因此 能夠在混凝土板中谁杆逆谈且因此 進良好的固持。另外，可借助於以作 為基礎及/或以材料為基礎的連接來達成於混凝土板中 ❹The transition to the concrete slab surrounds the telescopic anchor and extends a specific distance into the slab and also extends a specific distance into the concrete slab. The plastic sleeve of the known telescopic anchor can be placed on the telescopic anchor only after the telescopic element has been pushed up to the expansion member, ie after the expansion of the telescopic element and thus after anchoring the telescopic anchor in the slate In the right place. SUMMARY OF THE INVENTION The problem of ▼ is to propose a type of telescopic error of the type described above, which allows the displaceability of the slab relative to the concrete slab to which the slab is attached, without having to set the telescopic value in the slate A cover is assembled to the telescopic anchor at the transition from the concrete slab. According to the present invention, the problem of the patent scope is solved. According to the telescopic anchor of the present invention and the features of the present invention, it is possible to transfer: a force transfer element by means of force. The force required for expansion can be transferred to the telescopic element by means of this action accordingly. The force transfer element is more rigid in the action of the second transfer element than in the direction of the transfer. Force = the direction of the upwardly contracting element is pushed up to the expansion member, i.e., for expansion, which is the direction required to extend m. ❹ ❹ 200928061 : Up' requires a force transfer element with the greatest possible rigidity. = ~ direction 'slate must be displaceable relative to the concrete slab, which is: the force transfer element in this direction or the lower rigidity of the direction of the expansion element can be elastic about the direction of the force transfer and / = birth deformation. In the case of known telescopic errors, according to the second invention: the two-force transfer element can be a sleeve, but in the direction of force transfer j (relatively large) is relatively rigid 'that is, in the longitudinal direction of the sleeve Direction: The rigidity is greater in the 2 directions than in the direction or the radial direction. Advantages of the present invention ♦ • The telescopic member can be pushed up onto the expansion member by means of the force transfer member and thus swollen, and the force transfer member is removed after the blood is required and replaced by the elastic member 'but allows the slate to be relatively The necessary displacement of the /3⁄4 money board. In a preferred embodiment of the invention, the telescoping tin is an undercut, which can be defined in the slab by interlocking connections due to expansion of the elongate members in the undercuts. The invention does not exclude additional force-based connections in the slate. Moreover, the invention does not in principle exclude the use of force-based connections in non-undercut drilling. Undercutting has the advantage of a chain connection. In the example of the present invention, the expansion and contraction has an expansion member together with the handle. The handle and the expansion member may be one piece. It is also possible that the shank is connected to the expansion member, for example, by a screw. The force transfer element has a through hole through which the shank of the telescopic anchor extends. The force transfer element can be displaced on the handle. It can be in frictional contact with the handle. One embodiment of such a force transfer element is the sleeve that has been mentioned. 7 200928061 In the example of the present invention, the force transfer results in a force-to-eight cylindrical envelope. Must sound ★ stomach continuous = cylindrical hole in the slate. "Envelope, inconsistency...monthly continuous cylindrical appearance m envelopes may have recesses on the surface. However, the second embodiment of the present invention: the force transfer element of the peripheral surface of the transfer element. Shows a cylindrical outer portion - for example by means of - Having an inhomogeneous material in a direction transverse to the direction: 'that is, in the material of the transfer element, the force is achieved. More than just traversing the direction is just the example of the present invention. The direction of the different rigid directions in the direction is achieved by the opening of the force _ by the action of the JK 横 across the JK 。. The concave portion can be extended in the direction of the force transfer direction. Sleeve-sinking station* ridges. The force-transfer element can be a rib and/or a ridge extending upwards or a space, for example, a star bounded at the η卩 and/or the ridge, and the force of the shifting element is rotated: The ribs that extend in the direction and are detailed in the direction of rotation. This list is not in the other part of the present invention, as it is caused by the force transfer to the force transfer element. Rigid. For this purpose, The γ-transfer 7" member in the direction of transfer can be, for example, highly rigid in the direction of the plastic material, as a result, in the longitudinal direction or on the shaft member. In the radial direction, 1 will be the telescopic element. Push up to the expansive and / or elastic deformation I element month b enough to be plasticized by the plastic material, embedded in the plastic material and oriented in the direction of the force transfer of 200928061, for example, the steel is added to the force transfer Or a similar element may be formed on the adjacent piece by the σ yak for pushing the telescopic element up to the expansion #牛. This 'monthly list is not completely exhaustive. In the example of the invention, the extension (four) has The recessed elements are undercut in the coagulation line. The recessed elements cause a chain connection and can therefore be counter-talked in the concrete slab and thus be well retained. In addition, it can be used as a basis and/or material The foundation-based connection is achieved in the concrete slab
…。凹進元件可能是外螺紋、橫向頭、橫向突伸突起 或倒鉤元件之纟士婁4、士此 τ ^ ~果或波狀、螺旋狀、鉤狀或有角形狀之柄 的、，。果。凹進元件之可能性清單並非徹底詳盡的。 八^縮兀件可為膨脹套f，其不具有裂縫或其由裂縫劃 刀、脹舌狀物。在—實例中，提供在周邊方向上具有波 狀形狀之被作為伸縮元件。此種當做伸縮元件之具有波狀 形狀的％具有短的錯定深度之優點，因此允許錨定於薄石 板中另一優點為低膨脹作用力但仍然能於底切孔中良好 地錯定。 本發月之實例中，為了獲得在橫向或徑向方向上移 =之此力’設有螺桿連接部；伸縮錯因此具有至少兩個部 分。其具有可錨定於混凝土板中、為伸縮錨之部分且可借 助於螺桿連接部而連接或借助於螺桿連接部而連接到伸縮 鲕之具有膨脹部件的部分的混凝土錨。螺桿連接部展現在 位向方向上呈現出之遊隙。結果，膨脹部件，亦即，伸縮 知之錨定於石板中之部分，可相對於混凝土錨，亦即，伸 但鉍之錨定於混凝土板中的部分，在橫向或徑向方向上位 9 200928061 移。藉由這個手 性。 仅，可達成石板相對於混凝土板之可位移 、疑i t本發明之實例中，設有-種可變形覆蓋物，在從混 破土板至石柘 7任從此 t 過渡區域中覆蓋住頂抵著混凝土的伸缩 隹田。该覆蓋物可Α L J π '^s 中，作用力糙狡 一種環繞擔板。在本發明之實例 保持伸縮俨“ * 3 τ變开/覆蓋物。可變形覆蓋物 Ο Ο 相對於混凝土板之可位移性。 讀彳確保石板 二實例中’對於作用力轉移元件設有-種咬 部件W八用力轉移疋件已將伸縮元件向上推至膨脹 伸端元：：：於適當位置。在—方面，咬合配置提供檢查 ==已如所要地膨脹的可能性。另一方面，在膨 係 ’、卩在將伸縮錨錨定於石板中之後，咬人配置 係固持住作用力轉移元件。 父口配置 【實施方式] 以下申請專利範圍，本發明進-步的特徵將從 或以m顯現。個別特徵在每種情況下可單獨地 4U任何組合在本發明的實例中實現。 在中根據本發明的伸縮錯1具有柄2,該柄2 螭處具有在遠離柄2之方向 部件1 ^ x 上向外張開的圓錐形膨脹 件3。並不強制膨脹部件3具有圓錐形形狀。一伸縮元 件4配置於伸縮錨丨上’伸縮元件 t A y η -a ne 在—實例之此實施例 可η:有波狀形狀之環的形式。伸縮元件* 從柄2處向上推至張開的膨脹部件3上，且在此過程中 200928061 ❹ ❹ 會被脹開，稱為膨脹。伸縮錨丨可因此錨定於底切的盲孔 5中底切盲孔5在所示實例之實施例中具有形成底切之 圓錐形加寬部。盲孔5設於例如是天然石板的石板6中， ^石板係用做包覆建築物（未圖示）或某些其他結構之外 觀。柄2突出至混凝土板7中’以連鎖及/或以材料為基礎 的連接H而錨定於㈣土7 u於缺於混凝土 板7中之螺帽8係螺固於柄2遠離膨服部件3的末端上。 形成混凝土板7之混凝土已洗鑄於伸縮錯i錯定於石板6 中之柄2周圍的石板6上。一當做分隔層的塑膠薄膜9配 置於混凝土板7與石板6之間’其允許兩個板6、7 於彼此位移。 伸縮錨i具有作用力轉移元件1〇，其配置於石板6之 盲孔5中而鄰近於伸縮元件4及膨脹部件3。作用 :件可在_ 2上位移。在一實例之此實施例 t轉移元件1〇為環形或套管形形狀。在作用力轉移方向 亡二即在軸向方向上’其具有大於在徑向方向上， 杈過作用力轉移方向，的剛性。作用力 膠材料製成；其能夠在徑向方向變形塑 性變形。在軸向方向上，其具有如所 ’、。此塑 得將伸縮元件4向上推至膨脹部件3 λ，：足夠剛性以使 凡件4之膨脹，的作用力可借助於作用二：於伸縮 轉移至伸縮元件4。 轉移疋件10而 可借助於-種非均質材料達成作用 用力轉移方向及在橫過轉移方向上ι 〇在作 亦即，在軸向及徑向 200928061 方向上的剛性，該材料在一較佳方向上、亦即，在轴向方 向上、比橫過該方向具有更大的 藉由不同剛性之兩種或兩種以上 :藉由形狀及’或 的不同材料而接#霜怨尤 作用力轉移方向上及在橫過力轉移方向上剛 他可能性。圖2、圖4、圖6 门㈣的，、 移元件10之形狀獲__性之實助於作用力轉 示不同材料之實施例。14之實施例;圖3及圖5展 ❹ 示於圖2中之作用力轉移元 圓柱形中心孔u及在周邊方向上且古為展或套管’其具有 由於波狀形狀，作用力轉移元/、有波狀形狀的周邊12。 向方向上連續的凹部，由此，在 ^周邊上具有在縱 需要地而減小。 彳二白方向上的剛性係如所 圖4之力轉移元件1〇1古立_拉 一墊圈狀凸緣13。在使 ’形狀，其在一端處具有 6中盲孔5·=^^ 縮錨1在石;fe 6中於护白方& ㈣’使得可確保伸 、3工向方向上務勒^τώί>兩 4之作用力轉移元件10的管狀部移：：所需要的能力。圖 4之膨脹作用力係足夠剛硬W可轉移至伸縮元件 示於圖6中之作用力轉移元件1() 從該套管處螺旋形地突出。肋部Μ: “，肋部14 的；在橫向方向上， ° 在緃向方向上為連續 方向上，它們可以用乍' 卩在作用力轉移元件Μ之徑向 匕们J Μ用报小的作 即’在仙力轉移或轴向平行方向上，）。在縱向方向上亦 之套管及肋部1 4皆轉銘 ° 用力轉移元件1 〇 乍用力以用於伸縮元件4之膨脹。 12 200928061 …4亦可徑向地或切向地（ 地突出。 ：圖中）而非螺旋形 在圖7中，作用力轉移元件 狀唇緣15,此等唇緣 毡向平面中具有圓盤 ^ „ 深1 5此夠如同密封唇緣而擺 使传作用力轉移元件1〇在徑向方向上=而彈性變形， ❹ 向方向上，作用力轉移元件1〇由於盆中、^剛性。在袖 而為剛硬的。® 2、圖4、圖6及圖：：之套管形狀 由塑膠材料製成。 下用力轉移元件 在圖3中，作用力轉移元件i 膠材料中的套管16。此作用力轉移元件：“之套在塑 而在軸向方向上，亦即，在作用力轉移方向上，:鋼套管： 且由於塑膠護套而在徑向方向上是可變形的广硬的， 在圖5中，作用力轉移元件1〇同 材料製成。鋼銷17以加固之 且由塑膠 們係轴向平行地配置在作用力轉移元件1〇之中心 ： 且在縱向方向上通過作用 ° 度。 用刀轉移方向上，引起所要的高剛性程 回到1 ’伸縮元件4可如已提及地借助作用力轉移 :件1〇而被向上推至膨脹部件3上且因此而膨脹，且伸 鈿知1可藉由此方式錨定於石板6中的底切盲孔5中。作 用^轉移元件在橫向或徑向方向上之相對低剛性向伸縮餘 1提供在徑向方向上移動的能力。結果，石板6可相對於 混凝土板7位移，使得能夠補償混凝土固化時的收縮或兩 13 200928061 個板6、7之不同熱膨脹。為了將石板6連接到混凝土板7， 些伸縮錨1可以分布於石板6之區域上且錨定於其中， 且形成混凝土板7之混凝土係澆鑄在它們周圍。混凝土板 7形成用於石板6之支撐物。兩個板6、7 一起形成用於包 覆外觀的積層複合板^兩個板6、7借助於伸縮錨i而在 石板6之區域之上分布的位置點處彼此連接。如已陳述的， 伸縮錨1係允許兩個板6、7相對於彼此位移。.... The recessed element may be an external thread, a transverse head, a laterally projecting protrusion or a barrage element of a gentleman's cymbal 4, a τ ^ ~ fruit or a wavy, spiral, hook or angular shaped handle. fruit. The list of possibilities for recessed components is not exhaustive. The occlusion member may be an expansion sleeve f which does not have a crack or a knife or bulge from the crack. In the example, a telescopic element having a corrugated shape in the peripheral direction is provided. Such a % having a corrugated shape as a telescopic element has the advantage of a short wrong depth, so that another advantage of allowing anchoring in a thin slate is a low expansion force but still a good misalignment in the undercut hole. In the example of the present month, a screw connection is provided in order to obtain a force in the lateral or radial direction = the expansion joint has at least two portions. It has a concrete anchor that can be anchored in the concrete slab, is part of the telescopic anchor and can be connected by means of a screw connection or by means of a screw connection to a portion of the telescopic sill having an expansion component. The screw joint exhibits a play that appears in the direction of the orientation. As a result, the expansion member, that is, the portion that is anchored in the slate, can be moved relative to the concrete anchor, that is, the portion of the concrete slab that is anchored in the concrete slab, in the lateral or radial direction, 9 200928061 . With this chirality. Only the displacement of the slab relative to the concrete slab can be achieved. In the example of the invention, a deformable covering is provided, and the top of the transition zone from the mixed soilboard to the sarcophagus 7 is covered. Concrete expansion and contraction. The cover can be Α L J π '^s, and the force is rough. In the example of the present invention, the telescopic 俨 "* 3 τ open/cover. The deformable covering Ο 可 is displaceable relative to the concrete slab. The reading 彳 ensures that the slab two examples are provided for the force transfer element. The biting member W eight force transfer element has pushed the telescopic element up to the expansion end element::: in position. In the aspect, the bite configuration provides the possibility to check == has been expanded as desired. After the anchoring ', the raft is anchored in the slate, the biting configuration holds the force transfer element. Parental Port Configuration [Embodiment] The following patent scope, the features of the present invention will be m appears. Individual features can in each case be individually 4U any combination implemented in the examples of the invention. The telescopic error 1 according to the invention has a handle 2 having a direction away from the handle 2 1 ^ x a conical expansion member 3 which is flared upwardly. The expansion member 3 is not forced to have a conical shape. A telescopic element 4 is disposed on the telescopic anchor t' telescopic element t A y η -a ne in the example This embodiment η: in the form of a ring having a wavy shape. The telescopic element* is pushed up from the shank 2 onto the flared expansion member 3, and in the process 200928061 ❹ ❹ will be inflated, called expansion. The undercut blind hole 5, which is anchored in the undercut blind hole 5, thus has an undercut conical widening in the embodiment of the illustrated example. The blind hole 5 is provided in a slab 6, for example a natural stone slab, ^ The slate is used to cover the appearance of a building (not shown) or some other structure. The shank 2 protrudes into the concrete slab 7 'by interlocking and/or material-based connections H and anchored to (4) soil 7 u The nut 8 missing from the concrete slab 7 is screwed to the end of the shank 2 away from the expansion member 3. The concrete forming the concrete slab 7 has been washed and cast around the shank 2 in the slab 6 On the slate 6. A plastic film 9 as a separating layer is disposed between the concrete slab 7 and the slab 6 'which allows the two plates 6, 7 to be displaced from each other. The telescopic anchor i has a force transfer element 1 〇 which is disposed on the slate 6 in the blind hole 5 and adjacent to the telescopic element 4 and the expansion member 3. Role: the piece can be displaced on _ 2. This embodiment of the embodiment t-transfer element 1 is in the shape of a ring or a sleeve. In the direction of the force transfer, it is in the axial direction, which has a greater rigidity in the axial direction than the direction in which the force is transferred. Made of a force-adhesive material; it is capable of deforming plastic deformation in the radial direction. In the axial direction, it has the same as that. This plastic pushes the telescopic element 4 up to the expansion member 3 λ, which is sufficiently rigid to The force for expanding the member 4 can be transferred to the telescopic element 4 by means of the action of the telescopic element 4. The transfer element 10 can be used to achieve the direction of force transfer by means of a heterogeneous material and to traverse the transfer direction. In the axial direction and the radial direction 200928061, the material has a greater rigidity in a preferred direction, that is, in the axial direction than in the direction. Two or more types: by the shape and 'or different materials to connect #霜怨 Especially in the direction of force transfer and in the direction of the direction of force transfer just his possibility. 2, 4, and 6 of the door (4), the shape of the shifting element 10 is obtained by the embodiment of the force-converting material. Embodiments of Fig. 3; Fig. 3 and Fig. 5 show the cylindrical center hole u of the force transfer element shown in Fig. 2 and in the peripheral direction and the ancient sleeve or sleeve 'which has a wavy shape, force transfer Yuan/, with a corrugated shape of the periphery 12. The recesses that are continuous in the direction are thereby reduced in the peripheral portion as needed. The rigidity in the direction of the second white is as shown in Fig. 4, the force transfer element 1〇1 Gu Li_ pull a washer-like flange 13. In making the 'shape, it has 6 blind holes at one end 5·=^^ shrink anchor 1 in the stone; fe 6 in the white side & (4)' makes it possible to ensure the extension, the direction of the 3 work direction ^τώί> The tubular portion of the force transfer element 10 of the two 4 moves: the required capacity. The expansion force of Fig. 4 is sufficiently rigid to be transferred to the telescopic element. The force transfer element 1 () shown in Fig. 6 spirally protrudes from the sleeve. Rib Μ: ", rib 14; in the transverse direction, ° in the direction of the direction of the continuation, they can be used in the radial direction of the force transfer element J J 报In the longitudinal direction, the sleeve and the ribs 14 are also rotated. The force transfer element 1 is used for the expansion of the telescopic element 4. 200928061 ... 4 can also be radially or tangentially (ground protruding: in the figure) rather than spiral in Figure 7, the force transfer element-like lip 15, which has a disc in the plane of the lip ^ „Deep 1 5 is enough to seal the lip and the transmission force transfer element 1〇 is elastically deformed in the radial direction. In the ❹ direction, the force transfer element 1〇 is rigid due to the pot. In the sleeve, it is hard. ® 2, Figure 4, Figure 6 and Figure: The shape of the sleeve is made of plastic material. Lower Force Transfer Element In Figure 3, the force transfer element i is a sleeve 16 in the glue material. The force transfer element: "the sleeve is in the plastic direction and in the axial direction, that is, in the direction of the force transfer direction: the steel sleeve: and the plastic sheath is deformable in the radial direction. In Fig. 5, the force transfer element 1 is made of the same material. The steel pin 17 is reinforced and disposed axially parallel to the center of the force transfer element 1〇 by the plastic: and passes in the longitudinal direction In the direction of the transfer of the knife, causing the desired high rigidity to return to 1 'the telescopic element 4 can be pushed up onto the expansion element 3 by means of force transfer as described above: and thus expands And the extension 1 can be anchored in the undercut blind hole 5 in the slab 6 in this way. The relatively low rigidity of the transfer element in the lateral or radial direction is provided to the telescopic allowance 1 in the radial direction. The ability to move. As a result, the slab 6 can be displaced relative to the concrete slab 7, making it possible to compensate for the shrinkage of the concrete when it is cured or the different thermal expansion of the two plates 2009. The slabs 6 are connected to the concrete slab 7, some of the telescopic anchors 1 can be distributed in the area of slate 6 The concrete is anchored thereto, and the concrete forming the concrete slab 7 is cast around them. The concrete slab 7 forms a support for the slab 6. The two plates 6, 7 together form a laminated composite board for coating the appearance ^ The two plates 6, 7 are connected to each other by means of a telescopic anchor i at a point distributed over the area of the slate 6. As already stated, the telescopic anchor 1 allows the two plates 6, 7 to be displaced relative to each other.
在圖8中，伸縮錨丨如在圖丨中具有一具有柄2之圓 錐形膨脹部件3,然而，2短於圖i中之柄且具備外 螺紋28。冑8中之伸縮元件4係如同在圖i中為在周邊方 向上具有波狀形狀、且能夠由於被向上推至膨脹部件3上 而伸縮或膨脹的環。結果，伸縮錨丨錨定於石板6中之底 切盲孔5中。一由例如鋼製成之套管18鄰近於膨脹部件3 而安裝於圖8之伸縮錨i的柄2 i ’伸縮元件4可借助於 該套管18 @被向上推至膨脹料3上且因此而膨脹。套 管以位於石板6中之盲孔…在圖8巾，在作用力轉 移方向上、亦即’在轴向方向上、比橫過作用力轉移方向、 亦即’在徑向方向上、具有更大剛性的作用力轉移元件W 係位於混凝土板7巾。可如上文所述及圖2至圖7所示而 建構作用力轉移元# 10。在一實例之此實施例中，其：墊 圈狀且配置於隔開石板6與混凝土板7的塑膠薄臈9上。 混凝土錨19係螺固於柄2的外螺紋28 $ ° 19具有具備内螺…轴向盲孔2。。在内心I;: 之外螺紋28之間存在遊隙；該兩個螺紋μ、。形成在徑 200928061 ^向上展現遊隙的螺桿連接。由於螺桿連接2 8、21中 遊隙及作用力轉移&件i Q之徑向可變形性，得以再次 呆兩個板6、7相對於彼此的所需可位移性。混凝土錨 :·、、’、Τ Φ且具有用於將其錨定於混凝土板7中的頭部。 士同圖1之伸縮錨1 ’圖9之伸縮錨1具有柄2，柄2 末端處具有張開膨脹部件3。在圖9中亦再次為在周 向上具有波狀形狀之環的伸縮元件4可被向上推至膨 ❺ ❹ 脹部件3上且因此膨脹，以將伸縮錯i錯定於石板6中的 底切盲孔5中。鄰近於膨脹部件3，柄2具有從石板6中 之盲孔5延伸出且進入混凝土板7中的圓柱形部分23。柄 2接著具有到螺旋形部分的過渡部，螺旋形部分24以 連鎖及以材料為基礎的遠 圓柱形部分八Γ 土板7中。在從 周凹槽25。螺…分24之過渡部處’柄2具有圓 作用力轉移凡件10為套管形，且延伸超過柄2之圓桎 形部…長度。如所述的，其在轴向方向上且二柱 剛性，使得仲縮元件4可借助於作用力 ^有= 向上推至膨脹部件3上且㈣^ 70件10而被 力轉移元件1G因此膨脹。在徑向方向上，作用 4孩叙 使得得以確保在橫向方向上所 舄的移動能力，以分却r 斤 不同於…，，中作用4力石鐘板6相對於混凝土板7的位移。 同於圖8,其中作用力：轉移兀件1〇位於石板6中’且不 用力轉移兀件1 〇位於混凝土板 9中之作用力轉移元件 孜7中’圖 之中。 1〇延伸入石板6及混凝土板7二者 15 200928061 *在遂離膨脹部件3之末端處，作用力轉移元件ι〇具有 環繞擋板26’當從⑽土板7側觀看時，環繞擋板％、朝 向外部凹入地贊曲1朝向石板6延伸。擋板26位於隔開 石板6與混凝土板7的塑膠薄膜9上◊擋板26形成覆蓋 物且防止混凝土到達石板6與混凝土板7之間的界面區域 的伸縮备1。此確保在徑向方向上移動之能力，亦即， 石板6相對於混凝土板7之所需可位移性。 © 作用力轉移元件10具有環繞珠粒27，當伸縮元件4 已借助於作用力轉移元件1〇而被向上推至膨脹部件3上 且因此膨脹時，環繞珠粒27咬合於柄2之凹槽25中的適 田位置。凹槽25與珠粒27形成咬合配置。 【圖式簡單說明】 圖1說明根據本發明之伸縮錨； 圖2至圖7顯示根據本發明圖丨之伸縮錨的作用力轉 移凡件的不同配置；及 Ο 圖8至圖9說明根據本發明伸縮錨的另外兩個實例。 【主要元件符號說明】 1 :伸縮錨 2 ·柄 3 :膨脹部件 4 :伸縮元件 200928061 8 :螺帽 9 :塑膠薄膜 10 :作用力轉移元件 11 :中心孔 12 :波紋 13 :凸緣 14 :肋部 15 :唇緣In Fig. 8, the telescopic anchor has a conical expansion member 3 having a shank 2 as in Fig. 2, however, 2 is shorter than the shank of Fig. i and has an external thread 28. The telescopic element 4 in the crucible 8 is a ring which has a corrugated shape in the peripheral direction in Fig. i and which can be expanded or expanded by being pushed up onto the expansion member 3. As a result, the telescopic anchor is anchored in the undercut hole 5 in the slate 6. A sleeve 18 made of, for example, steel, adjacent to the expansion member 3, is attached to the shank 2 i of the telescopic anchor i of FIG. 8 by means of which the telescopic element 4 can be pushed up onto the expansion material 3 and thus And swell. The sleeve is in the blind hole in the slab 6 ... in the direction of the force transfer direction, that is, in the axial direction, than in the direction of the force transfer, that is, in the radial direction The more rigid force transfer element W is located on the concrete slab 7 towel. The force transfer element #10 can be constructed as described above and shown in Figures 2-7. In this embodiment of an embodiment, it is: ring-shaped and disposed on a plastic sheet 9 separating the slate 6 from the concrete slab 7. The concrete anchor 19 is screwed to the external thread 28 of the shank 2 and has an inner screw... axial blind hole 2. . At the inner core I;: there is play between the outer threads 28; the two threads μ,. A screw connection is formed which exhibits a clearance in the diameter of 200928061 ^. Due to the radial deformability of the play and the force transfer & i Q in the screw connection 28, 21, the required displacement of the two plates 6, 7 relative to each other is again maintained. The concrete anchor: ·,, ', Τ Φ and has a head for anchoring it in the concrete slab 7. The telescopic anchor 1 of Fig. 1 has a shank 2 with a flared expansion member 3 at the end of the shank 2. Also in Fig. 9, the telescopic element 4, which is again a ring having a wavy shape in the circumferential direction, can be pushed up onto the swellable member 3 and thus expanded to align the expansion and contraction error i with the undercut in the slate 6. Blind hole 5 in. Adjacent to the expansion member 3, the shank 2 has a cylindrical portion 23 extending from the blind hole 5 in the slab 6 and entering the concrete slab 7. The shank 2 then has a transition to the helical portion, the helical portion 24 being in the interlocking and material-based distal cylindrical portion of the octagonal earth plate 7. In the groove 25 from the circumference. The shank of the snail is divided into 24. The shank 2 has a circular force. The force transfer member 10 has a sleeve shape and extends beyond the length of the shank of the shank 2. As described, it is rigid in the axial direction and the two columns are so that the secondary contracting element 4 can be pushed up to the expansion member 3 by means of the force = (4) 70 pieces 10 and thus the force transfer element 1G is thus inflated . In the radial direction, the effect of the movement in the lateral direction is ensured, so as to separate the displacement of the 4th stone clock plate 6 relative to the concrete slab 7. As in Fig. 8, the force is such that the transfer member 1 is located in the slab 6 and the force transfer member 1 is placed in the force transfer member 孜7 in the concrete slab 9'. 1〇 extends into the slab 6 and the concrete slab 7 15 200928061 * At the end of the detachment from the expansion member 3, the force transfer member ι has a surrounding baffle 26' when viewed from the side of the (10) slab 7 %, which is convex toward the outside, 1 is extended toward the slate 6. The baffle 26 is located on the plastic film 9 separating the slate 6 from the concrete slab 7, and the baffle 26 forms a covering and prevents the concrete from reaching the interface area between the slab 6 and the concrete slab 7. This ensures the ability to move in the radial direction, i.e. the desired displacement of the slab 6 relative to the concrete slab 7. The force transfer element 10 has a circumferential bead 27 which engages the groove of the shank 2 when the telescopic element 4 has been pushed up onto the expansion member 3 by means of the force transfer element 1 且 and thus expands The location of the field in 25. The groove 25 forms a snap-fit configuration with the beads 27. BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 illustrates a telescopic anchor according to the present invention; FIGS. 2 to 7 show different configurations of a force transfer member of a telescopic anchor according to the present invention; and FIG. 8 to FIG. Two other examples of inventive telescopic anchors. [Main component symbol description] 1 : Telescopic anchor 2 · Handle 3 : Expansion member 4 : Telescopic element 200928061 8 : Nut 9 : Plastic film 10 : Force transfer element 11 : Center hole 12 : Corrugation 13 : Flange 14 : Rib Part 15: Lip
16 :套管 1 7 :鋼銷 18 :套管 1 9 :混凝土錨 20 :盲孔 21 :内螺紋 22 :頭部 23 :圓柱形柄部分 24 :螺旋形柄部分 25 :凹槽 26 :擋板 27 :珠粒 28 :外螺紋 1716: casing 1 7 : steel pin 18 : casing 1 9 : concrete anchor 20 : blind hole 21 : internal thread 22 : head 23 : cylindrical shank portion 24 : spiral shank portion 25 : groove 26 : baffle 27: Beads 28: external thread 17