TWI682102B - Anchor bolt - Google Patents

Anchor bolt Download PDF

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Publication number
TWI682102B
TWI682102B TW104110242A TW104110242A TWI682102B TW I682102 B TWI682102 B TW I682102B TW 104110242 A TW104110242 A TW 104110242A TW 104110242 A TW104110242 A TW 104110242A TW I682102 B TWI682102 B TW I682102B
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Taiwan
Prior art keywords
hole
anchor bolt
tapered member
peripheral surface
pair
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TW104110242A
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Chinese (zh)
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TW201608139A (en
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安藤和明
柳井徹
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日商豐和股份有限公司
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    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B13/00Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose
    • F16B13/04Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose with parts gripping in the hole or behind the reverse side of the wall after inserting from the front
    • F16B13/06Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose with parts gripping in the hole or behind the reverse side of the wall after inserting from the front combined with expanding sleeve

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Dowels (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

由本發明所致之錨定螺栓(30),係被插入至設置在壁面(1)上之孔(2)中並被固定。在與桿(3)作連接之錐狀構件(7)處係外嵌有擴張構件(8)。在錐狀構件(7)之外周面處,係具備有傾斜面(11)。擴張構件(8),係具備有:具有與錐狀構件(7)之傾斜面(11)作面接觸的內面(14)的抵接部(12)、和包含有本體部位(13a)與連接部位(13b)之架橋部(13)。連接部位(13b),係在從本體部位(13a)之緣部而朝向架橋部(13)之外側來以傾斜方向作了延伸之後,先於長邊方向的中間處而朝向架橋部(13)之內側彎折,再與抵接部(12)之前端部作連接。當將錨定螺栓(30)插入至孔(2)中時,連接部位(13b)之中間部係被推壓至孔(2)之開口之邊緣或孔(2)之內周面(4)處並作彈性變形,連接部位(13b)之中間部和抵接部(12)係推壓抵接於孔(2)之內周面(4)處。 The anchor bolt (30) caused by the present invention is inserted into the hole (2) provided in the wall surface (1) and fixed. An expansion member (8) is embedded outside the tapered member (7) connected to the rod (3). An inclined surface (11) is provided on the outer peripheral surface of the tapered member (7). The expansion member (8) is provided with: an abutment portion (12) having an inner surface (14) in surface contact with the inclined surface (11) of the tapered member (7), and a body portion (13a) and The bridge part (13) of the connection part (13b). The connection part (13b) is extended from the edge of the body part (13a) toward the outside of the bridge part (13) in an oblique direction, and then toward the bridge part (13) before the middle of the longitudinal direction The inner side is bent, and then connected to the front end of the contact portion (12). When the anchor bolt (30) is inserted into the hole (2), the middle part of the connection part (13b) is pushed to the edge of the opening of the hole (2) or the inner peripheral surface (4) of the hole (2) At the same time, it is elastically deformed. The middle part of the connection part (13b) and the abutment part (12) are pressed against the inner circumferential surface (4) of the hole (2).

Description

錨定螺栓 Anchor bolt

本發明,係有關於固定在被設置於石壁或混凝土製之地面或頂面等的壁面上之孔中的錨定螺栓。 The present invention relates to an anchor bolt fixed in a hole provided in a wall surface such as a stone wall or a concrete floor or a top surface.

作為錨定螺栓,例如如同在專利文獻1中所示一般,在混凝土製之地面等處而使用鑽頭等來鑽出孔(洞)並在該孔中插入前述錨定螺栓而作固定者,係為周知。 As an anchor bolt, for example, as shown in Patent Document 1, a hole (hole) is drilled using a drill or the like on a concrete floor or the like, and the anchor bolt is inserted into the hole for fixing. Well known.

詳細而言,在專利文獻1之錨定螺栓中,係具備有:左右一對楔體,係被形成有若是越靠前端側(專利文獻1之圖1中的下側)則會越從錨定螺栓之中心軸而遠離的傾斜面之楔面;和左右一對防脫落構件,係於內側面形成有與該楔體之楔面相接的逆楔面;和U字狀之連結底板,係將該防脫落構件之下端彼此作連結(連接)。 In detail, the anchor bolt of Patent Document 1 includes: a pair of left and right wedges formed so that the closer to the front end side (the lower side in FIG. 1 of Patent Document 1), the further from the anchor The wedge surface of the inclined surface away from the center axis of the bolt; and a pair of left and right anti-falling members, formed on the inner side of the wedge surface that is in contact with the wedge surface of the wedge body; The lower ends of the anti-falling members are connected (connected) to each other.

而,在將前述錨定螺栓插入至在前述混凝土製之地面等處所鑽出之孔中之後,藉由將螺帽轉緊至固著於楔體之上端處的螺桿中,楔體係上升,該楔體之楔面係對防脫落構件之逆楔面作推壓。藉由此,兩防脫落構件係 朝向水平方向(橫方向)而擴張,該防脫落構件之外周面係以面接觸狀態而被朝向孔之內周面作推壓抵接,藉由防脫落構件之外周面和孔之內周面間的摩擦力,錨定螺栓係被固定於前述孔中。 However, after inserting the anchor bolt into the hole drilled in the concrete floor, etc., by tightening the nut to the screw fixed at the upper end of the wedge body, the wedge system rises, the The wedge surface of the wedge body pushes the reverse wedge surface of the anti-shedding member. With this, the two anti-falling members are Expanding toward the horizontal direction (lateral direction), the outer peripheral surface of the anti-dropping member is pressed against the inner peripheral surface of the hole in a surface contact state, by the outer peripheral surface of the anti-dropping member and the inner peripheral surface of the hole Between the frictional forces, the anchor bolts are fixed in the aforementioned holes.

又,在專利文獻1之錨定螺栓中,如同該專利文獻1之圖1中所示一般,係在前述防脫落構件之外周面上形成有凹凸,藉由使該凹凸抓住孔之內周面,來防止隨著楔體之上升而導致防脫落構件上升的情形。 In addition, in the anchor bolt of Patent Document 1, as shown in FIG. 1 of Patent Document 1, irregularities are formed on the outer peripheral surface of the aforementioned anti-falling member, and the irregularities grasp the inner periphery of the hole To prevent the fall-off prevention member from rising as the wedge rises.

[先前技術文獻] [Prior Technical Literature] [專利文獻] [Patent Literature]

[專利文獻1]日本實開昭49-49364號公報 [Patent Document 1] Japanese Shikai Sho 49-49364

另外,在前述專利文獻1之錨定螺栓中,當前述楔體開始了前述上升時,或者是起因於防脫落構件之外周面的對於孔之內周面作推壓的力道變弱,前述防脫落構件之外周面的凹凸會變得難以抓住孔之內周面。其結果,係有著隨著楔體之上升而導致無法確實地對於防脫落構件之上升作抑制的可能性,於此情況,錨定螺栓係會有從前述孔而拔出之虞。 In addition, in the anchor bolt of the aforementioned Patent Document 1, when the wedge body starts the ascent, or the force caused by the outer peripheral surface of the anti-drop member against the inner peripheral surface of the hole becomes weak, the anti-proof The irregularities on the outer peripheral surface of the shedding member may become difficult to grasp the inner peripheral surface of the hole. As a result, there is a possibility that the rise of the anti-falling member cannot be reliably suppressed as the wedge rises. In this case, the anchor bolt may be pulled out from the hole.

本發明,係為以解決上述課題作為目的所提供者,並提供一種能夠確實地固定在被設置於壁面之孔中 的錨定螺栓。 The present invention is provided for the purpose of solving the above-mentioned problems, and provides a method that can be reliably fixed in a hole provided in a wall surface Anchor bolts.

本發明,係為對於上述課題作解決者,並為一種用以插入至設置在壁面1之孔2中而作固定的錨定螺栓30,其特徵為:在與桿3作連接之錐狀構件7處係外嵌有擴張構件8,在錐狀構件7之外周面處,係被形成有以隨著朝向基端側而接近錐狀構件7之中心軸的方式而傾斜之傾斜面11,擴張構件8,係具備有:形成有能夠與錐狀構件7之傾斜面11作面接觸的傾斜面狀之內面14的抵接部12、和與該抵接部12作連接並能夠進行彈性變形的架橋部13,架橋部13,係具備有:被配置在錐狀構件7之前端側的本體部位13a、和從本體部位13a之緣部而朝向抵接部12側延伸並與抵接部12之前端部作連接之連接部位13b,連接部位13b,係在從本體部位13a之緣部而朝向架橋部13之外側來以傾斜方向作了延伸之後,先於長邊方向的中間處而朝向架橋部13之內側彎折,再與抵接部12之前端部作連接,當將錨定螺栓30插入至孔2中時,連接部位13b之中間部係被推壓至孔2之開口之邊緣或孔2之內周面4處並作彈性變形,且藉由此時之彈性復原力來將連接部位13b之中間部或抵接部12推壓抵接於孔2之內周面4處。 The present invention is a solution to the above-mentioned problems, and is an anchor bolt 30 that is inserted into a hole 2 provided in a wall surface 1 for fixing and is characterized by a tapered member connected to a rod 3 The expansion member 8 is embedded in 7 places, and the outer peripheral surface of the tapered member 7 is formed with an inclined surface 11 that inclines so as to approach the center axis of the tapered member 7 toward the base end side, and expands The member 8 includes a contact portion 12 formed with an inclined inner surface 14 that can make surface contact with the inclined surface 11 of the tapered member 7, and an elastic deformation capable of being connected to the contact portion 12 The bridging portion 13 includes a body portion 13a disposed on the front end side of the tapered member 7, and a body portion 13a extending from the edge of the body portion 13a toward the abutting portion 12 side and in contact with the abutting portion 12 The connection part 13b for the front end is connected, and the connection part 13b is extended from the edge of the body part 13a toward the outside of the bridging part 13 in an oblique direction, first toward the bridging in the middle of the long side direction The inner side of the portion 13 is bent and then connected to the front end of the abutment portion 12, when the anchor bolt 30 is inserted into the hole 2, the middle portion of the connection portion 13b is pushed to the edge of the opening of the hole 2 Or, the inner peripheral surface 4 of the hole 2 is elastically deformed, and by this elastic restoring force, the middle portion or the abutting portion 12 of the connection portion 13b is pressed against the inner peripheral surface 4 of the hole 2.

於此之壁面1,係包含有隧道等之土木構造物或建築物之混凝土製的頂面或側壁或地面等之壁面、或者 是岩壁等。錐狀構件7之傾斜面11和抵接部12之內面14,係亦可分別作些許的彎曲。桿3和錐狀構件7,係可為藉由作一體性之形成來作連接者,亦可為藉由將設置在桿3處之公螺紋9螺著於設置在錐狀構件7處之母螺紋6來將錐狀構件7和桿3作連接者。 Here, the wall surface 1 is a wall surface including a civil or civil structure such as a tunnel or a concrete top surface or side wall or ground surface of a building, or It is the rock wall and so on. The inclined surface 11 of the tapered member 7 and the inner surface 14 of the contact portion 12 may also be slightly curved. The rod 3 and the tapered member 7 may be connected by being integrally formed, or may be a female screw 9 provided at the rod 3 to the female member provided at the tapered member 7 The thread 6 connects the tapered member 7 and the rod 3.

於此,係包含有在將錨定螺栓30插入至孔2中之前的自由狀態下而擴張構件8之抵接部12的內面14為與錐狀構件7之傾斜面11相接觸的情況、和在前述自由狀態下而抵接部12之內面14為從錐狀構件7之傾斜面11分離,並當將錨定螺栓30插入至孔2中時擴張構件8之抵接部12的內面14會與錐狀構件7之傾斜面11相接觸的情況。前述連接部位13b,係亦可彎折成彎曲狀(圓弧狀)。架橋部13,係只要至少連接部位13b為能夠進行彈性變形即可。於此,當將錨定螺栓30插入至孔2中時,只要連接部位13b之中間部與抵接部12中之至少其中一者為被推壓抵接於孔2之內周面4處即可。 Here, the case where the inner surface 14 of the contact portion 12 of the expansion member 8 is in contact with the inclined surface 11 of the tapered member 7 in the free state before the anchor bolt 30 is inserted into the hole 2, In the aforementioned free state, the inner surface 14 of the contact portion 12 is separated from the inclined surface 11 of the tapered member 7, and when the anchor bolt 30 is inserted into the hole 2, the inside of the contact portion 12 of the expansion member 8 The surface 14 is in contact with the inclined surface 11 of the tapered member 7. The connection portion 13b may be bent into a curved shape (arc shape). The bridge portion 13 only needs to be capable of elastic deformation at least at the connection portion 13b. Here, when the anchor bolt 30 is inserted into the hole 2, as long as at least one of the middle portion of the connecting portion 13b and the abutting portion 12 is pushed against the inner peripheral surface 4 of the hole 2, can.

具體而言,在錐狀構件7之外周面處,係形成有至少一對傾斜面11、11,前述成對之傾斜面11、11係被配置在相互對面之位置處,抵接部12,係對應於傾斜面11、11之前述對而配置有至少一對,架橋部13之連接部位13b,係對應於抵接部12、12之前述對而設置有至少一對,在將錨定螺栓30插入至孔2中之前的自由狀態下,前述成對之連接部位13b、13b之彎折場所彼此間的距離L3,係構成為會成為較孔2之直徑L1而更大。 Specifically, at the outer peripheral surface of the tapered member 7, at least a pair of inclined surfaces 11, 11 are formed. The aforementioned pair of inclined surfaces 11, 11 are arranged at positions facing each other, and the abutment portion 12, At least one pair is arranged corresponding to the aforementioned pair of the inclined surfaces 11, 11. The connecting portion 13b of the bridge portion 13 is provided at least one pair corresponding to the aforementioned pair of the abutment portions 12, 12. In the free state before 30 is inserted into the hole 2, the distance L3 between the bending places of the paired connection portions 13b, 13b is configured to be larger than the diameter L1 of the hole 2.

於此,係包含有傾斜面11之對的數量與抵接部12以及連接部位13b之對的數量相互一致的情況、以及例如傾斜面11之對的數量為較抵接部12以及連接部位13b之對的數量而更多的情況等。前述各對之連接部位13b、13b的彎折場所彼此間之距離L3,係包含有在該些各對之連接部位13b、13b的彎折場所處的寬幅方向之全部均成為較孔2之直徑L1更大的情況,以及在各對之連接部位13b、13b的彎折場所處的寬幅方向之至少一部分而成為較孔2之直徑L1更大的情況。 Here, it includes the case where the number of pairs of inclined surfaces 11 and the number of pairs of contact portions 12 and connecting portions 13b coincide with each other, and for example, the number of pairs of inclined surfaces 11 is lower than that of the contact portions 12 and connecting portions 13b The number of pairs and more cases etc. The distance L3 between the bending locations of the connection portions 13b and 13b of the aforementioned pairs includes all the widthwise directions at the bending locations of the connection portions 13b and 13b of the pairs, which are all smaller than those of the hole 2 The case where the diameter L1 is larger, and the case where at least a part of the width direction at the bending place of the connecting portions 13b and 13b of each pair becomes larger than the diameter L1 of the hole 2.

係可構成為:係具備有能夠使錨定螺栓30之桿3作插通的圓筒形狀之保持具16,該保持具16,係在當插入至孔2中時會成為孔2之開口側的端部處,設置有朝向橫方向突出之突出部16a,將在該突出部16a處之外徑,設為較孔2之直徑L1更大。突出部16a,係包含有涵蓋保持具16之周面的全部區域而作設置的情況、和僅在保持具16之周面的一部分處作設置的情況。 It can be configured as follows: it is provided with a cylindrical holder 16 capable of inserting the rod 3 of the anchor bolt 30, and the holder 16 becomes the opening side of the hole 2 when inserted into the hole 2 At the end of the, a protruding portion 16a protruding in the lateral direction is provided, and the outer diameter of the protruding portion 16a is set to be larger than the diameter L1 of the hole 2. The protruding portion 16a includes a case where the entire area of the circumferential surface of the holder 16 is provided and a case where only a part of the circumferential surface of the holder 16 is provided.

係可構成為:係在桿3之長邊方向的中間位置處形成有保持部24,該保持部24,係被配置在當將錨定螺栓30插入至孔2中並作了固定時而會成為孔2內的位置處。保持部24之外徑,係包含有與孔2之直徑L1相等的情況、和較孔2之直徑L1而更些許小的情況。 The system may be configured such that a holding portion 24 is formed at an intermediate position in the longitudinal direction of the rod 3, and the holding portion 24 is arranged when the anchor bolt 30 is inserted into the hole 2 and fixed It becomes the position in the hole 2. The outer diameter of the holding portion 24 includes a case equal to the diameter L1 of the hole 2 and a case slightly smaller than the diameter L1 of the hole 2.

本發明之錨定螺栓30,當插入至壁面1之孔 2中時,擴張構件8之架橋部13的連接部位13b之係抵接於孔2之開口的邊緣,藉由將該錨定螺栓30強制性地推入至孔2內,前述連接部位13b係作彈性變形,擴張構件8係進入至孔2內。藉由此時之連接部位13b的彈性復原力,擴張構件8之連接部位13b的中間部和抵接部12係推壓抵接於孔2之內周面4處,藉由此時之摩擦等,擴張構件8係被牢固地保持在孔2之內周面4處。其結果,當錐狀構件7與桿3一同地而朝向孔2之開口側作移動時,起因於該錐狀構件7碰觸至抵接部12一事,擴張構件8係與錐狀構件7一同地朝向孔2之開口側移動,而能夠對於錐狀構件7之傾斜面11變得難以將擴張構件8之抵接部12的內面14作推壓的情形作抑制。藉由此,係能夠將錐狀構件7之傾斜面11牢固地推壓抵接於擴張構件8之抵接部12的內面14處,而能夠將該抵接部12之外周面15確實地推壓抵接於孔2之內周面4上,藉由抵接部12之外周面15和孔2之內周面4之間的摩擦,係能夠將錨定螺栓30確實地固定於孔2中。 The anchor bolt 30 of the present invention is inserted into the hole of the wall surface 1 At 2, when the connecting portion 13b of the bridging portion 13 of the expansion member 8 abuts against the edge of the opening of the hole 2, by forcibly pushing the anchor bolt 30 into the hole 2, the aforementioned connecting portion 13b is Due to the elastic deformation, the expansion member 8 enters the hole 2. Due to the elastic restoring force of the connecting portion 13b at this time, the middle portion of the connecting portion 13b of the expansion member 8 and the abutting portion 12 are pressed against the inner peripheral surface 4 of the hole 2, due to friction and the like at this time The expansion member 8 is firmly held at the inner peripheral surface 4 of the hole 2. As a result, when the tapered member 7 moves toward the opening side of the hole 2 together with the rod 3, the expansion member 8 and the tapered member 7 are caused by the contact of the tapered member 7 with the contact portion 12 The ground is moved toward the opening side of the hole 2, so that the inclined surface 11 of the tapered member 7 becomes difficult to press the inner surface 14 of the contact portion 12 of the expansion member 8. By this, the inclined surface 11 of the tapered member 7 can be firmly pressed against the inner surface 14 of the contact portion 12 of the expansion member 8, and the outer peripheral surface 15 of the contact portion 12 can be reliably Pressing against the inner peripheral surface 4 of the hole 2, the friction between the outer peripheral surface 15 of the contact portion 12 and the inner peripheral surface 4 of the hole 2 can reliably fix the anchor bolt 30 to the hole 2 in.

若是將相互對面之抵接部12、12以及架橋部13之連接部位13b、13b至少設置一對,則成對之連接部位13b、13b和抵接部12、12係成為對於孔2之內周面4的對向場所而分別從相反方向來作推壓,藉由此時之反作用力,而在使擴張構件8之中心軸略沿著孔2之中心軸的狀態下來將該擴張構件8保持於孔2之內周面4處。藉由此,係能夠將擴張構件8之各抵接部12的外周面15略均 等地推押抵接於孔2之內周面4上,而能夠將錨定螺栓30適當地固定於孔2中。 If at least one pair of connecting portions 13b, 13b of the abutting portions 12, 12 and the bridge portion 13 facing each other is provided, the pair of connecting portions 13b, 13b and the abutting portions 12, 12 become the inner periphery of the hole 2 The opposing places of the surface 4 are pushed from opposite directions respectively, and by this reaction force, the expansion member 8 is held while keeping the central axis of the expansion member 8 slightly along the central axis of the hole 2 In the inner peripheral surface of the hole 2 at 4 places. By this, the outer peripheral surface 15 of each contact portion 12 of the expansion member 8 can be slightly equalized The inner peripheral surface 4 of the hole 2 is pushed and abutted by the like, and the anchor bolt 30 can be appropriately fixed in the hole 2.

若是錨定螺栓30具備有保持具16,則在將錨定螺栓30插入至孔2中並同時將保持具16插入至孔2中時,藉由保持具16,桿3係被作保持,而能夠對於錨定螺栓30之朝向橫方向(例如前後方向或左右方向)的搖動確實地作抑制。並且,在將保持具16插入至孔2中時,由於保持具16之突出部16a係抵接於孔2之開口的緣部,而防止保持具16過度地進入至孔2之深處,因此,係能夠將保持具16留在能夠最為有效地對於錨定螺栓30之朝向橫方向的搖動作抑制之孔2的開口近旁處,而能夠確實地抑制桿3之搖動。藉由此,係能夠確實地維持錨定螺栓30之在孔2中的固定狀態。 If the anchor bolt 30 is provided with a retainer 16, when the anchor bolt 30 is inserted into the hole 2 and the retainer 16 is inserted into the hole 2, the rod 3 is held by the retainer 16, and The rocking of the anchor bolt 30 in the lateral direction (for example, the front-rear direction or the left-right direction) can be surely suppressed. Moreover, when the holder 16 is inserted into the hole 2, the protrusion 16a of the holder 16 abuts against the edge of the opening of the hole 2, thereby preventing the holder 16 from excessively entering the depth of the hole 2, so It is possible to leave the retainer 16 near the opening of the hole 2 that can most effectively suppress the lateral rocking motion of the anchor bolt 30, and the rocking of the rod 3 can be reliably suppressed. With this, the fixed state of the anchor bolt 30 in the hole 2 can be reliably maintained.

若是在桿3處形成有保持部24,則僅需要將錨定螺栓30’插入至孔2中,便能夠藉由保持部24來對於錨定螺栓30’之朝向橫方向的搖動確實地作抑制。 If the holding portion 24 is formed at the rod 3, it is only necessary to insert the anchor bolt 30' into the hole 2, and the holding portion 24 can reliably suppress the rocking of the anchor bolt 30' in the lateral direction .

1‧‧‧壁面 1‧‧‧ Wall

2‧‧‧孔 2‧‧‧ hole

3‧‧‧桿 3‧‧‧

4‧‧‧孔之內周面 4‧‧‧Inner peripheral surface of the hole

7‧‧‧錐狀構件 7‧‧‧Cone-shaped member

8‧‧‧擴張構件 8‧‧‧Expansion member

11‧‧‧錐狀構件之傾斜面 11‧‧‧inclined surface of tapered member

12‧‧‧擴張構件之抵接部 12‧‧‧Expansion member abutment

13‧‧‧擴張構件之架橋部 13‧‧‧Expansion bridge

13a‧‧‧本體部位 13a‧‧‧Body part

13b‧‧‧連接部位 13b‧‧‧Connected parts

14‧‧‧抵接部之內面 14‧‧‧Inner surface of abutment

15‧‧‧抵接部之外周面 15‧‧‧ Outside the abutment

16‧‧‧保持具 16‧‧‧Retainer

16a‧‧‧保持具之突出部 16a‧‧‧Protrusion of the holder

24‧‧‧保持部 24‧‧‧Maintaining Department

30、30’‧‧‧錨定螺栓 30, 30’‧‧‧ anchor bolt

L1‧‧‧孔之直徑 L1‧‧‧Diameter of hole

L3‧‧‧各個成對之連接部位之彎折場所彼此間的距離 L3‧‧‧ The distance between the bending places of each pair of connecting parts

[圖1]對於本發明之錨定螺栓的其中一實施例作展示之正面圖。 [Fig. 1] A front view showing one embodiment of the anchor bolt of the present invention.

[圖2]本發明之錨定螺栓的縱剖面圖。 [Fig. 2] A longitudinal sectional view of the anchor bolt of the present invention.

[圖3]本發明之錨定螺栓的錐狀構件之正面圖。 [Fig. 3] A front view of the tapered member of the anchor bolt of the present invention.

[圖4]本發明之錨定螺栓的架橋部之平面圖。 [Fig. 4] A plan view of the bridge portion of the anchor bolt of the present invention.

[圖5]圖4之A-A線箭頭方向視剖面圖。 [FIG. 5] A cross-sectional view taken along the line A-A of FIG. 4.

[圖6]用以對於將本發明之錨定螺栓裝著於孔中的處理程序作說明之縱剖面圖。 [Fig. 6] A longitudinal cross-sectional view for explaining a processing procedure for mounting the anchor bolt of the present invention in a hole.

[圖7]對於將本發明之錨定螺栓裝著於孔中之後的狀態作展示之縱剖面圖。 [Fig. 7] A longitudinal cross-sectional view showing a state after the anchor bolt of the present invention is installed in a hole.

[圖8]對於本發明之錨定螺栓的其他實施例作展示之縱剖面圖。 [Fig. 8] A longitudinal sectional view showing other embodiments of the anchor bolt of the present invention.

[圖9]對於本發明之錨定螺栓的其他實施例作展示之縱剖面圖。 [Fig. 9] A longitudinal sectional view showing other embodiments of the anchor bolt of the present invention.

基於圖1~圖7,對於本發明之錨定螺栓的其中一實施例作說明。前述錨定螺栓30,係成為被插入至例如在混凝土製之頂板的壁面1上所鑽出(設置)之孔2中並被作固定(裝著)(參考圖7)。 Based on FIGS. 1-7, one embodiment of the anchor bolt of the present invention will be described. The anchor bolt 30 is inserted into a hole 2 drilled (installed) in the wall surface 1 of a concrete top plate, for example, and fixed (installed) (refer to FIG. 7).

前述錨定螺栓30,係如同圖1以及圖2中所示一般,在圓柱形狀之桿3的前端(在圖1中係為上端)處,配置有用以將該錨定螺栓30固定在前述孔2之圓柱面形狀的內周面4(參考圖6)處之擴張機構5。在該擴張機構5處,係具備有沿著中心軸而將母螺紋6形成為貫通狀之錐狀構件7、和外嵌於該錐狀構件7處之擴張構件8,藉由將被形成於前述桿3之外周面處的公螺紋9螺著於前述錐狀構件7處之母螺紋6處,錐狀構件7和桿3係被作連接。 The aforementioned anchor bolt 30 is, as shown in FIGS. 1 and 2, arranged at the front end of the cylindrical rod 3 (the upper end in FIG. 1) to fix the anchor bolt 30 in the aforementioned hole 2. The expansion mechanism 5 at the inner peripheral surface 4 (refer to FIG. 6) of the cylindrical surface shape. The expansion mechanism 5 is provided with a tapered member 7 having a female thread 6 penetrating along the central axis, and an expansion member 8 externally embedded in the tapered member 7 by forming The male thread 9 at the outer peripheral surface of the rod 3 is screwed to the female thread 6 at the tapered member 7, and the tapered member 7 and the rod 3 are connected.

錐狀構件7之外周面,係成為圓柱面形狀。在該錐狀構件7之外周面的前後左右之4個場所處,係分別在錐狀構件7之周方向上等間隔地而形成有圖2以及圖3中所示之平面狀的傾斜面11。亦即是,四面之傾斜面11中,左右一對傾斜面11、11係被配置在相互對面之位置處,同樣的,前後(圖面之表、背方向)一對傾斜面11、11係成為被配置在相互對面之位置處。錐狀構件7之各傾斜面11,係以隨著朝向基端側(在圖2中係為下側)而逐漸接近錐狀構件7之中心軸的方式,而作傾斜。另外,錐狀構件7之傾斜面11,係亦可並不一直形成至錐狀構件7之前端(在圖2中係為上端)或基端(在圖2中係為下端)處。 The outer peripheral surface of the tapered member 7 has a cylindrical surface shape. At four places in front, back, left, and right of the outer peripheral surface of the tapered member 7, flat inclined surfaces 11 shown in FIGS. 2 and 3 are formed at equal intervals in the circumferential direction of the tapered member 7, respectively. . That is, in the inclined surface 11 on four sides, a pair of left and right inclined surfaces 11, 11 are arranged at positions facing each other, and similarly, a pair of inclined surfaces 11, 11 in the front and rear (front and back directions in the drawing) Be placed at a position opposite to each other. Each inclined surface 11 of the tapered member 7 is inclined so as to gradually approach the central axis of the tapered member 7 as it goes toward the base end side (the lower side in FIG. 2 ). In addition, the inclined surface 11 of the tapered member 7 may not be formed all the way to the front end (the upper end in FIG. 2) or the base end (the lower end in FIG. 2) of the tapered member 7.

前述擴張構件8,係如同圖2以及圖5中所示一般,具備著分別形成有能夠與錐狀構件7之各傾斜面11作面接觸的傾斜面狀之內面14之前後左右4個的抵接部12、和連接(固定)於各抵接部12之前端部(在圖2中係為上側)處的可彈性變形之架橋部13。詳細而言,前述4個的抵接部12中之左右一對抵接部12、12,係對應於錐狀構件7之左右一對傾斜面11、11,而被配置在相互對面之位置處,同樣的,前後一對抵接部12、12,係對應於錐狀構件7之前後一對傾斜面11、11,而成為被配置在相互對面之位置處。 The aforementioned expansion member 8 is generally as shown in FIGS. 2 and 5, and is provided with four front, rear, left, and right sides respectively formed with inclined inner surfaces 14 capable of making surface contact with the inclined surfaces 11 of the tapered member 7. The contact portion 12 and the elastically deformable bridge portion 13 connected (fixed) to the front end (upper side in FIG. 2) of each contact portion 12. In detail, the pair of left and right contact portions 12 and 12 of the four contact portions 12 correspond to the pair of left and right inclined surfaces 11 and 11 of the tapered member 7 and are arranged at positions facing each other Similarly, the pair of front and rear abutment portions 12 and 12 correspond to the pair of inclined surfaces 11 and 11 of the front and rear of the tapered member 7 and are arranged at positions facing each other.

各抵接部12之內面14,在與錐狀構件7之各傾斜面11作面接觸的狀態(圖7之狀態)下,係以隨著 朝向錨定螺栓30之基端側而逐漸接近錨定螺栓30(錐狀構件7)之中心軸的方式,而作傾斜。各抵接部12之內面14的傾斜角度,係成為與前述錐狀構件7之各傾斜面11的傾斜角度略相等。 The inner surface 14 of each contact portion 12 is in surface contact with each inclined surface 11 of the tapered member 7 (the state in FIG. 7 ), followed by Inclined toward the base end side of the anchor bolt 30 and gradually approaching the central axis of the anchor bolt 30 (taper member 7). The inclination angle of the inner surface 14 of each abutment portion 12 is approximately equal to the inclination angle of each inclined surface 11 of the tapered member 7.

前述架橋部13,係具備有在擴張構件8處而配置於錐狀構件7之前端側(在圖2中係為上側)處的薄平板狀之本體部位13a、和從該本體部位13a之緣部(參考圖4)起而分別朝向前述各抵接部12之前端側(在圖2中係為上側)延伸並將該各抵接部12之前端部作連接的4枚之薄平板狀的連接部位13b。 The bridge portion 13 is provided with a thin flat plate-shaped body portion 13a disposed at the front end side (upper side in FIG. 2) of the tapered member 7 at the expansion member 8, and the edge from the body portion 13a 4 (refer to FIG. 4 ), each extending toward the front end side (upper side in FIG. 2) of each abutment portion 12 and connecting the front end portions of the abutment portions 12 in the shape of four thin flat plates Connection part 13b.

前述連接部位13b,係如圖5中所示一般,藉由於將其之自由端部(在圖5中係為下端)嵌合在被形成於抵接部12之前端部的外面側處之切缺部12a中的狀態下而作鉚接,來將抵接部12作固定。另外,架橋部13之連接部位13b的自由端部與抵接部12之前端部,係可藉由螺絲等來作固定,或者是亦可藉由熔接方式等來作固定。 The aforementioned connecting portion 13b is generally as shown in FIG. 5, by fitting its free end (the lower end in FIG. 5) at the outer side of the end formed before the abutment portion 12 In the state of the missing portion 12a, caulking is performed to fix the abutting portion 12. In addition, the free end of the connecting portion 13b of the bridge portion 13 and the front end of the contact portion 12 may be fixed by screws or the like, or may be fixed by welding or the like.

架橋部13之本體部位13a,係如同圖4中所示一般,成為略正方形狀,在其之4個場所的頂點部(角部)處,係分別連續設置(連接)有前述連接部位13b。架橋部13之4枚的連接部位13b中之左右一對連接部位13b、13b,係對應於左右一對抵接部12、12,而被配置在相互對面之位置處,同樣的,前後一對連接部位13b、13b,係對應於前後一對抵接部12、12,而成為被設置在 相互對面之位置處。 The body portion 13a of the bridge portion 13 is generally square as shown in FIG. 4, and the aforementioned connection portions 13b are continuously provided (connected) at the vertices (corners) of the four places. The pair of left and right connecting parts 13b, 13b of the four connecting parts 13b of the bridging part 13 correspond to the pair of left and right abutting parts 12, 12 and are arranged at positions opposite to each other. The connection portions 13b and 13b correspond to the pair of abutting portions 12 and 12 at the front and rear, and are provided in the Located opposite each other.

前述本體部位13a,係將相互對面之位置處的連接部位13b、13b之前述連續設置場所間的尺寸L2設為較孔2之直徑L1而更小,藉由此,而成為能夠將架橋部13之本體部位13a以及連接部位13b之前述連續設置場所側(在圖6中係為上側)容易地插入至孔2內。前述本體部位13a,例如係亦可為圓形狀,於此情況,係成為將本體部位13a之直徑設為較孔2之直徑L1而更小。 The body portion 13a has the dimension L2 between the continuous installation locations of the connection portions 13b and 13b at positions opposite to each other being smaller than the diameter L1 of the hole 2, thereby making it possible to bridge the bridge portion 13 The body part 13a and the connection part 13b are easily inserted into the hole 2 on the side of the aforementioned continuous installation site (the upper side in FIG. 6). For example, the body portion 13a may have a circular shape. In this case, the diameter of the body portion 13a is set to be smaller than the diameter L1 of the hole 2.

架橋部13之各連接部位13b,在將擴張構件8外嵌於錐狀構件7處之前的狀態下,係如同圖5中所示一般,在從前述本體部位13a之緣部而朝向架橋部13之外側來傾斜地朝向下方向作了延伸之後,於長邊方向的中間部而朝向架橋部13之內側彎折且之後並未另外彎折。該些各連接部位13b,在如同圖2中所示一般之將擴張構件8外嵌於錐狀構件7處的狀態下、亦即是在將錨定螺栓30插入至孔2中之前的自由狀態(圖2狀態)下,亦係維持於前述彎折狀態。 Each connecting portion 13b of the bridging portion 13 is in the state before the expansion member 8 is externally fitted to the tapered member 7, as shown in FIG. 5, from the edge of the body portion 13a toward the bridging portion 13 After extending obliquely from the outer side toward the downward direction, it is bent toward the inner side of the bridge portion 13 at the middle portion in the longitudinal direction, and then is not additionally bent. These connecting portions 13b are in a state where the expansion member 8 is embedded in the tapered member 7 as shown in FIG. 2, that is, before the anchor bolt 30 is inserted into the hole 2 in a free state In the state of FIG. 2, it is also maintained in the aforementioned bending state.

在該自由狀態下之前後以及左右的各一對連接部位13b、13b處的彎折場所彼此間之距離L3,係成為較該些各一對連接部位13b、13b的彎折場所處的寬幅方向之全部均成為較孔2之直徑L1更大。特別是,在各一對連接部位13b、13b的彎折場所彼此處,於圖4中所示之平面觀察下的成為對角線之距離L3,係成為最大,該對角線之距離L3,係成為較孔2之直徑L1而更大。藉由 此,當將錨定螺栓30插入至孔2中時,各連接部位13b之上下方向的中間係確實地抵接於孔2之開口之緣部(圖6之狀態)。 In this free state, the distance L3 between the bending places at the pair of connecting parts 13b, 13b before, after, and to the left and right becomes a wider width than the bending places at the pair of connecting parts 13b, 13b All of the directions become larger than the diameter L1 of the hole 2. In particular, at the bending places of each pair of connection portions 13b and 13b, the diagonal distance L3 when viewed in the plane shown in FIG. 4 becomes the largest, and the diagonal distance L3, It becomes larger than the diameter L1 of the hole 2. By Therefore, when the anchor bolt 30 is inserted into the hole 2, the middle of each connecting portion 13b in the up-down direction is surely abutted against the edge of the opening of the hole 2 (state in FIG. 6).

在該圖6之狀態下,藉由將錨定螺栓30強制性地推入至孔2內,該連接部位13b之中間部係藉由前述孔2之開口之緣部或孔2之內周面4而被朝向架橋部13之內側(錐狀構件7側)作推壓並作彈性變形而讓抵接部12朝外側移動,藉由此時之彈性復原力,連接部位13b之中間部和抵接部12係推壓抵接於孔2之內周面4處。 In the state of FIG. 6, by forcibly pushing the anchor bolt 30 into the hole 2, the middle portion of the connection portion 13 b is through the edge of the opening of the hole 2 or the inner peripheral surface of the hole 2 4 is pushed toward the inside of the bridge portion 13 (the tapered member 7 side) and is elastically deformed to move the contact portion 12 to the outside. With the elastic restoring force at this time, the middle portion of the connection portion 13b The contact portion 12 is pressed against the inner peripheral surface 4 of the hole 2.

各抵接部12之外周面15,係形成為與孔2之內周面4相同的圓柱面形狀,藉由此,該抵接部12之外周面15係成為能夠與孔2之內周面4作面接觸。抵接部12之內面14,係亦可並不一直以傾斜狀而形成至抵接部12之前端(在圖5中係為上端)或基端(在圖5中係為下端)處。 The outer peripheral surface 15 of each contact portion 12 is formed into the same cylindrical surface shape as the inner peripheral surface 4 of the hole 2, whereby the outer peripheral surface 15 of the contact portion 12 becomes capable of contacting the inner peripheral surface of the hole 2 4 Make face contact. The inner surface 14 of the abutting portion 12 may not always be formed in an inclined shape to the front end (the upper end in FIG. 5) or the base end (the lower end in FIG. 5) of the abutting portion 12.

在前述桿3處,係被安裝有未圖示之設備機器或配管等。桿3以及錐狀構件7,係藉由不鏽鋼等來形成。擴張構件8之抵接部12,係藉由鋁合金等而形成,前述架橋部13,係藉由不鏽鋼等而形成。 At the rod 3, equipment, piping, etc., not shown, are installed. The rod 3 and the tapered member 7 are formed of stainless steel or the like. The contact portion 12 of the expansion member 8 is formed by aluminum alloy or the like, and the bridge portion 13 is formed by stainless steel or the like.

在前述擴張構件8之各抵接部12的外周面15之下部(自由端側)處,係如圖1中所示一般,在該抵接部12之長邊方向(於圖1中係為上下方向)上並排形成有複數根(在本實施例中係為2根)的溝17,該些溝17,係朝向各抵接部12之外周面15的周方向延伸。 At the lower portion (free end side) of the outer peripheral surface 15 of each abutment portion 12 of the aforementioned expansion member 8, as shown in FIG. 1, in the longitudinal direction of the abutment portion 12 (in FIG. 1 is A plurality of grooves 17 (two in this embodiment) are formed side by side in the vertical direction, and these grooves 17 extend toward the circumferential direction of the outer peripheral surface 15 of each contact portion 12.

接著,針對前述錨定螺栓30之施工程序的其中一例作說明。例如,作業者係在使擴張機構5朝上的狀態下,以手而拿著桿3,並將錨定螺栓30從擴張機構5之架橋部13側起來插入至壁面1之孔2中。此時,架橋部13的連接部位13b係抵接於孔2之開口的緣部(參考圖6),藉由將錨定螺栓30強制性地推入至孔2內,前述連接部位13b係作彈性變形,擴張機構5係進入至孔2內。 Next, an example of the construction procedure of the anchor bolt 30 will be described. For example, the operator holds the rod 3 with his hand with the expansion mechanism 5 facing upward, and inserts the anchor bolt 30 from the bridge portion 13 side of the expansion mechanism 5 into the hole 2 of the wall surface 1. At this time, the connection portion 13b of the bridge portion 13 is in contact with the edge of the opening of the hole 2 (refer to FIG. 6). By forcibly pushing the anchor bolt 30 into the hole 2, the connection portion 13b serves as The elastic deformation causes the expansion mechanism 5 to enter the hole 2.

在此狀態下,將錨定螺栓30作插入,直到架橋部13之本體部位13a抵接於孔2之上面20處為止(圖7之狀態)。此時,藉由前述連接部位13b的彈性復原力,連接部位13b的中間部和抵接部12係推壓抵接於孔2之內周面4處。 In this state, the anchor bolt 30 is inserted until the body portion 13a of the bridge portion 13 abuts on the upper surface 20 of the hole 2 (state in FIG. 7). At this time, due to the elastic restoring force of the connection portion 13b, the middle portion of the connection portion 13b and the contact portion 12 are pressed against the inner peripheral surface 4 of the hole 2.

接著,若是將桿3朝向孔2之開口側(錨定螺栓30之基端側:在圖7中係為下側)作拉張,則擴張機構5之錐狀構件7係與桿3一同地而朝向孔2之開口側下降(移動)。此時,如同前述一般,由於連接部位13b之中間部和抵接部12係推壓抵接於孔2之內周面4處,因此,擴張構件8之隨著錐狀構件7而下降的情形係被作抑制。又,藉由抵接部12之推壓抵接於孔2之內周面4處一事,該抵接部12之溝17的上下之緣部係抓住孔2之內周面4,藉由此,擴張構件8之隨著錐狀構件7而下降的情形亦被作抑制。 Next, if the rod 3 is stretched toward the opening side of the hole 2 (the base end side of the anchor bolt 30: the lower side in FIG. 7), the tapered member 7 of the expansion mechanism 5 is co-located with the rod 3 It is lowered (moved) toward the opening side of the hole 2. At this time, as described above, since the middle portion of the connecting portion 13b and the contact portion 12 are pressed against the inner peripheral surface 4 of the hole 2, the expansion member 8 descends with the tapered member 7 The system was suppressed. Moreover, the inner peripheral surface 4 of the groove 17 of the contact portion 12 is held by the pressing portion of the contact portion 12 against the inner peripheral surface 4 of the hole 2 by grasping the inner peripheral surface 4 of the hole 2 by Therefore, the situation in which the expansion member 8 descends with the tapered member 7 is also suppressed.

藉由此,係將錐狀構件7之各傾斜面11推壓 抵接於擴張構件8之各抵接部12的內面14處,而能夠將各抵接部12之外周面15牢固地推壓抵接於孔2之內周面4上。其結果,藉由各抵接部12的外周面15與孔2之內周面4之間的面彼此之摩擦等,係能夠將錨定螺栓30確實地固定(暫時固定)於孔2中。 By this, each inclined surface 11 of the tapered member 7 is pressed The inner surface 14 of each contact portion 12 of the expansion member 8 abuts, and the outer peripheral surface 15 of each contact portion 12 can be firmly pressed against the inner peripheral surface 4 of the hole 2. As a result, the anchor bolt 30 can be securely fixed (temporarily fixed) in the hole 2 by friction between the outer peripheral surface 15 of each contact portion 12 and the inner peripheral surface 4 of the hole 2 and the like.

之後,例如若是使桿3旋轉並藉由螺絲作用來使錐狀構件7朝向錨定螺栓30之基端側移動,則藉由錐狀構件7之各傾斜面11,各抵接部12之內面14係更進而被朝向孔2之內周面4作推壓,各抵接部12之外周面15係被強力地推壓抵接於孔2之內周面4上,錨定螺栓30係被更確實地固定於孔2中。 After that, for example, if the rod 3 is rotated and the tapered member 7 is moved toward the base end side of the anchor bolt 30 by the action of the screw, then by the inclined surfaces 11 of the tapered member 7, each of the contact portions 12 The surface 14 is further pushed toward the inner peripheral surface 4 of the hole 2, the outer peripheral surface 15 of each abutment portion 12 is strongly pressed against the inner peripheral surface 4 of the hole 2, and the anchor bolt 30 is It is more firmly fixed in the hole 2.

在該錨定螺栓30之桿3的公螺紋9處,裝著用以固定未圖示之設備機器或配管等的托架21(圖7),並在該托架21之下側處螺著(裝著)螺帽22(圖7)。之後,藉由板手(spanner)等之工具來將螺帽22鎖緊,而將托架21安裝在錨定螺栓30處。 At the male thread 9 of the rod 3 of the anchor bolt 30, a bracket 21 (FIG. 7) for fixing equipment, piping, etc., not shown, is mounted, and is screwed under the bracket 21 (Fitted) nut 22 (Figure 7). After that, the nut 22 is locked by a spanner or the like, and the bracket 21 is installed at the anchor bolt 30.

另外,在將螺帽22鎖緊時,桿3係被更加朝向下方作拉張,該桿3以及擴張機構5之錐狀構件7係更進一步下降。藉由此,藉由錐狀構件7之各傾斜面11,各抵接部12之內面14係更進而以面壓接狀態而被朝向孔2之內周面4側作推壓,各抵接部12之外周面15係被強力地推壓抵接於孔2之內周面4上,錨定螺栓30係被更確實地固定於孔2中。代替托架21,係亦可將墊圈(未圖示)裝著於螺帽22之上側處。 In addition, when the nut 22 is locked, the rod 3 is stretched further downward, and the rod 3 and the tapered member 7 of the expansion mechanism 5 are further lowered. With this, by the inclined surfaces 11 of the tapered member 7, the inner surface 14 of each contact portion 12 is further pressed toward the inner peripheral surface 4 side of the hole 2 in a surface pressure contact state, each contact The outer peripheral surface 15 of the connecting portion 12 is strongly pressed against the inner peripheral surface 4 of the hole 2, and the anchor bolt 30 is more securely fixed in the hole 2. Instead of the bracket 21, a washer (not shown) may be attached to the upper side of the nut 22.

被固定於該孔2中的錨定螺栓30之桿3,就算是起因於前述設備機器等之重量而被朝向下方拉張,亦由於伴隨於此而錐狀構件7之各傾斜面11會對各抵接部12之內面14作強力的推壓,因此,各抵接部12之外周面15係被強力地推壓抵接於孔2之內周面4上。藉由此,係能夠確實地防止錨定螺栓30被從孔2中而拔出的情形。 The rod 3 of the anchor bolt 30 fixed in the hole 2 is stretched downward due to the weight of the aforementioned equipment, etc., because the inclined surfaces 11 of the tapered member 7 The inner surface 14 of each abutting portion 12 is strongly pushed, so the outer peripheral surface 15 of each abutting portion 12 is strongly pressed against the inner peripheral surface 4 of the hole 2. With this, it is possible to reliably prevent the anchor bolt 30 from being pulled out of the hole 2.

在前述實施例之說明中,係在錐狀構件7處形成2組之一對的傾斜面11、11,並配合於此而配置有2組的一對抵接部12、12,但是,係亦可僅在錐狀構件7處形成一對傾斜面11、11,並配合於此而僅配置一對抵接部12、12。又,係亦可在錐狀構件7處形成3組以上之一對傾斜面11、11,並配合於此而配置3組以上的一對抵接部12、12。擴張構件8之架橋部13,係只要至少連接部位13b為能夠進行彈性變形即可,又,亦可使架橋部13全體均能夠作彈性變形。亦可代替擴張構件8之各抵接部12的溝17、或者是與溝17一同地,而在抵接部12之外周面15處設置凸狀部(未圖示)。 In the description of the foregoing embodiment, two pairs of inclined surfaces 11, 11 are formed at the tapered member 7, and two pairs of abutting portions 12, 12 are arranged in accordance with this, but the A pair of inclined surfaces 11, 11 may be formed only at the tapered member 7, and only a pair of abutting portions 12, 12 may be arranged in accordance with this. In addition, it is also possible to form one or more pairs of inclined surfaces 11 and 11 at the tapered member 7 and arrange the pair of contact portions 12 and 12 in three or more pairs in accordance with this. The bridging portion 13 of the expansion member 8 only needs to be elastically deformable at least at the connecting portion 13b, and it is also possible to make the entire bridging portion 13 elastically deformable. Instead of the groove 17 of each contact portion 12 of the expansion member 8 or together with the groove 17, a convex portion (not shown) may be provided on the outer peripheral surface 15 of the contact portion 12.

又,亦可並不僅是在桿3之前端處,而亦在桿3之長邊方向的中間處配置1或複數之擴張機構5。於此情況,在位置於桿3之長邊方向的中間處之擴張機構5處的擴張構件8之架橋部13之本體部位13a處,係成為設置有用以使桿3通過之通孔。 In addition, not only at the front end of the rod 3, but also at the middle of the longitudinal direction of the rod 3, one or plural expansion mechanisms 5 may be arranged. In this case, at the body portion 13a of the bridge portion 13 of the expansion member 8 located at the middle of the expansion mechanism 5 at the middle of the longitudinal direction of the rod 3, a through hole is provided for the rod 3 to pass through.

如此這般,在將錨定螺栓30插入至孔2中 時,藉由擴張構件8之架橋部13之連接部位13b的彈性復原力,該連接部位13b係被推壓抵接於孔2之內周面4上,並藉由摩擦等而使擴張構件8(架橋部13)被牢固地保持在孔2之內周面4處。其結果,擴張構件8之隨著前述桿3(錐狀構件7)之下降而進行下降的情況係被抑制,相應於此,係能夠將錐狀構件7之傾斜面11牢固地推壓抵接於擴張構件8之抵接部12的內面14上,藉由此,係能夠將錨定螺栓30確實地固定在孔2中。 In this way, after inserting the anchor bolt 30 into the hole 2 At this time, due to the elastic restoring force of the connection portion 13b of the bridge portion 13 of the expansion member 8, the connection portion 13b is pressed against the inner peripheral surface 4 of the hole 2, and the expansion member 8 is caused by friction or the like (Bridge 13) is held firmly at the inner peripheral surface 4 of the hole 2. As a result, the expansion member 8 is suppressed from descending as the rod 3 (taper member 7) is lowered, and accordingly, the inclined surface 11 of the cone member 7 can be firmly pressed against On the inner surface 14 of the contact portion 12 of the expansion member 8, the anchor bolt 30 can be reliably fixed in the hole 2.

在錨定螺栓30之桿3處,係亦可配置圖8中所示之圓筒形狀之保持具16。該保持具16,係構成為能夠使前述桿3作插通,並於當插入至前述孔2中時(圖8之狀態)而會成為該孔2之開口側的端部(在圖8中,係為下端部)處,設置有朝向保持具16之徑方向(橫方向)突出之環狀的突出部16a。保持具16,係藉由鋼材或合成樹脂等而形成。 At the rod 3 of the anchor bolt 30, a cylindrical holder 16 shown in FIG. 8 may also be arranged. The holder 16 is configured so that the rod 3 can be inserted, and when inserted into the hole 2 (the state of FIG. 8 ), it becomes the end of the opening side of the hole 2 (in FIG. 8) At the lower end), a ring-shaped protrusion 16a protruding toward the radial direction (lateral direction) of the holder 16 is provided. The holder 16 is formed of steel, synthetic resin, or the like.

保持具16之突出部16a,係將當插入至前述孔2中時會成為前述孔2之深處側的端面(在圖8中,係為上面),形成為會隨著朝向保持具16之中心軸側而逐漸接近前述孔2之深處側的傾斜面狀(錐狀面狀)。又,保持具16之上端之緣部,係形成為傾斜面狀(錐狀面狀)。 The protruding portion 16a of the retainer 16 is an end surface that becomes the deep side of the hole 2 when inserted into the hole 2 (in FIG. 8, it is the upper side), and is formed so as to face the retainer 16 The inclined plane shape (taper shape) gradually approaching the deep side of the hole 2 on the center axis side. In addition, the edge portion of the upper end of the holder 16 is formed in an inclined plane shape (tapered plane shape).

保持具16之內徑,係被設為較錨定螺栓30之桿3的外徑而更些許大。藉由此,錨定螺栓30之桿3,係能夠幾乎無阻抗地而被插通於保持具16之內側,並 且,由於保持具16之內周面和前述桿3之間的空隙係為小,因此,相應於此,前述桿3之相對於保持具16而朝向橫方向移動的情形係被作抑制。保持具16,係將在突出部16a處之外徑設為較前述孔2之內徑更大,當將保持具16插入至孔2內時,前述突出部16a係成為抵接於孔2之開口的緣部。藉由此,係成為使保持具16不會較孔2之開口部的位置而更朝向孔2之深處側作過度之插入。 The inner diameter of the retainer 16 is set to be slightly larger than the outer diameter of the rod 3 of the anchor bolt 30. By this, the rod 3 of the anchor bolt 30 can be inserted inside the holder 16 with almost no impedance, and In addition, since the gap between the inner peripheral surface of the holder 16 and the rod 3 is small, the movement of the rod 3 in the lateral direction relative to the holder 16 is suppressed accordingly. In the holder 16, the outer diameter of the protrusion 16a is set to be larger than the inner diameter of the hole 2, and when the holder 16 is inserted into the hole 2, the protrusion 16a is in contact with the hole 2. The edge of the opening. As a result, the holder 16 is not inserted into the deep side of the hole 2 more than the position of the opening of the hole 2.

之後,將使突出部16a朝向下方的姿勢之保持具16嵌合於錨定螺栓30之桿3處,並將保持具16插入(推入)至孔2內,直到該保持具16之下面會與前述壁面1成為略同一平面之孔2之開口部的位置(以下,稱作特定位置)處,而裝著在前述孔2之開口部的位置處(固定保持)。在此裝著時,保持具16之突出部16a係以咬入孔2之開口的緣部之狀態而作抵接(圖8之狀態)。 After that, the holder 16 with the protruding portion 16a facing downward is fitted to the rod 3 of the anchor bolt 30, and the holder 16 is inserted (pushed) into the hole 2 until the underside of the holder 16 becomes The position of the opening of the hole 2 (hereinafter, referred to as a specific position) which is substantially the same plane as the wall surface 1 is installed at the position of the opening of the hole 2 (fixed and held). During the installation, the protruding portion 16a of the holder 16 comes into contact with the edge portion of the opening of the hole 2 (state in FIG. 8).

藉由將保持具16之上端的緣部形成為傾斜面狀,係能夠將保持具16順暢地插入至孔2內。藉由將保持具16之突出部16a的上面形成為傾斜面狀,在將保持具16插入至孔2內時,突出部16a係咬入孔2之開口的緣部,而成為容易被固定保持於該孔2之開口處。藉由將前述保持具16配置在桿3處,桿3之朝向橫方向(前後方向或左右方向)而移動的情形係被作抑制,因此,起因於該桿3之搖動而導致被固定在該桿3處之設備機器等產生晃動的情形等係被作抑制。 By forming the edge of the upper end of the holder 16 into an inclined plane, the holder 16 can be smoothly inserted into the hole 2. By forming the upper surface of the protruding portion 16a of the holder 16 into an inclined plane, when the holder 16 is inserted into the hole 2, the protruding portion 16a bites into the edge of the opening of the hole 2 and becomes easily fixed and held At the opening of the hole 2. By arranging the holder 16 at the rod 3, the movement of the rod 3 in the lateral direction (front-rear direction or left-right direction) is suppressed. Therefore, the rocking of the rod 3 causes it to be fixed to the rod 3 The occurrence of sway in the equipment at the pole 3 is suppressed.

保持具16,係以位置在前述孔2之開口部處為理想,但是,亦可相較於前述孔2之開口而更些許地進入至前述孔2之深處側,或者是亦可從前述孔2之開口而些許地分離。保持具16,係亦可具備有於其之軸方向(在圖8中係為上下方向)而延伸的切痕。前述突出部16a,係亦可僅形成於保持具16之周面的一部分處。 The retainer 16 is ideally located at the opening of the hole 2, but it can also enter the deep side of the hole 2 more than the opening of the hole 2 or from the aforementioned The opening of the hole 2 is slightly separated. The holder 16 may be provided with a cut extending in the axial direction (the vertical direction in FIG. 8). The protruding portion 16a may be formed only at a part of the circumferential surface of the holder 16.

另外,亦可在保持具16之內周面的周方向上形成溝,並在該溝中,配置易於變形之由氟橡膠或腈橡膠所成的環狀之彈性體。該彈性體,係成為能夠抵接於插通有保持具16之錨定螺栓的桿3上。彈性體,係亦可為易於產生塑性變形之合成樹脂等。 In addition, a groove may be formed in the circumferential direction of the inner circumferential surface of the holder 16, and an annular elastic body made of fluororubber or nitrile rubber that is easily deformed may be arranged in the groove. This elastic body is able to contact the rod 3 through which the anchor bolt of the holder 16 is inserted. The elastomer may also be a synthetic resin that is liable to undergo plastic deformation.

在前述桿3之長邊方向的中間位置處,亦可如同圖9中所示一般,設置(形成)直徑為與前述孔2之直徑L1同等程度或者是較其而更些許小之直徑的圓柱形狀之保持部24。該保持部24,係以位在當將錨定螺栓30,插入至孔2中時(圖9之狀態)會成為孔2之開口的附近之位置為理想,但是,只要是會成為孔2內之位置,則係可位於任意之位置。 At a middle position in the longitudinal direction of the aforementioned rod 3, as shown in FIG. 9, a cylinder having a diameter equal to or slightly smaller than the diameter L1 of the aforementioned hole 2 may also be provided (formed)形的保护部24。 The holding portion 24 of the shape. The holding portion 24 is ideally positioned near the opening that will become the opening of the hole 2 when the anchor bolt 30 is inserted into the hole 2 (the state of FIG. 9 ). The location can be located at any location.

如此這般,就算是在將保持部24設置於桿3處的情況時,桿3之朝向橫方向(前後方向或左右方向)而移動的情形亦係被作抑制。 In this way, even when the holding portion 24 is provided at the lever 3, the movement of the lever 3 toward the lateral direction (the front-rear direction or the left-right direction) is suppressed.

3‧‧‧桿 3‧‧‧

5‧‧‧擴張機構 5‧‧‧Expansion

7‧‧‧錐狀構件 7‧‧‧Cone-shaped member

8‧‧‧擴張構件 8‧‧‧Expansion member

9‧‧‧公螺紋 9‧‧‧ male thread

12‧‧‧擴張構件之抵接部 12‧‧‧Expansion member abutment

12a‧‧‧切缺部 12a‧‧‧Notch

13‧‧‧擴張構件之架橋部 13‧‧‧Expansion bridge

13a‧‧‧本體部位 13a‧‧‧Body part

13b‧‧‧連接部位 13b‧‧‧Connected parts

15‧‧‧抵接部之外周面 15‧‧‧ Outside the abutment

17‧‧‧溝 17‧‧‧Ditch

30‧‧‧錨定螺栓 30‧‧‧Anchor bolt

Claims (4)

一種錨定螺栓(30),係為用以插入至設置在壁面(1)之孔(2)中而作固定的錨定螺栓(30),其特徵為:在與桿(3)作連接之錐狀構件(7)處係外嵌有擴張構件(8),在前述錐狀構件(7)之外周面處,係被形成有以隨著朝向基端側而接近前述錐狀構件(7)之中心軸的方式而傾斜之傾斜面(11),前述擴張構件(8),係具備有:形成有能夠與前述錐狀構件(7)之傾斜面(11)作面接觸的傾斜面狀之內面(14)的抵接部(12)、和與該抵接部(12)作連接並能夠進行彈性變形的架橋部(13),該架橋部(13),係具備有:被配置在前述錐狀構件(7)之前端側的本體部位(13a)、和從該本體部位(13a)之緣部而朝向前述抵接部(12)側延伸並與該抵接部(12)之前端部作連接之連接部位(13b),前述連接部位(13b),係在從前述本體部位(13a)之緣部而朝向前述架橋部(13)之外側來以傾斜方向作了延伸之後,先於長邊方向的中間部朝向前述架橋部(13)之內側彎折且之後並未另外彎折,再與前述抵接部(12)之前端部作連接,當將前述錨定螺栓(30)插入至前述孔(2)中時,前述連接部位(13b)之中間部係被推壓至前述孔(2)之開口之緣部或前述孔(2)之內周面(4) 處,並作彈性變形讓前述抵接部朝外側移動,且藉由此時之彈性復原力來將前述連接部位(13b)之中間部或前述抵接部(12)推壓抵接於前述孔(2)之內周面(4)處。 An anchor bolt (30) is an anchor bolt (30) used to be inserted into a hole (2) provided in a wall surface (1) and fixed, and is characterized in that it is connected with a rod (3) At the tapered member (7), an expansion member (8) is embedded. At the outer peripheral surface of the tapered member (7), a tapered member (7) is formed so as to approach the tapered member (7) as it goes toward the base end side The inclined surface (11) inclined in the manner of the central axis, the expansion member (8) is provided with: an inclined surface capable of making surface contact with the inclined surface (11) of the tapered member (7) The contact portion (12) of the inner surface (14), and the bridge portion (13) connected to the contact portion (12) and capable of elastic deformation, the bridge portion (13) is provided with: The body part (13a) on the front end side of the tapered member (7), and extending from the edge of the body part (13a) toward the abutment part (12) side and with the front end of the abutment part (12) The connection part (13b) is connected to the part, the connection part (13b) is extended from the edge of the body part (13a) toward the outside of the bridge part (13) in an oblique direction, before The middle part in the longitudinal direction is bent toward the inner side of the bridging part (13) and has not been bent afterwards, and then connected to the front end of the abutment part (12), when the anchor bolt (30) is connected When inserted into the hole (2), the middle part of the connection part (13b) is pushed to the edge of the opening of the hole (2) or the inner peripheral surface (4) of the hole (2) And elastically deform the contact part to move outward, and the elastic restoring force at this time pushes the middle part of the connection part (13b) or the contact part (12) against the hole (2) at the inner periphery (4). 如申請專利範圍第1項所記載之錨定螺栓(30),其中,在前述錐狀構件(7)之外周面處,係形成有至少一對前述傾斜面(11)、(11),前述成對之傾斜面(11)、(11)係被配置在相互對面之位置處,前述抵接部(12),係對應於前述傾斜面(11)、(11)之前述對而配置有至少一對,前述架橋部(13)之連接部位(13b),係對應於前述抵接部(12)、(12)之前述對而設置有至少一對,在將前述錨定螺栓(30)插入至前述孔(2)中之前的自由狀態下,前述成對之連接部位(13b)、(13b)之彎折場所彼此間的距離(L3),係構成為會成為較前述孔(2)之直徑(L1)而更大。 An anchor bolt (30) as described in item 1 of the patent application scope, wherein at least a pair of the inclined surfaces (11) and (11) are formed on the outer peripheral surface of the tapered member (7). The pair of inclined surfaces (11) and (11) are arranged at positions opposite to each other, and the abutment portion (12) corresponds to the pair of the inclined surfaces (11) and (11) A pair, the connection portion (13b) of the bridge portion (13), corresponding to the pair of the abutment portions (12), (12) is provided with at least one pair, insert the anchor bolt (30) In the free state before the hole (2), the distance (L3) between the bending points of the paired connection parts (13b) and (13b) is configured to be higher than that of the hole (2) The diameter (L1) is larger. 如申請專利範圍第1項或第2項所記載之錨定螺栓(30),其中,係具備有能夠使前述錨定螺栓(30)之桿(3)作插通的圓筒形狀之保持具(16),該保持具(16),係在當插入至前述孔(2)中時會成為前述孔(2)之開口側的端部處,設置有朝向橫方向突出之突出部(16a),將在該突出部(16a)處之外徑,設為較前述孔(2)之直徑(L1)更大。 The anchor bolt (30) as described in item 1 or 2 of the patent application scope, wherein it is provided with a cylindrical holder capable of inserting the rod (3) of the anchor bolt (30) (16) The holder (16) is provided at the end of the opening side of the hole (2) when inserted into the hole (2), and is provided with a protruding portion (16a) protruding laterally , The outer diameter at the protruding portion (16a) is set to be larger than the diameter (L1) of the aforementioned hole (2). 如申請專利範圍第1項或第2項所記載之錨定螺栓(30’),其中,係在前述桿(3)之長邊方向的中間位置處形成有保持部(24),該保持部(24),係被配置在當將前述錨定螺栓(30’)插入至前述孔(2)中並作了固定時而會成為前述孔(2)內的位置處。 The anchor bolt (30') as described in item 1 or item 2 of the patent application scope, wherein a holding portion (24) is formed at a middle position in the longitudinal direction of the aforementioned rod (3), and the holding portion (24) It is arranged at a position that becomes the inside of the hole (2) when the anchor bolt (30') is inserted into the hole (2) and fixed.
TW104110242A 2014-04-23 2015-03-30 Anchor bolt TWI682102B (en)

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JP2014089639 2014-04-23
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Publication number Priority date Publication date Assignee Title
CN107355458B (en) * 2017-07-06 2022-11-25 海盐县通顺标准件厂 Improved expansion screw
CN112832483B (en) * 2020-12-31 2022-03-22 浙江万川装饰设计工程有限公司 Mounting structure of decorative component and construction method thereof

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1128024A (en) * 1955-06-18 1957-01-02 Improvements made to expansion bolts, for support or anchoring, especially in mine roofs
FR1599861A (en) * 1967-12-01 1970-07-20
US3747468A (en) * 1970-11-12 1973-07-24 Huygmetal N V Anchor bolt
JP2007198572A (en) * 2006-01-30 2007-08-09 Sanko Techno Co Ltd Metal spreading anchor, and construction method for the same
CN101713428A (en) * 2009-10-28 2010-05-26 厦门鹏坤实业有限公司 Anti-seismic anchor bolt

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA1039986A (en) * 1976-06-21 1978-10-10 Donald B. Haslam Rock bolt assembly
ZW31380A1 (en) * 1979-12-20 1981-03-11 Coalequip Pty Expansion bolt

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1128024A (en) * 1955-06-18 1957-01-02 Improvements made to expansion bolts, for support or anchoring, especially in mine roofs
FR1599861A (en) * 1967-12-01 1970-07-20
US3747468A (en) * 1970-11-12 1973-07-24 Huygmetal N V Anchor bolt
JP2007198572A (en) * 2006-01-30 2007-08-09 Sanko Techno Co Ltd Metal spreading anchor, and construction method for the same
CN101713428A (en) * 2009-10-28 2010-05-26 厦门鹏坤实业有限公司 Anti-seismic anchor bolt

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