JP6838823B2 - Post-construction anchor mounting structure - Google Patents

Post-construction anchor mounting structure Download PDF

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JP6838823B2
JP6838823B2 JP2016223944A JP2016223944A JP6838823B2 JP 6838823 B2 JP6838823 B2 JP 6838823B2 JP 2016223944 A JP2016223944 A JP 2016223944A JP 2016223944 A JP2016223944 A JP 2016223944A JP 6838823 B2 JP6838823 B2 JP 6838823B2
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cone
post
mounting bolt
main body
construction anchor
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JP2018080520A (en
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正彦 成願
正彦 成願
洋一 窪田
洋一 窪田
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株式会社ケー・エフ・シー
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Description

本発明は、硬化したコンクリート躯体に後から穿孔し、その穿孔内に打設するあと施工アンカーに係り、特に拡開片を有する筒状の本体が略截頭錐形のコーンに打ち込まれて拡開片か拡開される本体打込み式のあと施工アンカー器具が用いられるあと施工アンカー取付構造に関する。 In the present invention, a hardened concrete skeleton is drilled later, and a post-construction anchor is placed in the drilled structure. In particular, a tubular body having a spread piece is driven into a substantially cone-shaped cone to expand the structure. It relates to a post-construction anchor mounting structure in which a post-construction anchor device is used after the main body is driven into an open piece or expanded.

従来、後部に雌ねじが形成され、前部に拡開片を有する筒状の本体と、略截頭錐形のコーンで構成される本体打込み式のあと施工アンカーが知られている(特許文献1、2参照)。本体打込み式のあと施工アンカー100は、例えば図7(a)に示すように、筒状の本体110がコーン120に向かって打ち込まれて本体110の拡開片111が拡開され、拡開片111の拡開力でコンクリート躯体160に定着される。定着されたあと施工アンカー100には、取付物150を取り付ける際に、ワッシャー140を介して本体110の雌ねじ112に取付ボルト130が螺合されて取り付けられる。 Conventionally, a main body driving type post-construction anchor composed of a tubular main body having a female screw formed in the rear portion and an expansion piece in the front portion and a cone having a substantially frustum-shaped cone is known (Patent Document 1). , 2). In the main body driving type post-construction anchor 100, for example, as shown in FIG. 7A, the tubular main body 110 is driven toward the cone 120 to expand the expanding piece 111 of the main body 110, and the expanding piece 111 is expanded. It is fixed to the concrete skeleton 160 by the expanding force of 111. When the attachment 150 is attached to the post-fixing construction anchor 100, the attachment bolt 130 is screwed onto the female screw 112 of the main body 110 via the washer 140 to attach the attachment.

この種のあと施工アンカーは、実際に取付物を取付けるまではボルトの突出がないことから、ボルトの突出部分が作業の邪魔にならず作業性に優れる。また、先にあと施工アンカーをコンクリートに取り付けておき、定着したあと施工アンカーに任意の長さの取付ボルトを取り付けることができるという利点もある。 This type of post-construction anchor has excellent workability because the protruding part of the bolt does not interfere with the work because the bolt does not protrude until the attachment is actually attached. Another advantage is that the post-construction anchor can be attached to the concrete first, and then the attachment bolts of arbitrary length can be attached to the construction anchor after fixing.

特開2004−263848号Japanese Unexamined Patent Publication No. 2004-263848 特開2004−360198号JP-A-2004-360198

ところで、本体打込み式のあと施工アンカーは、施工が完全ではなかったり、使用環境が過酷で振動が多かったりした場合に、例えば図7(b)のように、コーン120をコンクリート躯体160内に置いて本体110が抜け出してくる可能性や、図7(c)のように、取付ボルト130の雌ねじ112への螺合が緩んで取付ボルト130が抜け出てくる可能性があるのではないかと不安を生じさせ、使用が避けられることがある。 By the way, in the post-construction anchor of the main body driving type, when the construction is not perfect or the usage environment is harsh and there is a lot of vibration, for example, as shown in FIG. 7B, the cone 120 is placed in the concrete skeleton 160. I am worried that the main body 110 may come off, or that the mounting bolt 130 may loosen into the female screw 112 and the mounting bolt 130 may come out as shown in FIG. 7 (c). May occur and avoid use.

斯様な問題に対処できるものとして、スリーブ打込み式の雄ねじタイプのあと施工アンカーがある。図8(a)にスリーブ打込み式の雄ねじタイプのあと施工アンカーの例を示す。このスリーブ打込み式の雄ねじタイプのあと施工アンカー200は、前部にテーパー部211、後部に雄ねじ部212が形成されているテーパーボルト210と、前部に拡開片221が設けられているスリーブ220で構成され、スリーブ220がテーパー部211に向かって打ち込まれて拡開片221が拡開されてコンクリート躯体250に定着されている。コンクリート躯体250から突出したテーパーボルト210の雄ねじ部212には、例えば取付物240、ワッシャー231、スプリングワッシャー232が外挿され、その外側から雄ねじ部212にナット233が螺合されて取付物240が取り付けられる。このスリーブ打込み式の雄ねじタイプのあと施工アンカー200では、ナット233が締め付けられている限り、常にテーパーボルト210のテーパー部211がスリーブ2210の拡開片221を拡開するように付勢するので、テーパーボルト210やスリーブ220の脱落を防止することが可能である。 As a device that can deal with such a problem, there is a sleeve driving type male screw type post-construction anchor. FIG. 8A shows an example of a sleeve driving type male screw type post-construction anchor. The sleeve driving type male screw type post-construction anchor 200 has a taper bolt 210 having a tapered portion 211 formed at the front portion and a male screw portion 212 formed at the rear portion, and a sleeve 220 provided with an expansion piece 221 at the front portion. The sleeve 220 is driven toward the tapered portion 211, and the expansion piece 221 is expanded and fixed to the concrete skeleton 250. For example, an attachment 240, a washer 231 and a spring washer 232 are extrapolated to the male threaded portion 212 of the taper bolt 210 protruding from the concrete skeleton 250, and a nut 233 is screwed into the male threaded portion 212 from the outside to form the attachment 240. It is attached. In this sleeve driving type male screw type post-construction anchor 200, as long as the nut 233 is tightened, the taper portion 211 of the taper bolt 210 always urges the expansion piece 221 of the sleeve 2210 to expand. It is possible to prevent the taper bolt 210 and the sleeve 220 from falling off.

しかしながら、スリーブ打込み式の雄ねじタイプのあと施工アンカー200は、スリーブ220をテーパーボルト210のテーパー部211に打ち込んで拡開片221を拡開させて定着するものであるから、あと施工アンカーの打設後にボルト長の変更をすることはできず、施工の柔軟性に劣るという問題がある。また、あと施工アンカー200では、前部にテーパー部211、後部に雄ねじ部212が形成されているテーパーボルト210で取付物240を取り付けるため、取付物の厚さが変わった場合には異なる長さのテーパーボルトが必要となるが(図8(b)参照)、特殊な形状で高価なテーパーボルトを多様な長さで準備する必要が生じ、経済性に劣るという問題もある。 However, in the sleeve driving type male screw type post-construction anchor 200, the sleeve 220 is driven into the tapered portion 211 of the taper bolt 210 to expand and fix the expansion piece 221. Therefore, the post-installation anchor is installed. There is a problem that the bolt length cannot be changed later and the flexibility of construction is inferior. Further, in the post-construction anchor 200, since the attachment 240 is attached by the taper bolt 210 in which the taper portion 211 is formed in the front portion and the male screw portion 212 is formed in the rear portion, the length is different when the thickness of the attachment is changed. (See FIG. 8B), but there is also a problem that it is inferior in economic efficiency because it is necessary to prepare expensive taper bolts having a special shape and various lengths.

本発明は上記課題に鑑み提案するものであって、コンクリート躯体からの本体の抜け出しやボルトの緩みを防止することができると共に、あと施工アンカー打設後にボルト長の変更をすることが可能で施工の柔軟性に優れるあと施工アンカー器具が用いられるあと施工アンカー取付構造を提供することを目的とする。 The present invention has been proposed in view of the above problems, and it is possible to prevent the main body from coming off from the concrete skeleton and loosening the bolts, and it is possible to change the bolt length after the post-construction anchor is placed. It is an object of the present invention to provide a post-construction anchor mounting structure in which a post-construction anchor device having excellent flexibility is used.

本発明のあと施工アンカー取付構造は、前部に拡開片を有する筒状の本体と、内部に雌ねじが形成され、少なくとも後端部が前記本体に内装される略截頭錐形のコーンと、前記本体に挿通されて前記コーンの前記雌ねじに雄ねじが螺合される取付ボルトとを備え、前記コーンの前記雌ねじの先端近傍に、前記取付ボルトの前記雄ねじの先端近傍に掛止される弾性部材が設けられているあと施工アンカー器具が用いられたあと施工アンカー取付構造であって、コンクリート躯体の穿孔内で、前記本体の前記拡開片に前記コーンが入り込んだ状態で前記拡開片が拡開されて、前記拡開片が前記穿孔の孔壁に食い込むように設けられ、前記取付ボルトが前記本体に挿通されて前記雄ねじが前記コーンの前記雌ねじの先端近傍まで螺合され、前記弾性部材が前記取付ボルトの前記雄ねじの先端近傍に掛止されるように設けられていると共に、前記取付ボルトがナットに締め付けられて前記コンクリート躯体の表面側に引っ張られていることを特徴とする。
これによれば、コーンの雌ねじの先端近傍の弾性部材を取付ボルトの雄ねじの先端近傍に掛止する構造により、弾性部材の掛止でコンクリート躯体からの本体の抜け出しやボルトの緩みを防止することができる。また、この構造では、本体を打ち込んで拡開片を拡開させ、コンクリート躯体に本体とコーンを設置した後に、換言すれば本体打込み式のあと施工アンカーの打設後に所要の長さの取付ボルトを螺合して取り付けることができる。即ち、あと施工アンカー打設後にボルト長を変更することが容易となり、施工の柔軟性を高めることができる。また、特殊な形状で高価なテーパーボルトを多様な長さで準備する必要がなく、経済性にも優れる。また、コーンの雌ねじの先端近傍に弾性部材が位置する構造により、取付ボルトの雄ねじのコーンの雌ねじに対するスムーズな螺合を確保することができる。また、コーンの雌ねじの先端近傍まで螺合される取付ボルトがコンクリート躯体の表面側に引っ張られることにより、拡開片に追加の拡張力、コンクリート躯体への追加の定着力を得ることができ、あと施工アンカー器具をより強固に安定してコンクリート躯体に定着させることができる。
The post-construction anchor mounting structure of the present invention includes a tubular main body having an expansion piece at the front portion and a substantially bolt-shaped cone having a female screw formed inside and at least the rear end portion being built into the main body. A mounting bolt that is inserted into the main body and a male screw is screwed onto the female screw of the cone, and is elastically hooked near the tip of the female screw of the cone and near the tip of the male screw of the mounting bolt. It is a post-construction anchor mounting structure in which a post-construction anchor device is provided with a member , and the expansion piece is formed in a state where the cone is inserted into the expansion piece of the main body in a perforation of a concrete skeleton. It is expanded so that the expanded piece is provided so as to bite into the hole wall of the perforation, the mounting bolt is inserted into the main body, the male screw is screwed to the vicinity of the tip of the female screw of the cone, and the elasticity The member is provided so as to be hooked near the tip of the male screw of the mounting bolt, and the mounting bolt is tightened by a nut and pulled toward the surface side of the concrete skeleton.
According to this, the structure in which the elastic member near the tip of the female screw of the cone is hooked near the tip of the male screw of the mounting bolt prevents the main body from coming off from the concrete skeleton and the bolt from loosening by hooking the elastic member. Can be done. In addition, in this structure, after the main body is driven to expand the expansion piece and the main body and cone are installed on the concrete skeleton, in other words, after the main body is driven in, the mounting bolt of the required length is placed after the construction anchor is placed. Can be screwed and attached. That is, it becomes easy to change the bolt length after the post-construction anchor is placed, and the flexibility of construction can be enhanced. In addition, it is not necessary to prepare expensive taper bolts with special shapes in various lengths, which is economical. Further, due to the structure in which the elastic member is located near the tip of the female screw of the cone, smooth screwing of the male screw of the mounting bolt with respect to the female screw of the cone can be ensured. Further, by pulling the mounting bolt screwed to the vicinity of the tip of the female screw of the cone toward the surface side of the concrete skeleton, it is possible to obtain an additional expansion force for the expansion piece and an additional fixing force for the concrete skeleton. Post-construction Anchor fixtures can be more firmly and stably fixed to the concrete skeleton.

本発明のあと施工アンカー取付構造は、前記あと施工アンカー器具の前記弾性部材として前記コーンの雌ねじ穴に部分的に突出する板ばねが設けられていることを特徴とする。
これによれば、簡単な構造で且つ低コストに取付ボルトの雄ねじに掛止する弾性部材を得ることができる。また、取付ボルトの雄ねじのねじ山が板ばねに引っ掛かると、締付トルクが大きく変化するため、作業者は取付ボルトの所定の締付作業を確実に行ったことを容易に認識することが可能となる。
The post-construction anchor mounting structure of the present invention is characterized in that a leaf spring that partially protrudes into the female screw hole of the cone is provided as the elastic member of the post-installation anchor device.
According to this, it is possible to obtain an elastic member that has a simple structure and can be hooked on the male screw of the mounting bolt at low cost. In addition, when the thread of the male screw of the mounting bolt is caught in the leaf spring, the tightening torque changes significantly, so that the operator can easily recognize that the predetermined tightening work of the mounting bolt has been performed reliably. It becomes.

本発明のあと施工アンカー取付構造は、前部に拡開片を有する筒状の本体と、内部に雌ねじが形成され、少なくとも後端部が前記本体に内装される略截頭錐形のコーンと、前記本体に挿通されて前記コーンの前記雌ねじに雄ねじが螺合される取付ボルトとを備え、前記取付ボルトの前記雄ねじの先端側に、前記コーンの前記雌ねじの先端近傍に掛止される弾性部材が設けられているあと施工アンカー器具が用いられたあと施工アンカー取付構造であって、コンクリート躯体の穿孔内で、前記本体の前記拡開片に前記コーンが入り込んだ状態で前記拡開片が拡開されて、前記拡開片が前記穿孔の孔壁に食い込むように設けられ、前記取付ボルトが前記本体に挿通されて前記雄ねじが前記コーンの前記雌ねじに螺合され、前記取付ボルトの前記雄ねじの先端側の前記弾性部材が、前記コーンの前記雌ねじの先端近傍に掛止されるように設けられていると共に、前記取付ボルトがナットに締め付けられて前記コンクリート躯体の表面側に引っ張られていることを特徴とする。
これによれば、取付ボルトの雄ねじの先端側の弾性部材をコーンの雌ねじの先端近傍に掛止する構造により、弾性部材の掛止でコンクリート躯体からの本体の抜け出しやボルトの緩みを防止することができる。また、この構造では、本体を打ち込んで拡開片を拡開させ、コンクリート躯体に本体とコーンを設置した後に、換言すれば本体打込み式のあと施工アンカーの打設後に所要の長さの取付ボルトを螺合して取り付けることができる。即ち、あと施工アンカー打設後にボルト長を変更することが容易となり、施工の柔軟性を高めることができる。また、コーンの雌ねじの先端近傍まで螺合される取付ボルトがコンクリート躯体の表面側に引っ張られることにより、拡開片に追加の拡張力、コンクリート躯体への追加の定着力を得ることができ、あと施工アンカー器具をより強固に安定してコンクリート躯体に定着させることができる。
The post-construction anchor mounting structure of the present invention includes a tubular main body having an expansion piece at the front portion and a substantially bolt-shaped cone having a female screw formed inside and at least the rear end portion being built into the main body. A mounting bolt that is inserted into the main body and a male screw is screwed onto the female screw of the cone, and is elastically hooked on the tip side of the male screw of the mounting bolt in the vicinity of the tip of the female screw of the cone. It is a post-construction anchor mounting structure in which a post-construction anchor device is provided with a member , and the expansion piece is formed in a state where the cone is inserted into the expansion piece of the main body in a perforation of a concrete skeleton. It is expanded so that the expanded piece is provided so as to bite into the hole wall of the perforation, the mounting bolt is inserted into the main body, the male screw is screwed into the female screw of the cone, and the mounting bolt is said. The elastic member on the tip side of the male screw is provided so as to be hooked near the tip of the female screw on the cone, and the mounting bolt is tightened on a nut and pulled toward the surface side of the concrete skeleton. and said that you are.
According to this, the structure for engaging the resilient member on the distal end side of the mounting bolt external thread near the tip of the cone of the internal thread, to prevent loosening of the exit and bolts of the body from the concrete skeleton with hooking elastic member Can be done. In addition, in this structure, after the main body is driven to expand the expansion piece and the main body and cone are installed on the concrete skeleton, in other words, after the main body is driven in, the mounting bolt of the required length is placed after the construction anchor is placed. Can be screwed and attached. That is, it becomes easy to change the bolt length after the post-construction anchor is placed, and the flexibility of construction can be enhanced. Further, by pulling the mounting bolt screwed to the vicinity of the tip of the female screw of the cone toward the surface side of the concrete skeleton, it is possible to obtain an additional expansion force for the expansion piece and an additional fixing force for the concrete skeleton. Post-construction Anchor fixtures can be more firmly and stably fixed to the concrete skeleton.

本発明のあと施工アンカー取付構造は、前記あと施工アンカー器具の前記弾性部材として前記取付ボルトの前記雄ねじの先端側に前記雄ねじと略対応する外径を有し且つ前記雄ねじと同ピッチで螺旋状に巻回された弾性コイルが設けられていることを特徴とする。
これによれば、簡単な構造で且つ低コストにコーンの雌ねじのねじ山に引っ掛けられる弾性部材を得ることができる。また、雄ねじと略対応する外径を有し且つ雄ねじと同ピッチで螺旋状に巻回された弾性コイルとすることにより、取付ボルトの弾性部材の箇所でもコーンの雌ねじへのスムーズな螺合を確保することができる。
The post-construction anchor mounting structure of the present invention has an outer diameter substantially corresponding to the male screw on the tip end side of the male screw of the mounting bolt as the elastic member of the post-construction anchor device, and spirals at the same pitch as the male screw. It is characterized in that an elastic coil wound around is provided.
According to this, it is possible to obtain an elastic member which has a simple structure and can be hooked on the thread of the female thread of the cone at low cost. In addition, by using an elastic coil that has an outer diameter that roughly corresponds to the male screw and is spirally wound at the same pitch as the male screw, smooth screwing of the cone to the female screw can be performed even at the elastic member of the mounting bolt. Can be secured.

本発明によれば、コンクリート躯体からの本体の抜け出しやボルトの緩みを防止することができると共に、あと施工アンカー打設後にボルト長を変更することが容易となり、施工の柔軟性を高めることができる。 According to the present invention, it is possible to prevent the main body from coming off from the concrete skeleton and the bolts from loosening, and it is easy to change the bolt length after the post-construction anchor is placed, so that the flexibility of construction can be enhanced. ..

(a)は本発明による第1実施形態のあと施工アンカーの斜視図、(b)は第1実施形態のあと施工アンカーの拡開状態の斜視図。(A) is a perspective view of the post-construction anchor according to the first embodiment according to the present invention, and (b) is a perspective view of the post-construction anchor in the expanded state according to the first embodiment. (a)は第1実施形態のあと施工アンカーの正面図、(b)は同図(a)の右側面図、(c)は第1実施形態のあと施工アンカーの分解状態の正面図、(d)は同図(c)のコーンの右側面図、(e)は第1実施形態のあと施工アンカーの拡開状態の正面図、(f)は同図(e)の右側面図。(A) is a front view of the post-construction anchor of the first embodiment, (b) is a right side view of the same figure (a), and (c) is a front view of the disassembled state of the post-construction anchor of the first embodiment. d) is a right side view of the cone of the figure (c), (e) is a front view of the expanded state of the post-construction anchor after the first embodiment, and (f) is a right side view of the figure (e). (a)は第1実施形態のあと施工アンカーをコンクリート躯体に打ち込んだ状態の縦断説明図、(b)は第1実施形態のあと施工アンカー器具をコンクリート躯体に取り付けた状態の縦断説明図。(A) is a vertical sectional explanatory view of a state in which the post-construction anchor is driven into the concrete skeleton after the first embodiment, and (b) is a vertical sectional explanatory view of a state in which the post-construction anchor device of the first embodiment is attached to the concrete skeleton. (a)〜(e)は第1実施形態のあと施工アンカー取付構造の施工手順を示す縦断説明図。(A) to (e) are longitudinal explanatory views showing the construction procedure of the post-construction anchor mounting structure according to the first embodiment. (a)は本発明による第2実施形態のあと施工アンカー器具の分解正面図、(b)は第2実施形態のあと施工アンカーと取付ボルトの一部縦断説明図、(c)は第2実施形態のあと施工アンカー器具をコンクリート躯体に取り付けた状態の縦断説明図。(A) is an exploded front view of the post-construction anchor device according to the second embodiment according to the present invention, (b) is a partial longitudinal explanatory view of the post-construction anchor and the mounting bolt according to the second embodiment, and (c) is the second embodiment. Post-construction explanatory view of the form with the anchor device attached to the concrete skeleton. (a)、(b)は第2実施形態のあと施工アンカー器具の取付ボルトにおける弾性コイルの取付構造を説明する斜視説明図。(A) and (b) are perspective explanatory views explaining the mounting structure of the elastic coil in the mounting bolt of the post-construction anchor device according to the second embodiment. (a)は従来の本体打込み式のあと施工アンカーをコンクリート躯体に打ち込んだ状態の一部縦断正面図、(b)は従来の本体打込み式のあと施工アンカーの本体が抜け出てくる状態の一部縦断正面図、(c)は従来の本体打込み式のあと施工アンカーの取付ボルトが緩んできた状態の一部縦断正面図。(A) is a partial vertical front view of the state where the conventional main body driving type post-construction anchor is driven into the concrete skeleton, and (b) is a part of the state where the main body of the conventional main body driving type post-construction anchor comes out. The vertical sectional front view, (c) is a partial vertical sectional front view in a state where the mounting bolts of the construction anchor have been loosened after the conventional main body driving type. (a)は従来のスリーブ打込み式の雄ねじタイプのあと施工アンカーをコンクリート躯体に取り付けた状態の一部縦断正面図、(b)は同図(a)のあと施工アンカーに対して取付物の厚さが厚くなった場合を説明する一部縦断正面図。(A) is a partial longitudinal front view of the conventional sleeve driving type male screw type post-construction anchor attached to the concrete skeleton, and (b) is the thickness of the attachment with respect to the post-construction anchor in the figure (a). A partial vertical front view illustrating the case where the concrete becomes thicker.

〔第1実施形態のあと施工アンカー取付構造〕
本発明による第1実施形態のあと施工アンカー器具1は、図1〜図3に示すように、筒状の本体3と略截頭錐形のコーン4とから構成されるあと施工アンカー2と、取付ボルト5を備える。あと施工アンカー2は金属製の本体打込み式のアンカーである。
[Installed anchor mounting structure of the first embodiment Noah]
As shown in FIGS. 1 to 3, the post-construction anchor device 1 according to the first embodiment according to the present invention includes a post-construction anchor 2 composed of a tubular main body 3 and a substantially head cone-shaped cone 4. A mounting bolt 5 is provided. The post-construction anchor 2 is a metal main body driving type anchor.

第1実施形態の筒状の本体3は、金属で一体形成された略円筒状であり、その前部に先端から途中までスリット31が切り込まれており、スリット31で分割された拡開片32が設けられている。図示例では、軸方向に延びるスリット31が周方向に離間して4か所形成され、スリット31・31間が拡開片32になっている。拡開片32の外周面はコンクリートとの摩擦力を高めるために軸方向に凹凸が繰り返す凹凸面になっている。 The tubular main body 3 of the first embodiment has a substantially cylindrical shape integrally formed of metal, and a slit 31 is cut in the front portion thereof from the tip to the middle, and an expansion piece divided by the slit 31. 32 is provided. In the illustrated example, the slits 31 extending in the axial direction are formed at four locations separated in the circumferential direction, and the slits 31 and 31 form an expansion piece 32. The outer peripheral surface of the expansion piece 32 is an uneven surface in which irregularities are repeated in the axial direction in order to increase the frictional force with concrete.

第1実施形態のコーン4は、金属で一体形成された略截頭円錐形であり、前方に向かって漸次拡径している。コーン4には、内部に軸方向に延びる雌ねじ穴41が貫通して設けられ、雌ねじ穴41の前端近傍から後端近傍の位置まで雌ねじ42が形成されている。雌ねじ42の先端近傍の雌ねじ穴41には、雌ねじ穴41の内周面から外側に向かい且つ周方向に延びるように嵌込溝43が形成され、嵌込溝43に弾性部材である板ばね44が嵌め込まれて固定されている。 The cone 4 of the first embodiment has a substantially vertical cone shape integrally formed of metal, and its diameter is gradually increased toward the front. A female screw hole 41 extending in the axial direction is provided through the cone 4, and a female screw 42 is formed from the vicinity of the front end to the vicinity of the rear end of the female screw hole 41. A fitting groove 43 is formed in the female screw hole 41 near the tip of the female screw 42 so as to extend outward and in the circumferential direction from the inner peripheral surface of the female screw hole 41, and the leaf spring 44 which is an elastic member is formed in the fitting groove 43. Is fitted and fixed.

板ばね44は、弧状の形状を有し、コーン4の雌ねじ穴41に部分的に突出するように設けられ、その先端が雌ねじ42のねじ山よりも僅かに内側に突出するように設けられており、後述する取付ボルト5の雄ねじ51の先端近傍のねじ山に引掛可能に設置されている。図示例の板ばね44は、円周の約1/4の長さを有する弧状であり、対向する位置に一対の板ばね44・44が配置されている。 The leaf spring 44 has an arc shape and is provided so as to partially project into the female screw hole 41 of the cone 4, and the tip thereof is provided so as to project slightly inward from the thread of the female screw 42. It is installed so that it can be hooked on a thread near the tip of the male screw 51 of the mounting bolt 5, which will be described later. The leaf spring 44 of the illustrated example has an arc shape having a length of about 1/4 of the circumference, and a pair of leaf springs 44 and 44 are arranged at opposite positions.

コーン4は、流通時等の通常の状態では、その後端部だけが本体3の前端部に内装されてあと施工アンカー2を構成しており、この状態では、拡開片32は非拡開状態で本体3は全長に亘って略円筒状になっている(図2(a)参照)。本体3の拡開片32を拡開状態にする際には、コーン4の漸次拡径する前方に向かって本体3を打ち込み、本体3の拡開片32の内部にコーン4を相対的に圧入し、コーン4が入り込んだ状態で拡開片32が拡開される。 In a normal state such as during distribution, only the rear end portion of the cone 4 is installed in the front end portion of the main body 3 to form a post-construction anchor 2. In this state, the expansion piece 32 is in a non-expansion state. The main body 3 has a substantially cylindrical shape over the entire length (see FIG. 2A). When the expansion piece 32 of the main body 3 is brought into the expanded state, the main body 3 is driven toward the front where the diameter of the cone 4 is gradually expanded, and the cone 4 is relatively press-fitted into the expansion piece 32 of the main body 3. Then, the expansion piece 32 is expanded with the cone 4 inserted.

あと施工アンカー器具1では、あと施工アンカー2のコーン4に取付ボルト5が螺合される(図3(b)参照)。本実施形態の取付ボルト5は全ねじボルトであり、全長に亘って外周に雄ねじ51が形成されている。取付ボルト5は、あと施工アンカー2が流通時等の非拡開状態である場合には、あと施工アンカー2とは別体となっており、あと施工アンカー2の拡開片32が拡開状態になった場合に、後方から筒状の本体3に挿通され、拡開片32の内部に入り込んだコーン4の雌ねじ42に雄ねじ51が螺合される。あと施工アンカー2が拡開状態で取付ボルト5の雄ねじ51の先端が板ばね44よりも先まで螺合された状態では、コーン4の雌ねじ42の先端近傍に設けられる弾性部材である板ばね44が、取付ボルト5の雄ねじ51の先端近傍のねじ山に引っ掛かり、雄ねじ51の先端近傍に掛止されるように設置される。 In the post-construction anchor device 1, the mounting bolt 5 is screwed into the cone 4 of the post-construction anchor 2 (see FIG. 3B). The mounting bolt 5 of the present embodiment is a full-threaded bolt, and a male screw 51 is formed on the outer circumference over the entire length. The mounting bolt 5 is separate from the post-construction anchor 2 when the post-construction anchor 2 is in a non-expanded state such as during distribution, and the expanded piece 32 of the post-construction anchor 2 is in an expanded state. In this case, the male screw 51 is screwed into the female screw 42 of the cone 4 which is inserted into the tubular main body 3 from the rear and has entered the inside of the expansion piece 32. When the post-construction anchor 2 is in the expanded state and the tip of the male screw 51 of the mounting bolt 5 is screwed ahead of the leaf spring 44, the leaf spring 44 is an elastic member provided near the tip of the female screw 42 of the cone 4. Is hooked on the thread near the tip of the male screw 51 of the mounting bolt 5, and is installed so as to be hooked near the tip of the male screw 51.

第1実施形態のあと施工アンカー取付構造では、図3に示すように、コンクリート躯体8の穿孔81内で、本体3の拡開片32にコーン4が入り込んだ状態で拡開片32が拡開され、拡開片32が穿孔81の孔壁に食い込むように設けられる。そして、取付ボルト5が本体3に挿通されて取付ボルト5の雄ねじ51の先端がコーン4の雌ねじ42の先端より先に位置するまで螺合され、弾性部材に相当する板ばね44が取付ボルト5の雄ねじ51の先端近傍のねじ山に引っ掛かるようにして設けられる。 In the post-construction anchor mounting structure of the first embodiment, as shown in FIG. 3, the expansion piece 32 is expanded in the state where the cone 4 is inserted into the expansion piece 32 of the main body 3 in the perforation 81 of the concrete skeleton 8. The expansion piece 32 is provided so as to bite into the hole wall of the perforation 81. Then, the mounting bolt 5 is inserted into the main body 3 and screwed until the tip of the male screw 51 of the mounting bolt 5 is positioned ahead of the tip of the female screw 42 of the cone 4, and the leaf spring 44 corresponding to the elastic member is screwed to the mounting bolt 5. It is provided so as to be hooked on a thread near the tip of the male screw 51 of the above.

コンクリート躯体8から突出する取付ボルト5に取付物7を取り付けた状態では、取付物7が取付ボルト5の突出部分に外挿され、その外側に例えばワッシャー61、スプリングワッシャー62が取付ボルト5の突出部分に順に外挿され、その外側でナット63が取付ボルト5の雄ねじ51に螺合される。取付物7は、締め付けられたナット63により、コンクリート躯体8に固定して取り付けられる。 When the mounting object 7 is attached to the mounting bolt 5 protruding from the concrete skeleton 8, the mounting object 7 is extrapolated to the protruding portion of the mounting bolt 5, and for example, a washer 61 and a spring washer 62 project from the mounting bolt 5 to the outside. It is extrapolated to the portions in order, and the nut 63 is screwed onto the male screw 51 of the mounting bolt 5 on the outside thereof. The attachment 7 is fixedly attached to the concrete skeleton 8 by the tightened nut 63.

第1実施形態のあと施工アンカー取付構造を施工する際には、図4(a)、(b)に示すように、コンクリート躯体8に穿孔81を形成し、穿孔81内の清掃後にあと施工アンカー2をコーン4の前側から穿孔81内に挿入する。穿孔81の深さは拡開状態のあと施工アンカー2の長さとほぼ対応する深さとなっており、この時点では穿孔81に挿入したあと施工アンカー2の本体3の一部がコンクリート躯体8から外に突出した状態になっている。 When constructing the post-construction anchor mounting structure of the first embodiment, as shown in FIGS. 4A and 4B, a perforation 81 is formed in the concrete skeleton 8, and after cleaning the inside of the perforation 81, the post-construction anchor is constructed. 2 is inserted into the perforation 81 from the front side of the cone 4. The depth of the perforation 81 is substantially corresponding to the length of the construction anchor 2 after being expanded, and at this point, a part of the main body 3 of the construction anchor 2 is outside the concrete skeleton 8 after being inserted into the perforation 81. It is in a protruding state.

その後、図4(c)のように、専用の打込み棒91をハンマー92で打ち込んで筒状の本体3を穿孔81の孔奥に向かって打ち込み、コーン4を本体3の拡開片32内に相対的に圧入させ、拡開片32の内部に前方に向かって漸次拡径するコーン4を入り込ませて拡開片32を拡開する。拡開した拡開片32は穿孔81の壁面に楔状に食い込むようにして摩擦定着し、一次的な定着が行われる(図4(c)の太線矢印の拡張力F1参照)。 After that, as shown in FIG. 4C, a dedicated driving rod 91 is driven with a hammer 92 to drive the tubular main body 3 toward the back of the hole of the drilling 81, and the cone 4 is driven into the expansion piece 32 of the main body 3. The expansion piece 32 is relatively press-fitted, and the cone 4 whose diameter is gradually expanded toward the front is inserted into the expansion piece 32 to expand the expansion piece 32. The expanded piece 32 is frictionally fixed by biting into the wall surface of the perforation 81 in a wedge shape, and primary fixing is performed (see the expanding force F1 indicated by the thick arrow in FIG. 4C).

その後、図4(d)、(e)のように、コンクリート躯体8の表面に取付物7を配置し、取付物7の穴に挿入するようにして取付ボルト5を本体3に挿入する。そして、本体3に挿入した取付ボルト5の雄ねじ51を拡開片32の内部に入り込んだコーン4の雌ねじ42に螺合し、取付ボルト5の雄ねじ51の先端がコーン4の雌ねじ42の先端より先の位置になるまで螺合し、取付ボルト5の雄ねじ51の先端近傍のねじ山をコーン4の板ばね44に引っ掛ける。取付ボルト5の雄ねじ51の先端近傍のねじ山が板ばね44に引っ掛かると、締付トルクが大きく変化するため、作業者は取付ボルト5の所定の締付作業を確実に行うことができる。 After that, as shown in FIGS. 4D and 4E, the mounting object 7 is arranged on the surface of the concrete skeleton 8, and the mounting bolt 5 is inserted into the main body 3 so as to be inserted into the hole of the mounting object 7. Then, the male screw 51 of the mounting bolt 5 inserted into the main body 3 is screwed into the female screw 42 of the cone 4 that has entered the inside of the expansion piece 32, and the tip of the male screw 51 of the mounting bolt 5 is from the tip of the female screw 42 of the cone 4. It is screwed until it reaches the tip position, and the thread near the tip of the male screw 51 of the mounting bolt 5 is hooked on the leaf spring 44 of the cone 4. When the thread near the tip of the male screw 51 of the mounting bolt 5 is caught on the leaf spring 44, the tightening torque changes significantly, so that the operator can reliably perform the predetermined tightening work of the mounting bolt 5.

更に、所定の締付を行った取付ボルト5のコンクリート躯体8からの突出部分に、取付物7の外側からワッシャー61、スプリングワッシャー62を外挿し、その外側からナット63を取付ボルト5の雄ねじ51に螺合する。そして、ナット63でスプリングワッシャー62、ワッシャー61、取付物7をコンクリート躯体8の表面に押圧して付勢するまで締め付けを行い、取付物7の取り付けが完了する。この状態において、板ばね44で緩み止めされた取付ボルト5は、ナット63の所定の締め付けによりコンクリート躯体8の表面側に引っ張られ、コーン4を先端から軸方向に引張力Pで引っ張り、拡開片32に追加の拡張力F2を発生させる。このように取付ボルト5に引抜方向の力が働いた場合にはコーン4が本体3の拡開片32を拡開させる方向に力が作用する構造であるため、取付ボルト5に引抜方向の力が生じても本体3の抜け出しや取付ボルト5の緩みの心配がない。 Further, a washer 61 and a spring washer 62 are externally inserted from the outside of the mounting object 7 into a protruding portion of the mounting bolt 5 that has been tightened in a predetermined manner from the concrete skeleton 8, and a nut 63 is attached from the outside to the male screw 51 of the mounting bolt 5. Screw in. Then, the spring washer 62, the washer 61, and the attachment 7 are pressed against the surface of the concrete skeleton 8 by the nut 63 and tightened until they are urged, and the attachment 7 is completed. In this state, the mounting bolt 5 secured by the leaf spring 44 is pulled toward the surface side of the concrete skeleton 8 by a predetermined tightening of the nut 63, and the cone 4 is pulled axially from the tip by a tensile force P to expand. An additional expansion force F2 is generated on the piece 32. When a force in the pulling direction acts on the mounting bolt 5 in this way, the cone 4 has a structure in which the force acts in the direction of expanding the expanding piece 32 of the main body 3, so that the force in the pulling direction acts on the mounting bolt 5. Even if this occurs, there is no concern that the main body 3 will come off or the mounting bolt 5 will loosen.

第1実施形態によれば、コーン4の雌ねじ42の先端近傍の板ばね44を取付ボルト5の雄ねじ51の先端近傍に掛止する構造により、コンクリート躯体8からの本体3の抜け出しや取付ボルト5の緩みを防止することができる。また、本体3を打ち込んで拡開片32を拡開させ、コンクリート躯体8に本体3とコーン4を設置した後に、換言すれば本体打込み式のあと施工アンカー2の打設後に所要の長さの取付ボルト5を螺合して取り付けることができる。即ち、あと施工アンカー打設後にボルト長を変更することが容易となり、施工の柔軟性を高めることができる。また、特殊な形状で高価なテーパーボルトを多様な長さで準備する必要がなく、経済性にも優れる。 According to the first embodiment, the leaf spring 44 near the tip of the female screw 42 of the cone 4 is hooked near the tip of the male screw 51 of the mounting bolt 5, so that the main body 3 can be pulled out from the concrete skeleton 8 and the mounting bolt 5 can be hooked. Can be prevented from loosening. Further, after driving the main body 3 to expand the expanding piece 32 and installing the main body 3 and the cone 4 on the concrete skeleton 8, in other words, after the main body driving type, after the construction anchor 2 is driven, the required length is obtained. The mounting bolt 5 can be screwed and mounted. That is, it becomes easy to change the bolt length after the post-construction anchor is placed, and the flexibility of construction can be enhanced. In addition, it is not necessary to prepare expensive taper bolts with special shapes in various lengths, which is economical.

また、コーン4の雌ねじ42の先端近傍に板ばね44が位置する構造により、雄ねじ51が先端近傍の板ばね44まで板ばね44に引っ掛かることがないから、取付ボルト5の雄ねじ51のコーン4の雌ねじ42に対するスムーズな螺合を確保することができる。また、コーン4の雌ねじ42の先端近傍まで螺合される取付ボルト5がコンクリート躯体8の表面側に引っ張られることにより、拡開片32に追加の拡張力、コンクリート躯体8への追加の定着力を得ることができ、あと施工アンカー器具1をより強固に安定してコンクリート躯体8に定着させることができる。 Further, since the leaf spring 44 is located near the tip of the female screw 42 of the cone 4, the male screw 51 does not get caught in the leaf spring 44 up to the leaf spring 44 near the tip, so that the cone 4 of the male screw 51 of the mounting bolt 5 does not get caught. A smooth screwing with respect to the female screw 42 can be ensured. Further, by pulling the mounting bolt 5 screwed to the vicinity of the tip of the female screw 42 of the cone 4 toward the surface side of the concrete skeleton 8, an additional expanding force on the expanding piece 32 and an additional fixing force on the concrete skeleton 8 are obtained. The post-construction anchor fixture 1 can be more firmly and stably fixed to the concrete skeleton 8.

また、取付ボルト5の雄ねじ51に掛止する弾性部材をコーン4の雌ねじ穴41に部分的に突出する板ばね44とすることにより、簡単な構造で且つ低コストに取付ボルト5の雄ねじ51に掛止する弾性部材を得ることができる。また、取付ボルト5の雄ねじ51のねじ山が板ばね44に引っ掛かると、締付トルクが大きく変化するため、作業者は取付ボルト5の所定の締付作業を確実に行ったことを容易に認識することが可能となる。 Further, the elastic member hooked on the male screw 51 of the mounting bolt 5 is a leaf spring 44 that partially protrudes into the female screw hole 41 of the cone 4, so that the male screw 51 of the mounting bolt 5 has a simple structure and low cost. An elastic member to be hooked can be obtained. Further, when the thread of the male screw 51 of the mounting bolt 5 is caught on the leaf spring 44, the tightening torque changes significantly, so that the operator can easily recognize that the predetermined tightening work of the mounting bolt 5 has been performed reliably. It becomes possible to do.

〔第2実施形態のあと施工アンカー取付構造〕
本発明による第2実施形態のあと施工アンカー器具1aは、図5に示すように、筒状の本体3aと略截頭錐形のコーン4aとから構成されるあと施工アンカー2aと、取付ボルト5aを備える。あと施工アンカー2aは金属製の本体打込み式のアンカーである。
[Installed anchor mounting structure of the second embodiment Noah]
As shown in FIG. 5, the post-construction anchor device 1a according to the second embodiment of the present invention includes a post-installation anchor 2a composed of a tubular main body 3a and a substantially frustum-shaped cone 4a, and a mounting bolt 5a. To be equipped. The post-construction anchor 2a is a metal main body driving type anchor.

筒状の本体3aは、第1実施形態の本体3と同一構成であり、スリット31aで分割された拡開片32aが前部に設けられ、拡開片32aの外周面がコンクリートとの摩擦力を高めるために軸方向に凹凸が繰り返す凹凸面になっている。 The tubular main body 3a has the same configuration as the main body 3 of the first embodiment, and the expansion piece 32a divided by the slit 31a is provided in the front portion, and the outer peripheral surface of the expansion piece 32a has a frictional force with concrete. It is a concavo-convex surface where unevenness repeats in the axial direction in order to increase.

コーン4aは、金属で一体形成された略截頭円錐形であり、前方に向かって漸次拡径している。コーン4aには、内部に軸方向に延びる雌ねじ穴41aが貫通して設けられ、雌ねじ穴41aの前端から後端まで雌ねじ42aが形成されている。第2実施形態のコーン4aには、第1実施形態のコーン4のような嵌込溝や板ばねは設けられていない。 The cone 4a is a substantially cone-shaped cone integrally formed of metal, and its diameter is gradually increased toward the front. A female screw hole 41a extending in the axial direction is provided through the cone 4a, and a female screw 42a is formed from the front end to the rear end of the female screw hole 41a. The cone 4a of the second embodiment is not provided with a fitting groove or a leaf spring as in the cone 4 of the first embodiment.

コーン4aは、流通時等の通常の状態では、その後端部だけが本体3aの前端部に内装されてあと施工アンカー2aを構成しており、この状態では、拡開片32aは非拡開状態で本体3aは全長に亘って略円筒状になっている。本体3aの拡開片32aを拡開状態にする際には、コーン4aの漸次拡径する前方に向かって本体3aを打ち込み、本体3aの拡開片32aの内部にコーン4aを相対的に圧入し、コーン4aが入り込んだ状態で拡開片32aが拡開される。 In a normal state such as during distribution, only the rear end portion of the cone 4a is installed in the front end portion of the main body 3a to form a post-construction anchor 2a. In this state, the expansion piece 32a is in a non-expansion state. The main body 3a has a substantially cylindrical shape over the entire length. When the expanded piece 32a of the main body 3a is brought into the expanded state, the main body 3a is driven toward the front where the diameter of the cone 4a is gradually expanded, and the cone 4a is relatively press-fitted into the expanded piece 32a of the main body 3a. Then, the expansion piece 32a is expanded with the cone 4a inserted.

あと施工アンカー器具1aでは、あと施工アンカー2aのコーン4aに取付ボルト5aが螺合される。第2実施形態の取付ボルト5aには、前端部以外の後端から全長に亘る外周に雄ねじ51aが形成されている。取付ボルト5aの前端部には、雄ねじ51aの形成領域よりも小径で前側に突出する小径部52aが設けられており、小径部52aの先端にコイル保持溝53aが形成されている。コイル保持溝53aには弾性コイル54aのコイル保持溝53aの形状に倣う形状で先端側に形成されている保持部541aが嵌め込まれて係止され、取付ボルト5aの雄ねじ51aの先端側で小径部52aの外周に弾性コイル54aが設けられる(図6参照)。弾性コイル54aは、雄ねじ51aと略対応する外径を有し、且つ雄ねじ51aと同ピッチで螺旋状に巻回されている。弾性コイル54aは、雄ねじ51aの先端側に、コーン4aの雌ねじ42aの先端近傍に掛止可能な弾性部材に相当する。 In the post-construction anchor device 1a, the mounting bolt 5a is screwed into the cone 4a of the post-construction anchor 2a. In the mounting bolt 5a of the second embodiment, a male screw 51a is formed on the outer circumference extending from the rear end other than the front end portion to the entire length. The front end portion of the mounting bolt 5a is provided with a small diameter portion 52a having a diameter smaller than the formation region of the male screw 51a and protruding forward, and a coil holding groove 53a is formed at the tip of the small diameter portion 52a. A holding portion 541a formed on the tip side of the elastic coil 54a in a shape that follows the shape of the coil holding groove 53a of the elastic coil 54a is fitted and locked in the coil holding groove 53a, and a small diameter portion is formed on the tip side of the male screw 51a of the mounting bolt 5a. An elastic coil 54a is provided on the outer circumference of the 52a (see FIG. 6). The elastic coil 54a has an outer diameter substantially corresponding to that of the male screw 51a, and is spirally wound at the same pitch as the male screw 51a. The elastic coil 54a corresponds to an elastic member that can be hooked on the tip side of the male screw 51a near the tip of the female screw 42a of the cone 4a.

取付ボルト5aは、あと施工アンカー2aが流通時等の非拡開状態である場合には、あと施工アンカー2aとは別体となっており、あと施工アンカー2aの拡開片32aが拡開状態になった場合に、後方から筒状の本体3aに挿通され、拡開片32aの内部に入り込んだコーン4aの雌ねじ42aに弾性コイル54aとそれに続く雄ねじ51aが螺合される。雌ねじ42aに取付ボルト5aの弾性コイル54aを螺合する際には、弾性コイル54aの保持部541aがコイル保持溝53aに保持されたまま弾性コイル54aの径が縮みながら螺入される。そして、あと施工アンカー2aが拡開状態で取付ボルト5aの弾性コイル54aがコーン4aの雌ねじ42aの先端近傍まで螺合された状態では、弾性コイル54aが放射方向外側に付勢され、弾性コイル54aが雌ねじ42aに付勢で掛止されることにより、取付ボルト5aの緩み止めがなされる。 The mounting bolt 5a is separate from the post-construction anchor 2a when the post-construction anchor 2a is in a non-expanded state such as during distribution, and the expanded piece 32a of the post-construction anchor 2a is in the expanded state. In this case, the elastic coil 54a and the subsequent male screw 51a are screwed into the female screw 42a of the cone 4a which is inserted into the tubular main body 3a from the rear and has entered the inside of the expansion piece 32a. When the elastic coil 54a of the mounting bolt 5a is screwed into the female screw 42a, the elastic coil 54a is screwed in while the holding portion 541a of the elastic coil 54a is held in the coil holding groove 53a while the diameter of the elastic coil 54a is reduced. Then, when the post-construction anchor 2a is in the expanded state and the elastic coil 54a of the mounting bolt 5a is screwed to the vicinity of the tip of the female screw 42a of the cone 4a, the elastic coil 54a is urged outward in the radial direction, and the elastic coil 54a Is urged and fastened to the female screw 42a to prevent the mounting bolt 5a from loosening.

第2実施形態のあと施工アンカー取付構造でも、コンクリート躯体8aの穿孔81a内で、本体3aの拡開片32aにコーン4aが入り込んだ状態で拡開片32aが拡開され、拡開片32aが穿孔81aの孔壁に食い込むように設けられる。そして、取付ボルト5aが本体3aに挿通されて取付ボルト5aの弾性コイル54a及びこれに続く雄ねじ51aがコーン4aの雌ねじ42aの先端近傍まで螺合され、雄ねじ51aの先端側の弾性コイル54aがコーン4aの雌ねじ42aの先端近傍に掛止される。 Even in the post-construction anchor mounting structure of the second embodiment, the expansion piece 32a is expanded in a state where the cone 4a is inserted into the expansion piece 32a of the main body 3a in the perforation 81a of the concrete skeleton 8a, and the expansion piece 32a is formed. It is provided so as to bite into the hole wall of the perforation 81a. Then, the mounting bolt 5a is inserted into the main body 3a, the elastic coil 54a of the mounting bolt 5a and the male screw 51a following the mounting bolt 5a are screwed to the vicinity of the tip of the female screw 42a of the cone 4a, and the elastic coil 54a on the tip side of the male screw 51a is a cone. It is hooked near the tip of the female screw 42a of 4a.

コンクリート躯体8aから突出する取付ボルト5aに取付物7aを取り付けた状態では、取付物7aが取付ボルト5aの突出部分に外挿され、その外側に例えばワッシャー61a、スプリングワッシャー62aが取付ボルト5aの突出部分に順に外挿され、その外側でナット63aが取付ボルト5aの雄ねじ51aに螺合される。取付物7aは、締め付けられたナット63aにより、コンクリート躯体8aに固定して取り付けられる。 When the mounting object 7a is attached to the mounting bolt 5a protruding from the concrete skeleton 8a, the mounting object 7a is extrapolated to the protruding portion of the mounting bolt 5a, and for example, a washer 61a and a spring washer 62a protrude from the mounting bolt 5a. The nuts 63a are extrapolated to the portions in order, and the nut 63a is screwed into the male screw 51a of the mounting bolt 5a on the outside thereof. The attachment 7a is fixedly attached to the concrete skeleton 8a by the tightened nut 63a.

第2実施形態のあと施工アンカー取付構造を施工する際には、第1実施形態の図4(a)〜(c)と同様の手順であと施工アンカー2aの一次的な定着を行った後、コンクリート躯体8aの表面に取付物7aを配置し、取付物7aの穴に挿入するようにして取付ボルト5aを本体3aに挿入する。そして、本体3aに挿入した取付ボルト5aの弾性コイル54a及びこれに続く雄ねじ51aを拡開片32aの内部に入り込んだコーン4aの雌ねじ42aに螺合し、弾性コイル54aがコーン4aの雌ねじ42aの先端近傍に位置するまで螺合し、弾性コイル54aをコーン4aの雌ねじ42aの先端近傍に弾性の付勢によって掛止する。 When constructing the post-construction anchor mounting structure of the second embodiment, after performing the primary fixing of the post-construction anchor 2a by the same procedure as in FIGS. 4 (a) to 4 (c) of the first embodiment, The attachment 7a is arranged on the surface of the concrete skeleton 8a, and the attachment bolt 5a is inserted into the main body 3a so as to be inserted into the hole of the attachment 7a. Then, the elastic coil 54a of the mounting bolt 5a inserted into the main body 3a and the male screw 51a following the elastic coil 54a are screwed into the female screw 42a of the cone 4a that has entered the inside of the expansion piece 32a, and the elastic coil 54a is the female screw 42a of the cone 4a. It is screwed until it is located near the tip, and the elastic coil 54a is hooked to the vicinity of the tip of the female screw 42a of the cone 4a by elastic urging.

更に、所定の締付を行った取付ボルト5aのコンクリート躯体8aからの突出部分に、取付物7aの外側からワッシャー61a、スプリングワッシャー62aを外挿し、その外側からナット63aを取付ボルト5aの雄ねじ51aに螺合する。そして、ナット63aでスプリングワッシャー62a、ワッシャー61a、取付物7aをコンクリート躯体8aの表面に押圧して付勢するまで締め付けを行い、取付物7aの取り付けが完了する。この状態において、第1実施形態と同様に、取付ボルト5aは、ナット63aの所定の締め付けによりコンクリート躯体8aの表面側に引っ張られ、コーン4aを先端から軸方向に引っ張り、拡開片32aに追加の拡張力を発生させる。 Further, a washer 61a and a spring washer 62a are externally inserted from the outside of the mounting object 7a into a protruding portion of the mounting bolt 5a that has been tightened in a predetermined manner from the concrete skeleton 8a, and a nut 63a is attached from the outside to the male screw 51a of the mounting bolt 5a. Screw in. Then, the spring washer 62a, the washer 61a, and the attachment 7a are pressed against the surface of the concrete skeleton 8a by the nut 63a and tightened until they are urged, and the attachment 7a is completed. In this state, as in the first embodiment, the mounting bolt 5a is pulled toward the surface side of the concrete skeleton 8a by a predetermined tightening of the nut 63a, and the cone 4a is pulled axially from the tip and added to the expansion piece 32a. Generates the expansion force of.

第2実施形態によれば、取付ボルト5aの雄ねじ51aの先端側の弾性コイル54aをコーン4aの雌ねじ42aの先端近傍に掛止する構造により、弾性コイル54aの掛止でコンクリート躯体8aからの本体3aの抜け出しや取付ボルト5aの緩みを防止することができる。また、本体3aを打ち込んで拡開片32aを拡開させ、コンクリート躯体8aに本体3aとコーン4aを設置した後に、換言すれば本体打込み式のあと施工アンカー2aの打設後に所要の長さの取付ボルト5aを螺合して取り付けることができる。即ち、あと施工アンカー打設後にボルト長を変更することが容易となり、施工の柔軟性を高めることができる。 According to the second embodiment, the elastic coil 54a on the tip side of the male screw 51a of the mounting bolt 5a is hooked near the tip of the female screw 42a of the cone 4a, so that the main body from the concrete skeleton 8a is hooked by the elastic coil 54a. It is possible to prevent the 3a from coming off and the mounting bolt 5a from loosening. Further, after the main body 3a is driven to expand the expansion piece 32a and the main body 3a and the cone 4a are installed on the concrete skeleton 8a, in other words, after the main body is driven, the required length is obtained after the construction anchor 2a is placed. The mounting bolt 5a can be screwed and mounted. That is, it becomes easy to change the bolt length after the post-construction anchor is placed, and the flexibility of construction can be enhanced.

また、コーン4aの雌ねじ42aの先端近傍まで螺合される取付ボルト5aがコンクリート躯体8aの表面側に引っ張られることにより、拡開片32aに追加の拡張力、コンクリート躯体8aへの追加の定着力を得ることができ、あと施工アンカー器具1aをより強固に安定してコンクリート躯体8aに定着させることができる。 Further, the mounting bolt 5a screwed to the vicinity of the tip of the female screw 42a of the cone 4a is pulled toward the surface side of the concrete skeleton 8a, so that an additional expansion force is added to the expansion piece 32a and an additional fixing force is added to the concrete skeleton 8a. The post-construction anchor device 1a can be more firmly and stably fixed to the concrete skeleton 8a.

また、弾性部材を弾性コイル54aとすることにより、簡単な構造で且つ低コストにコーン4aの雌ねじ42aに掛止する弾性部材を得ることができる。また、雄ねじ51aと略対応する外径を有し且つ雄ねじ51aと同ピッチで螺旋状に巻回された弾性コイル54aとすることにより、取付ボルト5aの弾性部材の箇所でもコーン4aの雌ねじ42aへのスムーズな螺合を確保することができる。 Further, by using the elastic coil 54a as the elastic member, it is possible to obtain an elastic member that has a simple structure and can be hooked on the female screw 42a of the cone 4a at low cost. Further, by using an elastic coil 54a that has an outer diameter substantially corresponding to the male screw 51a and is spirally wound at the same pitch as the male screw 51a, the elastic member of the mounting bolt 5a can also be connected to the female screw 42a of the cone 4a. Smooth screwing can be ensured.

〔本明細書開示発明の包含範囲〕
本明細書開示の発明は、発明として列記した各発明、各実施形態の他に、適用可能な範囲で、これらの部分的な内容を本明細書開示の他の内容に変更して特定したもの、或いはこれらの内容に本明細書開示の他の内容を付加して特定したもの、或いはこれらの部分的な内容を部分的な作用効果が得られる限度で削除して上位概念化して特定したものを包含する。そして、本明細書開示の発明には下記変形例や追記した内容も含まれる。
[Scope of inclusion of the invention disclosed herein]
The invention disclosed in the present specification is specified by changing the partial contents thereof to other contents disclosed in the present specification to the extent applicable, in addition to the inventions listed as inventions and the embodiments. Or, those specified by adding other contents disclosed in the present specification to these contents, or those specified by deleting these partial contents to the extent that a partial effect can be obtained and making them into a higher concept. Including. The invention disclosed in the present specification also includes the following modifications and additional contents.

本発明におけるコーンの雌ねじの先端近傍に設けられ、取付ボルトの雄ねじの先端近傍に掛止される弾性部材は、第1実施形態の板ばね44以外にも本発明の趣旨の範囲内で適宜であり、例えばコーンの雌ねじの先端側の雌ねじ穴に弾性コイルの収容部を形成し、この収容部に弾性部材として弾性コイルを収容し、収容した弾性コイルが取付ボルトの雄ねじの先端近傍に掛止される構成等とすることが可能である。 The elastic member provided near the tip of the female screw of the cone in the present invention and hooked near the tip of the male screw of the mounting bolt is not only the leaf spring 44 of the first embodiment but also appropriately within the scope of the purpose of the present invention. For example, an elastic coil accommodating portion is formed in the female screw hole on the tip side of the female screw of the cone, and the elastic coil is accommodated as an elastic member in this accommodating portion, and the accommodated elastic coil is hooked near the tip of the male screw of the mounting bolt. It is possible to have a configuration or the like.

また、本発明における取付ボルトの雄ねじの先端側に設けられ、コーンの雌ねじの先端近傍に掛止される弾性部材も、第2実施形態のコイル保持溝53aに保持部541aが嵌め込まれて係止される弾性コイル54a以外にも本発明の趣旨の範囲内で適宜である。 Further, the elastic member provided on the tip side of the male screw of the mounting bolt in the present invention and hooked near the tip of the female screw of the cone is also locked by fitting the holding portion 541a into the coil holding groove 53a of the second embodiment. In addition to the elastic coil 54a to be formed, it is appropriate within the scope of the gist of the present invention.

また、本発明における筒状の本体には、円筒状の本体以外にも角筒状等の本体も含まれ、又、本発明における略截頭錐形のコーンには、略截頭円錐形のコーン以外にも略截頭角錐形等のコーンも含まれる。 Further, the tubular main body in the present invention includes not only a cylindrical main body but also a square tubular main body, and the substantially cylindrical cone in the present invention has a substantially cylindrical cone. In addition to cones, cones such as a substantially pyramidal cone are also included.

本発明は、例えば取付板、支持具等の各種の取付物をコンクリート躯体に取り付ける際に利用することができる。 The present invention can be used, for example, when various attachments such as attachment plates and supports are attached to a concrete skeleton.

1、1a…あと施工アンカー器具 2、2a…あと施工アンカー 3、3a…本体 31、31a…スリット 32、32a…拡開片 4、4a…コーン 41、41a…雌ねじ穴 42、42a…雌ねじ 43…嵌込溝 44…板ばね 5、5a…取付ボルト 51、51a…雄ねじ 52a…小径部 53a…コイル保持溝 54a…弾性コイル 541a…保持部 61、61a…ワッシャー 62、62a…スプリングワッシャー 63、63a…ナット 7、7a…取付物 8、8a…コンクリート躯体 81、81a…穿孔 91…打込み棒 92…ハンマー F1…拡張力 F2…追加の拡張力 P…引張力 100…あと施工アンカー 110…本体 111…拡開片 112…雌ねじ 120…コーン 130…取付ボルト 140…ワッシャー 150…取付物 160…コンクリート躯体 200…あと施工アンカー 210…テーパーボルト 211…テーパー部 212…雄ねじ部 220…スリーブ 221…拡開片 231…ワッシャー 232…スプリングワッシャー 233…ナット 240…取付物 250…コンクリート躯体 1, 1a ... Post-construction anchor fixture 2, 2a ... Post-construction anchor 3, 3a ... Main body 31, 31a ... Slit 32, 32a ... Expansion piece 4, 4a ... Cone 41, 41a ... Female screw hole 42, 42a ... Female screw 43 ... Fitting groove 44 ... Leaf spring 5, 5a ... Mounting bolt 51, 51a ... Male screw 52a ... Small diameter part 53a ... Coil holding groove 54a ... Elastic coil 541a ... Holding part 61, 61a ... Washer 62, 62a ... Spring washer 63, 63a ... Nuts 7, 7a ... Attachments 8, 8a ... Concrete skeleton 81, 81a ... Drilling 91 ... Driving rod 92 ... Hammer F1 ... Expansion force F2 ... Additional expansion force P ... Tensile force 100 ... Post-construction anchor 110 ... Body 111 ... Expansion Open piece 112 ... Female screw 120 ... Cone 130 ... Mounting bolt 140 ... Washer 150 ... Mounting object 160 ... Concrete skeleton 200 ... Post-construction anchor 210 ... Tapered bolt 211 ... Tapered part 212 ... Male screw part 220 ... Sleeve 221 ... Expanded piece 231 ... Washer 232 ... Spring washer 233 ... Nut 240 ... Attachment 250 ... Concrete skeleton

Claims (4)

前部に拡開片を有する筒状の本体と、
内部に雌ねじが形成され、少なくとも後端部が前記本体に内装される略截頭錐形のコーンと、
前記本体に挿通されて前記コーンの前記雌ねじに雄ねじが螺合される取付ボルトとを備え、
前記コーンの前記雌ねじの先端近傍に、前記取付ボルトの前記雄ねじの先端近傍に掛止される弾性部材が設けられているあと施工アンカー器具が用いられたあと施工アンカー取付構造であって、
コンクリート躯体の穿孔内で、前記本体の前記拡開片に前記コーンが入り込んだ状態で前記拡開片が拡開されて、前記拡開片が前記穿孔の孔壁に食い込むように設けられ、
前記取付ボルトが前記本体に挿通されて前記雄ねじが前記コーンの前記雌ねじの先端近傍まで螺合され、
前記弾性部材が前記取付ボルトの前記雄ねじの先端近傍に掛止されるように設けられていると共に、
前記取付ボルトがナットに締め付けられて前記コンクリート躯体の表面側に引っ張られていることを特徴とするあと施工アンカー取付構造
A tubular body with a spread piece at the front,
A frustum-shaped cone with a female screw formed inside and at least the rear end inside the main body.
It is provided with a mounting bolt that is inserted into the main body and a male screw is screwed into the female screw of the cone.
A post-construction anchor mounting structure in which a post-construction anchor device is provided in which an elastic member to be hooked near the tip of the male screw of the mounting bolt is provided near the tip of the female screw of the cone.
In the perforation of the concrete skeleton, the expansion piece is expanded with the cone inserted into the expansion piece of the main body, and the expansion piece is provided so as to bite into the hole wall of the perforation.
The mounting bolt is inserted into the main body, and the male screw is screwed to the vicinity of the tip of the female screw of the cone.
The elastic member is provided so as to be hooked near the tip of the male screw of the mounting bolt, and is also provided.
A post-construction anchor mounting structure characterized in that the mounting bolt is tightened to a nut and pulled toward the surface side of the concrete skeleton .
前記あと施工アンカー器具の前記弾性部材として前記コーンの雌ねじ穴に部分的に突出する板ばねが設けられていることを特徴とする請求項1記載のあと施工アンカー取付構造 The post-construction anchor mounting structure according to claim 1, wherein a leaf spring that partially protrudes into the female screw hole of the cone is provided as the elastic member of the post- construction anchor device . 前部に拡開片を有する筒状の本体と、
内部に雌ねじが形成され、少なくとも後端部が前記本体に内装される略截頭錐形のコーンと、
前記本体に挿通されて前記コーンの前記雌ねじに雄ねじが螺合される取付ボルトとを備え、
前記取付ボルトの前記雄ねじの先端側に、前記コーンの前記雌ねじの先端近傍に掛止される弾性部材が設けられているあと施工アンカー器具が用いられたあと施工アンカー取付構造であって、
コンクリート躯体の穿孔内で、前記本体の前記拡開片に前記コーンが入り込んだ状態で前記拡開片が拡開されて、前記拡開片が前記穿孔の孔壁に食い込むように設けられ、
前記取付ボルトが前記本体に挿通されて前記雄ねじが前記コーンの前記雌ねじに螺合され、
前記取付ボルトの前記雄ねじの先端側の前記弾性部材が、前記コーンの前記雌ねじの先端近傍に掛止されるように設けられていると共に、
前記取付ボルトがナットに締め付けられて前記コンクリート躯体の表面側に引っ張られていることを特徴とするあと施工アンカー取付構造
A tubular body with a spread piece at the front,
A frustum-shaped cone with a female screw formed inside and at least the rear end inside the main body.
It is provided with a mounting bolt that is inserted into the main body and a male screw is screwed into the female screw of the cone.
A post-construction anchor mounting structure in which a post-construction anchor device is provided in which an elastic member to be hooked near the tip of the female screw of the cone is provided on the tip end side of the male screw of the mounting bolt.
In the perforation of the concrete skeleton, the expansion piece is expanded with the cone inserted into the expansion piece of the main body, and the expansion piece is provided so as to bite into the hole wall of the perforation.
The mounting bolt is inserted into the main body, and the male screw is screwed into the female screw of the cone.
The elastic member on the tip end side of the male screw of the mounting bolt is provided so as to be hooked near the tip of the female screw of the cone.
A post-construction anchor mounting structure characterized in that the mounting bolt is tightened to a nut and pulled toward the surface side of the concrete skeleton .
前記あと施工アンカー器具の前記弾性部材として前記取付ボルトの前記雄ねじの先端側に前記雄ねじと略対応する外径を有し且つ前記雄ねじと同ピッチで螺旋状に巻回された弾性コイルが設けられていることを特徴とする請求項3記載のあと施工アンカー取付構造 As the elastic member of the post-construction anchor device, an elastic coil having an outer diameter substantially corresponding to the male screw and spirally wound at the same pitch as the male screw is provided on the tip end side of the male screw of the mounting bolt. The post-construction anchor mounting structure according to claim 3, wherein the structure is characterized by the above .
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