JP7349946B2 - Buried parts and installation structure of buried parts - Google Patents

Buried parts and installation structure of buried parts Download PDF

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JP7349946B2
JP7349946B2 JP2020053550A JP2020053550A JP7349946B2 JP 7349946 B2 JP7349946 B2 JP 7349946B2 JP 2020053550 A JP2020053550 A JP 2020053550A JP 2020053550 A JP2020053550 A JP 2020053550A JP 7349946 B2 JP7349946 B2 JP 7349946B2
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wall
buried
fastening
buried member
hole
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JP2021088916A (en
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和俊 高室
雅範 中村
光司 西村
友裕 藤野
真仁 出雲
伸彦 畔津
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Sekisui Jushi Corp
West Nippon Expressway Co Ltd
Central Nippon Expressway Co Ltd
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Sekisui Jushi Corp
West Nippon Expressway Co Ltd
Central Nippon Expressway Co Ltd
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本発明は、構造物へ大きな外力が加えられたときに設置面の損傷を抑制する埋設部材、および埋設部材の設置構造に関するものである。 The present invention relates to a buried member that suppresses damage to an installation surface when a large external force is applied to a structure, and an installation structure for the buried member.

モルタルやコンクリートなど流動状態時に充填した後に固化する充填材によって埋設孔内に固定するアンカーボルトやアンカーナットなどの埋設部材は従来より用いられており、これに関する種々の発明が開示されている。 Embedded members such as anchor bolts and anchor nuts that are fixed in a buried hole using a filler such as mortar or concrete that solidifies after being filled in a fluid state have been used in the past, and various inventions related to these have been disclosed.

例えば、特許文献1には、コンクリートに埋設されたアンカーボルトの下端部に定着部材を固定し、該定着部材の周囲に、外面もしくは外面および内面に凹凸のある定着管を配置したことを特徴とするアンカーボルトの定着構造が開示されている。 For example, Patent Document 1 discloses a feature in which a fixing member is fixed to the lower end of an anchor bolt buried in concrete, and a fixing tube having irregularities on the outer surface or the outer surface and the inner surface is arranged around the fixing member. An anchor bolt fixing structure is disclosed.

特開平11-172780号公報Japanese Patent Application Publication No. 11-172780

特許文献1に示されるアンカーボルトの定着構造は、アンカーボルトの下端部に固定した定着部材の周囲に定着管を配置することよって、アンカーボルトの定着耐力を確保している。しかしながら、特許文献1の如きアンカーボルトの定着構造は、車両防護柵などに利用して車両が接触した場合に、アンカーボルトへ加えられた外力によりこれを埋設固定した設置面がひび割れるなどの破損が生じる恐れがあった。 The anchor bolt fixing structure shown in Patent Document 1 secures the fixing strength of the anchor bolt by arranging a fixing tube around a fixing member fixed to the lower end of the anchor bolt. However, when an anchor bolt fixing structure such as that disclosed in Patent Document 1 is used for a vehicle protection fence and a vehicle comes into contact with it, the external force applied to the anchor bolt may cause damage such as cracking of the installation surface on which the anchor bolt is buried and fixed. There was a risk that this would occur.

本発明は、構造物へ大きな外力が加えられたときに設置面の損傷を抑制できる埋設部材、および埋設部材の設置構造を提供するものである。 The present invention provides a buried member that can suppress damage to an installation surface when a large external force is applied to a structure, and an installation structure for the buried member.

上記目的を達成するため、本発明は以下のような構成としている。
すなわち本発明に係る埋設部材は、設置面に形成された埋設孔内に配置され、該埋設孔内に充填された後に固化する充填材によって前記埋設孔内に固定される埋設部材であって、前記埋設部材は雄ねじ部又は雌ねじ部を備える締結部と、該締結部の外側に配置される壁部とを備え、前記壁部は筒状に形成され、該壁部の内側に前記締結部が収納されて該締結部の外側面と前記壁部の内側面との間に隙間部が形成されており、前記壁部の上端の高さ位置が前記設置面と略一致するように配置可能に設けられると共に、該壁部の下端が前記締結部の下端よりも上方に位置するように形成されていることを特徴とするとするものである。
In order to achieve the above object, the present invention has the following configuration.
That is, the buried member according to the present invention is a buried member that is placed in a buried hole formed in an installation surface and fixed in the buried hole with a filler that solidifies after being filled into the buried hole, The buried member includes a fastening part having a male threaded part or a female threaded part, and a wall part disposed outside the fastening part, the wall part being formed in a cylindrical shape, and the fastening part inside the wall part. A gap is formed between the outer surface of the fastening portion and the inner surface of the wall when the fastening portion is stored, and the wall can be arranged so that the height position of the upper end of the wall substantially coincides with the installation surface. The present invention is characterized in that the lower end of the wall portion is located above the lower end of the fastening portion.

本発明に係る埋設部材によれば、雄ねじ部又は雌ねじ部を備える締結部と、この締結部の外側に配置させる壁部とを備え、前記壁部を筒状に形成し、その内側に前記締結部を収納させて締結部の外側面と前記壁部の内側面との間に隙間部が形成させるので、埋設孔内の前記充填材が壁部の外側に充填されると共に、壁部の内側の前記隙間部に充填される。また、前記壁部の上端の高さ位置を前記設置面と略一致するように配置可能に設けるので、前記壁部の上端を設置面と略一致させて埋設部材を埋設固定させることで、壁部外側の充填材の上面と壁部内側の隙間部へ充填させた充填材の上面とが前記壁部によって仕切られる。これにより設置面に設置させた構造物へ大きな外力が加えられて締結部へ力が伝達されたときに、前記締結部近傍の前記隙間部内に充填された充填材に生じた亀裂やひび割れが前記壁部に阻まれてその外側へ至りにくくなされ、壁部外側の充填材や、埋設孔の外側の設置面の破損を抑制できる。
また、前記壁部の下端を前記締結部の下端よりも上方に位置するように形成するので、埋設孔内に充填させて壁部外側に配置される充填材が壁部の下方を通じて前記隙間部内へ充填されるので、壁部の下方において隙間部内の充填材と壁部外側の充填材との間に界面が生じず、固化した充填材がより強固に形成される。
According to the buried member according to the present invention, the fastening portion includes a male threaded portion or a female threaded portion, and a wall portion disposed outside the fastening portion, the wall portion is formed in a cylindrical shape, and the fastening portion is provided inside the fastening portion. Since a gap is formed between the outer surface of the fastening section and the inner surface of the wall, the filling material in the buried hole is filled on the outside of the wall, and the inside of the wall is filled with the filling material. is filled into the gap. Further, since the height position of the upper end of the wall portion can be arranged so as to substantially match the installation surface, the buried member can be buried and fixed in the wall with the upper end of the wall portion substantially matching the installation surface. The upper surface of the filler on the outside and the upper surface of the filler filled into the gap inside the wall are partitioned by the wall. As a result, when a large external force is applied to the structure installed on the installation surface and the force is transmitted to the fastening part, cracks or cracks that occur in the filler filled in the gap near the fastening part can be removed. Since it is blocked by the wall, it is difficult to reach the outside thereof, and damage to the filling material outside the wall and the installation surface outside the burial hole can be suppressed.
Moreover, since the lower end of the wall is formed to be located above the lower end of the fastening part, the filler filled in the buried hole and placed on the outside of the wall passes through the lower part of the wall and into the gap. Since the filling material is filled into the space below the wall, no interface is formed between the filling material in the gap and the filling material outside the wall, and the solidified filling material is formed more firmly.

また、前記締結部と前記壁部を接続する接続部を備えさせれば、締結部と壁部との位置ずれが生じにくくなされるので、前記埋設部材の設置作業中に両部材の位置ずれが生じて前記隙間部の形が大きくくずれるような状況を防止できる。
また、前記接続部の少なくとも一部を前記充填材内に埋設されるように設ければ、接続部が充填材から外れにくくなされ、前記埋設部材の埋設孔からの脱離を抑制できるので好ましい。
Furthermore, by providing a connecting part that connects the fastening part and the wall part, the positional deviation between the fastening part and the wall part is unlikely to occur. This can prevent a situation in which the shape of the gap is greatly distorted.
Further, it is preferable to provide at least a portion of the connecting portion to be buried within the filling material, since the connecting portion is difficult to come off from the filling material and detachment of the buried member from the embedding hole can be suppressed.

また、前記接続部を前記壁部と一体的に形成し、前記接続部に切欠き状に設けた破断部を形成すれば、設置面に設置させた構造物へ大きな外力が加えられて締結部へ力が伝達されたときに、前記破断部を形成した位置で接続部が破断し、接続部を介して締結部から壁部へ伝達される力を低減させることができるので、壁部へ加えられる力を低減させて、壁部の外側の充填材や設置面を構成する部材の損傷を抑制することができる。 Furthermore, if the connection part is formed integrally with the wall part and a cutout-shaped breaking part is formed in the connection part, a large external force is applied to the structure installed on the installation surface, and the fastening part When a force is transmitted to the wall, the connecting portion breaks at the position where the breaking portion is formed, and the force transmitted from the fastening portion to the wall via the connecting portion can be reduced. By reducing the applied force, damage to the filling material on the outside of the wall and the members constituting the installation surface can be suppressed.

また、本発明に係る埋設部材の設置構造によれば、雄ねじ部又は雌ねじ部を備える締結部と、この締結部の外側に配置させる壁部とを備え、前記壁部を筒状に形成し、その内側に前記締結部を収納させて締結部の外側面と前記壁部の内側面との間に隙間部が形成されているので、埋設孔内の前記充填材が壁部の外側に充填されると共に、壁部の内側の前記隙間部に充填される。また、前記壁部の上端の高さ位置を前記設置面と略一致するように配置させるので、壁部外側の充填材の上面と壁部内側の隙間部へ充填させた充填材の上面とが前記壁部によって仕切られる。これにより設置面に設置させた構造物へ大きな外力が加えられて締結部へ力が伝達されたときに、前記締結部近傍の前記隙間部内に充填された充填材に生じた亀裂やひび割れが前記壁部に阻まれてその外側へ至りにくくなされ、壁部外側の充填材や、埋設孔の外側の設置面の破損を抑制できる。
また、前記壁部の下端を前記締結部の下端よりも上方に位置するように配置させて、壁部外側に充填された充填材が壁部の下方を通じて前記隙間部内に充填させているので、壁部の下方において隙間部内の充填材と壁部外側の充填材との間に界面が生じず、より強固に形成された充填材によって埋設部材を設置させることができる。
Moreover, according to the installation structure of the buried member according to the present invention, the fastening part includes a male threaded part or a female threaded part, and a wall part disposed outside the fastening part, and the wall part is formed in a cylindrical shape, Since the fastening part is stored inside the fastening part and a gap is formed between the outer surface of the fastening part and the inner surface of the wall part, the filling material in the burial hole is filled into the outside of the wall part. At the same time, the gap inside the wall is filled. Furthermore, since the height position of the upper end of the wall is arranged to substantially match the installation surface, the upper surface of the filler on the outside of the wall and the upper surface of the filler filled into the gap inside the wall are partitioned by the wall. As a result, when a large external force is applied to the structure installed on the installation surface and the force is transmitted to the fastening part, cracks or cracks that occur in the filler filled in the gap near the fastening part can be removed. Since it is blocked by the wall, it is difficult to reach the outside thereof, and damage to the filling material outside the wall and the installation surface outside the burial hole can be suppressed.
Furthermore, the lower end of the wall is arranged above the lower end of the fastening part, and the filler filled on the outside of the wall is filled into the gap through the lower part of the wall. There is no interface between the filler in the gap and the filler outside the wall below the wall, and the buried member can be installed using the more strongly formed filler.

本発明の埋設部材および埋設部材の設置構造によれば、構造物へ大きな外力が加えられたときに設置面の損傷を抑制できる。 According to the buried member and the installation structure of the buried member of the present invention, damage to the installation surface can be suppressed when a large external force is applied to the structure.

本発明に係る埋設部材の設置構造の実施の一形態を示す平面図である。FIG. 1 is a plan view showing an embodiment of an installation structure for a buried member according to the present invention. 図1のA-A断面図である。2 is a sectional view taken along line AA in FIG. 1. FIG. 図1、2の締結部を示す、(イ)は平面図であり、(ロ)は正面図である。1 and 2, (a) is a plan view, and (b) is a front view, showing the fastening portion of FIGS. 1 and 2. 図1の埋設部材を設置させる際に用いる施工器具の一例を示す、(イ)は平面図であり、(ロ)は正面図である。(A) is a plan view, and (B) is a front view, showing an example of a construction tool used when installing the buried member of FIG. 1. 図4の施工器具に図1、2の埋設部材を取り付け、埋設孔内へ配置した状態を示す平面図である。FIG. 5 is a plan view showing a state in which the embedding member of FIGS. 1 and 2 is attached to the construction tool of FIG. 4 and placed in a burying hole. 図5のA-A断面図である。6 is a sectional view taken along line AA in FIG. 5. FIG. 本発明に係る埋設部材の実施の他の一形態を示す平面図である。It is a top view which shows another form of implementation of the embedded member based on this invention. 図7のA-A断面図である。8 is a sectional view taken along line AA in FIG. 7. FIG. 図7の埋設部材を設置させる際に用いる施工器具の一例を示す図である。It is a figure which shows an example of the construction tool used when installing the buried member of FIG. 図9の施工器具を図7の埋設部材へ取り付けた状態を示す縦断面図である。FIG. 9 is a longitudinal sectional view showing a state in which the construction tool of FIG. 9 is attached to the buried member of FIG. 7; 図7の埋設部材を設置させた状態を示す縦断面図である。FIG. 8 is a longitudinal sectional view showing a state in which the buried member of FIG. 7 is installed. 本発明に係る埋設部材の実施の他の一形態を示す平面図である。It is a top view which shows another form of implementation of the embedded member based on this invention. 図12のA-A断面図である。13 is a sectional view taken along line AA in FIG. 12. FIG. 図9の施工器具を図12の埋設部材へ取り付けた状態を示す縦断面図である。13 is a longitudinal cross-sectional view showing a state in which the construction tool of FIG. 9 is attached to the buried member of FIG. 12. FIG. 図12の埋設部材を設置させた状態を示す縦断面図である。FIG. 13 is a longitudinal cross-sectional view showing a state in which the buried member of FIG. 12 is installed. 本発明に係る埋設部材の実施の他の一形態を示す平面図である。It is a top view which shows another form of implementation of the embedded member based on this invention. 図16のA-A断面図である。FIG. 16 is a sectional view taken along line AA in FIG. 16; 図16の埋設部材を設置させた状態を示す縦断面図である。FIG. 17 is a longitudinal cross-sectional view showing a state in which the buried member of FIG. 16 is installed. 本発明に係る埋設部材の実施の他の一形態を示す平面図である。It is a top view which shows another form of implementation of the embedded member based on this invention. 図19のA-A断面図である。20 is a sectional view taken along line AA in FIG. 19. 図19の締結部を示す、(イ)は平面図であり、(ロ)は正面図である。19A is a plan view and FIG. 19B is a front view showing the fastening portion of FIG. 19. 図15の接続部を示す平面図である。FIG. 16 is a plan view showing the connection portion of FIG. 15; 図22のA-A断面図である。23 is a sectional view taken along line AA in FIG. 22. FIG. 図19の埋設部材を設置させた状態を示す縦断面図である。FIG. 20 is a longitudinal cross-sectional view showing a state in which the buried member of FIG. 19 is installed. 図2に示す埋設部材が設置面から脱抜した状況を示す断面図である。FIG. 3 is a sectional view showing a situation in which the buried member shown in FIG. 2 has been removed from the installation surface. 設置面に埋設固定したアンカーナットが設置面から脱抜した状況を示す断面図である。FIG. 6 is a cross-sectional view showing a situation where the anchor nut embedded and fixed in the installation surface is pulled out from the installation surface. 本発明に係る埋設部材の実施の他の一形態を示す斜視図である。FIG. 7 is a perspective view showing another embodiment of the buried member according to the present invention. 図27の平面図である。FIG. 28 is a plan view of FIG. 27; 図28のA-A断面図である。29 is a sectional view taken along line AA in FIG. 28. FIG. 図29の接続部の破断部を拡大して示す図である。30 is an enlarged view showing a broken portion of the connection portion in FIG. 29; FIG. 図27の埋設部材を設置させた状態を示す縦断面図である。FIG. 28 is a longitudinal cross-sectional view showing a state in which the buried member of FIG. 27 is installed.

発明の実施の形態を図面に基づき具体的に説明する。
図1は本発明に係る埋設部材1の設置構造の実施の一形態を示す平面図であり、図2は図1のA-A断面図である。
埋設部材1は、ボルトBの雄ねじを締結可能な雌ねじ部21を有する締結部2と、筒状に形成した壁部3を備え、それぞれ別体に形成した締結部2と壁部3を設置面Gに穿設した平面視円形の埋設孔H内に配置して、埋設孔H内に充填した後に固化させた充填材Fによって固定している。前記締結部2は、雌ねじ部21の軸線を設置面Gに対して垂直に配置して設置している。
Embodiments of the invention will be specifically described based on the drawings.
FIG. 1 is a plan view showing an embodiment of an installation structure for a buried member 1 according to the present invention, and FIG. 2 is a sectional view taken along line AA in FIG.
The buried member 1 includes a fastening part 2 having a female threaded part 21 capable of fastening the male thread of a bolt B, and a cylindrical wall part 3. The fastening part 2 and the wall part 3, which are formed separately, are connected to an installation surface It is placed in a buried hole H that is circular in plan view and is fixed by a filler F that is filled into the buried hole H and then solidified. The fastening portion 2 is installed with the axis of the female screw portion 21 perpendicular to the installation surface G.

図3は図1、2の締結部2を示す、(イ)は平面図であり、(ロ)は正面図である。
締結部2は、設置場所に埋設固定して利用する所謂アンカーナットである。
締結部2は、前記雌ねじ部21が上方に開口する有底筒状に形成している。また、締結部2は、下方に至るほど外径が拡径する略円錐台形状に設けた傾斜部23を下部に形成し、傾斜部23の上方は外径を一定に設けた形状に形成している。
傾斜部23を設けることで、充填材F内に埋設固定させた締結部2の上方への脱抜が抑制される。
FIG. 3 shows the fastening portion 2 of FIGS. 1 and 2, in which (a) is a plan view and (b) is a front view.
The fastening portion 2 is a so-called anchor nut that is used by being buried and fixed at the installation location.
The fastening portion 2 is formed into a bottomed cylindrical shape with the female threaded portion 21 opening upward. In addition, the fastening part 2 has an inclined part 23 formed at the lower part in a substantially truncated conical shape whose outer diameter increases toward the lower part, and the upper part of the inclined part 23 is formed in a shape with a constant outer diameter. ing.
By providing the inclined portion 23, the fastening portion 2 embedded and fixed in the filler F is prevented from coming off upward.

壁部3は円筒形状の筒壁31を備える筒状体であり、具体的には丸形鋼管で形成している。
筒壁31は、内径が前記締結部2の外径よりも大きな筒体であり、筒壁31の内側の中空部32内に締結部2を挿入させた状態において、締結部2と筒壁31との間に隙間部S1が形成されるように設けている。
The wall portion 3 is a cylindrical body including a cylindrical wall 31, and is specifically formed of a round steel pipe.
The cylindrical wall 31 is a cylindrical body whose inner diameter is larger than the outer diameter of the fastening part 2, and when the fastening part 2 is inserted into the hollow part 32 inside the cylindrical wall 31, the fastening part 2 and the cylindrical wall 31 A gap S1 is formed between the two.

図4は図1の埋設部材1を設置させる際に用いる施工器具9の一例を示す、(イ)は平面図であり、(ロ)は正面図である。
図4に示す施工器具9は、矩形平板形状の基材91を備え、基材91の幅方向両側にそれぞれ磁着部93を設けている。
各磁着部93は棒形の磁石であり、四角柱形状の磁石をそれぞれ基材91の両縁に取り付けて磁着部93を形成している。また、各磁着部93の下面は平面に形成して、それぞれ基材91の下面と面一に配置している。
基材91には、上下方向に貫通する丸孔形状の貫通孔92を形成している。貫通孔92は基材91の長手方向及び幅方向の中央に配置しており、前記締結部2の雌ねじ部21へ螺結可能なボルトBの雄ねじ部分を挿通可能な大きさに形成している。
FIG. 4 shows an example of the construction tool 9 used when installing the buried member 1 of FIG. 1, in which (a) is a plan view and (b) is a front view.
The construction tool 9 shown in FIG. 4 includes a base material 91 in the shape of a rectangular flat plate, and magnetic attachment parts 93 are provided on both sides of the base material 91 in the width direction.
Each magnetically attached part 93 is a rod-shaped magnet, and the magnetically attached part 93 is formed by attaching quadrangular prism-shaped magnets to both edges of the base material 91, respectively. Further, the lower surface of each magnetic attachment part 93 is formed into a flat surface, and is arranged flush with the lower surface of the base material 91, respectively.
The base material 91 is formed with a round-shaped through hole 92 that passes through the base material 91 in the vertical direction. The through hole 92 is arranged at the center of the base material 91 in the longitudinal direction and the width direction, and is formed in a size that allows the male threaded portion of the bolt B that can be screwed into the female threaded portion 21 of the fastening portion 2 to be inserted therethrough. .

図5は図4の施工器具9に図1、2の埋設部材1を取り付け、埋設孔H内へ配置した状態を示す平面図であり、図6は図5のA-A断面図である。
図5、6に示す埋設部材1の締結部2は、施工器具9の貫通孔92へ雄ねじ部分を挿通させたボルトBと雌ねじ部21が螺結しており、締結部2の上端が基材91の下面に当接している。
また図5、6に示す埋設部材1の壁部3は、その上端を各磁着部93の下面へ磁着させて、施工器具9へ取り付けている。
即ち、施工器具9へ取り付けた状態において、締結部2と壁部3はそれぞれの上端の上下方向の位置が一致するように配置される。
図5、6に示す施工器具9は、基材91の長手方向両側の各端部の下面を設置面Gへ当接させており、施工器具9に取り付けた埋設部材1は、締結部2と壁部3の各上端の位置を設置面Gと一致させて埋設孔H内に収納されている。
FIG. 5 is a plan view showing a state in which the embedding member 1 of FIGS. 1 and 2 is attached to the construction tool 9 of FIG. 4 and placed in the embedding hole H, and FIG. 6 is a sectional view taken along the line AA of FIG. 5.
The fastening part 2 of the buried member 1 shown in FIGS. 5 and 6 has a bolt B whose male threaded part is inserted into the through hole 92 of the construction tool 9 and a female threaded part 21, and the upper end of the fastening part 2 is attached to the base material. It is in contact with the lower surface of 91.
Further, the wall portion 3 of the buried member 1 shown in FIGS. 5 and 6 is attached to the construction tool 9 by having its upper end magnetically attached to the lower surface of each magnetic attachment portion 93.
That is, when attached to the construction tool 9, the fastening part 2 and the wall part 3 are arranged so that the positions of their respective upper ends in the vertical direction match.
The construction tool 9 shown in FIGS. 5 and 6 has the lower surface of each end on both sides in the longitudinal direction of the base material 91 in contact with the installation surface G, and the buried member 1 attached to the construction tool 9 is connected to the fastening part 2. Each upper end of the wall portion 3 is housed in the burial hole H with the position of each upper end aligned with the installation surface G.

図5、6に示すように、施工器具9へ埋設部材1を取り付けたときに、締結部2は壁部3の中央近傍に配置される。換言すると、前記施工器具9は、それぞれ別体に形成した締結部2と壁部3とを接続する接続部として機能する。
施工器具9を介して接続した状態において、締結部2は壁部3の中空部32の内側に収納され、締結部2の外面と壁部3の内側面との間に隙間部S1が形成される。
また、施工器具9を介して接続した状態において、壁部3の筒壁31の下端は締結部2の下端よりも上方に配置されるように設けている。
更に、施工器具9へ取り付けた埋設部材1を埋設孔H内に収納させた状態において、締結部2の下端と壁部3の下端が埋設孔Hの底面から上方へ離間して配置されるように設けている。
As shown in FIGS. 5 and 6, when the buried member 1 is attached to the construction tool 9, the fastening portion 2 is arranged near the center of the wall portion 3. In other words, the construction tool 9 functions as a connecting part that connects the fastening part 2 and the wall part 3, which are formed separately.
When connected via the construction tool 9, the fastening part 2 is housed inside the hollow part 32 of the wall part 3, and a gap S1 is formed between the outer surface of the fastening part 2 and the inner surface of the wall part 3. Ru.
Further, in a state where the parts are connected via the construction tool 9, the lower end of the cylindrical wall 31 of the wall part 3 is arranged above the lower end of the fastening part 2.
Further, when the buried member 1 attached to the construction tool 9 is stored in the buried hole H, the lower end of the fastening portion 2 and the lower end of the wall portion 3 are arranged so as to be spaced apart upward from the bottom surface of the buried hole H. It is set up in

図5、6に示す埋設孔H内へ硬化前の充填材Fを流し込み設置面Gに至るまで充填させ、充填材Fが硬化した後にボルトBを締結部2から螺脱させて施工器具9を取り外すことで、図1、2に示す埋設部材1の設置構造とすることができる。
埋設孔H内の充填材Fは、壁部3の外側に充填された部分と内側の中空部32内に充填された部分とが筒壁31の下方で界面無く繋がっており、壁部3や締結部2を埋設孔H内で強固に固定する。
前記埋設部材1は、施工器具9へ取り付けた状態において、筒壁31の下端が締結部2の下端よりも上方に配置されるように設けているので、埋設孔Hの底面へ締結部2の下端が当接する程度の深さに埋設孔Hが形成されていた場合でも、壁部3の外側と内側に位置する各充填材Fが筒壁31の下方で良好に接続する。
埋設部材1を固定する充填材Fは、モルタルやセメントや合成樹脂製の接着剤など、流動可能な状態から硬化する種々の材料を選択または組み合わせて利用することができる。
Filler material F before hardening is poured into the burial hole H shown in FIGS. 5 and 6 until it reaches the installation surface G, and after the filler material F has hardened, the bolt B is unscrewed from the fastening part 2 and the construction tool 9 is removed. By removing it, the installation structure of the buried member 1 shown in FIGS. 1 and 2 can be obtained.
In the filling material F in the buried hole H, the part filled on the outside of the wall part 3 and the part filled in the inside hollow part 32 are connected below the cylindrical wall 31 without an interface. The fastening portion 2 is firmly fixed within the buried hole H.
The buried member 1 is provided so that the lower end of the cylindrical wall 31 is located above the lower end of the fastening part 2 when it is attached to the construction tool 9. Even if the buried hole H is formed at such a depth that the lower ends abut, the fillers F located on the outside and inside of the wall portion 3 are well connected below the cylindrical wall 31.
The filler F for fixing the buried member 1 can be selected from or combined with various materials that harden from a flowable state, such as mortar, cement, or synthetic resin adhesive.

図1、2に示す埋設部材1は締結部2の雌ねじ部21へ雄ねじを螺結可能であり、設置面Gへ構造物を設置させる用途に利用できる。例えば、車両が走行する路面を設置面Gとし、前記埋設部材1を利用して道路用標示体や車線分離体などの道路付帯設備を設置させることができる。
一般的に、前記道路付帯設備などの構造物へ車両が接触するなどして外力を受けたとき、構造物を設置させているアンカーボルトやアンカーナットなどの埋設部材を固定する埋設孔内の充填材にひびや割れなどの損傷が生じる場合がある。そして、前記外力が極めて大きな場合には、生じたひびや割れが充填材に留まらず、埋設孔の縁まで至り設置面Gを構成する路面などへ損傷がおよんで、復元に多大な労力を要する状態となる恐れがあった。
図1、2に示す埋設部材1は、埋設孔Hの上部において筒壁31が仕切りとなって壁部3の内側と外側の充填材Fが隔てられているので、締結部2を利用して設置させた構造物が大きな外力を受けて締結部2の近傍の充填材Fが破損したときに、生じたひびや割れを筒壁31で遮り、壁部3の外側の充填材Fや設置面Gを構成する部材の損傷を抑制することができる。そして、設置面Gの損傷を抑制し、生じる損傷を埋設孔H内の範囲にとどめることで、埋設部材1の復旧をより容易に行うことができる。具体的には、埋設孔Hよりも小さな孔を埋設孔H内の充填材Fへ形成して既設の埋設部材1を取り外し、新たに別の埋設部材1をこの孔内に収納させた後に充填材を流入し硬化させて設置させることができる。即ち、新たな埋設部材1の設置作業において、設置面Gを構成する部材を損傷させることなく、最初に形成した埋設孔Hの内部のみで作業を行うことができる。
The embedded member 1 shown in FIGS. 1 and 2 can have a male thread screwed into the female threaded part 21 of the fastening part 2, and can be used for installing a structure on the installation surface G. For example, the road surface on which a vehicle travels can be used as the installation surface G, and the buried member 1 can be used to install road ancillary equipment such as road markings and lane separators.
Generally, when external force is applied due to a vehicle coming into contact with a structure such as the above-mentioned road equipment, filling of a buried hole to fix buried members such as anchor bolts and anchor nuts used to install the structure is filled. Damage such as cracks and splits may occur in the material. If the external force is extremely large, the cracks and cracks that occur will not be confined to the filling material, but will extend to the edge of the burial hole, causing damage to the road surface that makes up the installation surface G, requiring a great deal of effort to restore it. There was a risk of a situation.
In the buried member 1 shown in FIGS. 1 and 2, the cylindrical wall 31 acts as a partition in the upper part of the buried hole H, and the filler F on the inside and outside of the wall portion 3 is separated. When the installed structure receives a large external force and the filler F near the fastening part 2 is damaged, the cylindrical wall 31 blocks the cracks and cracks that occur, and the filler F outside the wall 3 and the installation surface Damage to the members constituting G can be suppressed. Then, by suppressing damage to the installation surface G and limiting the damage that occurs within the area within the buried hole H, the buried member 1 can be restored more easily. Specifically, a hole smaller than the buried hole H is formed in the filling material F in the buried hole H, the existing buried member 1 is removed, and another buried member 1 is newly accommodated in this hole, and then filled. The material can be poured in, cured, and installed. That is, in the installation work of a new buried member 1, the work can be performed only inside the initially formed buried hole H without damaging the members forming the installation surface G.

図25は図2に示す埋設部材1が設置面Gから脱抜した状況を示す断面図であり、図26は設置面Gに埋設固定したアンカーナットNが設置面から脱抜した状況を示す断面図である。
図26に示すアンカーナットNは、図1、2に示す埋設部材1の締結部2と同一形状に形成されており、図26はアンカーナットNの周囲に壁部3の筒壁が配置されていない構成のみが図25と異なっている。
一般的なアンカーナットやアンカーボルトへ設置面から引き抜くような強力な引張力がかかったとき、図26に示すように、外力がかかった前記アンカーナットN等を起点として埋設孔Hに充填された充填材Fや設置面Gを構成する部材が円錐状に割れて脱離する、所謂コーン状破壊と呼ばれる損傷が生じる場合がある。
図26は、埋設固定させたアンカーナットNへ引張力がかかり、これを固定していた充填材Fや設置面Gを構成する部材が、前記アンカーナットNの下端を先端とする円錐状の塊状となって設置面Gから脱離した状態を示している。
コーン状破壊が生じるとき、脱離するアンカーナットN部分の周囲の破壊面D1は、設置面Gに対して一定の角度Anで生じる傾向にある。前記の角度Anは、設置面Gの構成部材や充填材Fの材質などによって変化するが、一般的なコンクリートでは設置面に対して45度の角度で破壊面D1が生じる。また、コンクリート以外の他の材料においても、例えば柵や支柱などの道路付帯設備の設置に用いるようなアンカーナットN等を設置させる設置面Gの構成材料や充填材F等においては、設置面Gに対しておおむね50度以下の角度で破壊面D1が生じる。このように前記アンカーナットNやアンカーボルトが設置面Gから引き抜かれる場合、設置面G側に生じる破壊面D2が大きく形成され、前記埋設孔Hの内側だけに留まらず、設置面Gを構成する部材をまで至る場合がある。
FIG. 25 is a sectional view showing a situation in which the buried member 1 shown in FIG. 2 has been removed from the installation surface G, and FIG. 26 is a sectional view showing a situation in which the anchor nut N buried and fixed in the installation surface G has been removed from the installation surface. It is a diagram.
The anchor nut N shown in FIG. 26 is formed in the same shape as the fastening part 2 of the buried member 1 shown in FIGS. 1 and 2, and the cylindrical wall of the wall part 3 is arranged around the anchor nut N in FIG. The only difference from FIG. 25 is that there is no configuration.
When a strong tensile force is applied to a general anchor nut or anchor bolt to pull it out from the installation surface, as shown in Fig. 26, the buried hole H is filled starting from the anchor nut N, etc. to which the external force was applied. Damage called so-called cone-shaped fracture may occur, in which the members constituting the filler F and the installation surface G crack in a conical shape and come off.
FIG. 26 shows that a tensile force is applied to the anchor nut N that has been buried and fixed, and the filler F that was fixing it and the members that make up the installation surface G form a conical block whose tip is the lower end of the anchor nut N. This shows the state in which it has been detached from the installation surface G.
When a cone-shaped fracture occurs, the fracture surface D1 around the detached anchor nut N portion tends to occur at a constant angle An with respect to the installation surface G. The above-mentioned angle An changes depending on the constituent members of the installation surface G, the material of the filler F, etc., but in general concrete, the fracture surface D1 occurs at an angle of 45 degrees with respect to the installation surface. In addition, for materials other than concrete as well, for example, for the constituent materials and fillers F of the installation surface G on which anchor nuts N, etc. used for installing road equipment such as fences and posts, etc., the installation surface G A fracture surface D1 occurs at an angle of approximately 50 degrees or less with respect to the surface. When the anchor nut N or anchor bolt is pulled out from the installation surface G in this way, a large fracture surface D2 is formed on the installation surface G side, and does not remain only inside the buried hole H, but forms the installation surface G. It may even reach the parts.

図25に示すように、締結部2の周囲に筒壁31を配置させた筒部3を備える図2に示す前記埋設部材1が設置面Gから脱抜するとき、図26と同様に、アンカーナットからなる締結部2の下端を起点として破壊面D1が形成される。しかしながら、図25に示すように、締結部2の下端に接続する前記破壊面D1は前記筒壁31の下端に接続し、筒壁31の外面に沿うように形成される。換言すると、図25に示す埋設部材1は、筒壁31及びその内側に収納される締結部2や隙間部S1内の充填材Fが一塊となって、筒壁31の外側の充填材Fから引き抜かれるように脱抜している。
このように、壁部3を備える前記埋設部材1は、設置面Gから脱抜するような強い外力を受けた場合においても、筒壁31の外側の充填材Fや埋設孔H外側の設置面Gを構成する部材の損傷を抑制することができる。
As shown in FIG. 25, when the buried member 1 shown in FIG. A fracture surface D1 is formed starting from the lower end of the fastening portion 2 made of a nut. However, as shown in FIG. 25, the fracture surface D1 connected to the lower end of the fastening portion 2 is connected to the lower end of the cylindrical wall 31 and is formed along the outer surface of the cylindrical wall 31. In other words, in the buried member 1 shown in FIG. It's coming off like it's being pulled out.
In this way, even when the buried member 1 including the wall portion 3 is subjected to a strong external force that causes it to be pulled out from the installation surface G, the filling material F outside the cylindrical wall 31 and the installation surface outside the burial hole H Damage to the members constituting G can be suppressed.

図25に示すような、埋設部材1の設置面Gからの脱抜は、締結部2の下端を起点として生じる破壊面D1が筒壁31の下端に接続することで生じる。このため、締結部2の下端の縁から筒壁31の下端までを接続する線と設置面Gとのなす角度An2が、図26に示す前記角度An1よりも小さく設けることで、前記破壊面D1が筒壁31へ接続しやすくなされる。前記角度An2を図26に示す前記角度An1よりも小さく設けた場合、締結部2の下端を起点として生じる破壊面D1が筒壁31へ接続せずに筒壁31の下端の下方へ形成されて、図26に示すような円錐状の破壊面D1となる可能性が大きくなる。
また、締結部2の下端の縁から筒壁31の下端までを接続する線と設置面Gとのなす角度An2の大きさ0度以上とすれば、締結部2の下端が筒壁31の下端よりも下方に配置されて締結部2の下端を起点とする破壊面D1が形成しやすくなされる。
即ち、前記埋設部材1は、締結部2の下端の縁から筒壁31の下端までを接続する線と、設置面Gに対して平行に配置されやすい締結部2の雌ねじ部21の軸線に対する垂直面とのなす角度An2を0度以上50度以下の大きさに設けるのが好ましい。また、前記角度An2をより小さく設けることで、破壊面D1が筒壁31の下端へ接続しやすくなることから、前記角度An2を0度以上35度以下に設けることで、筒壁31の外側へ破壊面D1が至る可能性をより低減できる。
締結部2の下端の縁から筒壁31の下端までを接続する線と、締結部2の雌ねじ部21の軸線に対する垂直面とのなす角度An2は、筒壁31を構成する部材の長さを変更することでその大きさを容易に調整することができる。また、前記角度An2の大きさの調整は、前記筒壁31の径の大きさを変更して行ってもよく、前記締結部2を上下の長さや外形の異なる別の部材に変更して行っても良い。上記の各方法を選択又は組み合わせて、前記角度An2の大きさを調整するとともに、締結部2及び壁部3の剛性や埋設強度のバランスを調整することができる。
尚、図2に示す埋設部材1は、締結部2の下端の縁から筒壁31の下端までを接続する線と、締結部2の雌ねじ部21の軸線に対する垂直面とのなす角度An2の大きさを38度に形成している。
The detachment of the buried member 1 from the installation surface G as shown in FIG. 25 occurs when the fracture surface D1 generated starting from the lower end of the fastening portion 2 connects to the lower end of the cylindrical wall 31. Therefore, by setting the angle An2 between the line connecting the lower end of the fastening portion 2 to the lower end of the cylindrical wall 31 and the installation surface G to be smaller than the angle An1 shown in FIG. can be easily connected to the cylinder wall 31. When the angle An2 is set smaller than the angle An1 shown in FIG. 26, the fracture surface D1 that occurs starting from the lower end of the fastening portion 2 is formed below the lower end of the cylindrical wall 31 without connecting to the cylindrical wall 31. , the possibility of a conical fracture surface D1 as shown in FIG. 26 increases.
Furthermore, if the angle An2 between the line connecting the lower end of the fastening part 2 to the lower end of the cylinder wall 31 and the installation surface G is 0 degrees or more, then the lower end of the fastening part 2 is the lower end of the cylinder wall 31. The fracture surface D1 starting from the lower end of the fastening portion 2 can be easily formed by being disposed lower than the fastening portion 2.
That is, the buried member 1 is perpendicular to a line connecting the lower edge of the fastening part 2 to the lower end of the cylindrical wall 31 and an axis of the female threaded part 21 of the fastening part 2, which is likely to be arranged parallel to the installation surface G. It is preferable that the angle An2 with the surface is set to a value of 0 degrees or more and 50 degrees or less. Furthermore, by setting the angle An2 smaller, the fracture surface D1 can easily connect to the lower end of the cylinder wall 31. Therefore, by setting the angle An2 to be between 0 degrees and 35 degrees, the fracture surface D1 can be connected to the outside of the cylinder wall 31. The possibility that the fracture surface D1 will occur can be further reduced.
The angle An2 between the line connecting the lower edge of the fastening part 2 to the bottom end of the cylindrical wall 31 and the perpendicular plane to the axis of the internally threaded part 21 of the fastening part 2 determines the length of the member constituting the cylindrical wall 31. Its size can be easily adjusted by changing it. Further, the size of the angle An2 may be adjusted by changing the diameter of the cylindrical wall 31, or by changing the fastening portion 2 to another member having different upper and lower lengths and outer shapes. It's okay. By selecting or combining each of the above methods, it is possible to adjust the size of the angle An2 and to adjust the balance between the rigidity and the embedded strength of the fastening portion 2 and the wall portion 3.
Furthermore, in the buried member 1 shown in FIG. The angle is 38 degrees.

図1、2に示す前記埋設部材1は、筒壁31を丸形鋼管で形成しており、その外面は凸凹の少ない平滑面に形成されている。このように筒壁31の外面を平滑に設けることで、この外面に付着する充填材Fが剥がれやすくなされるので、埋設部材1の設置面Gからの脱抜において、図25に示すように、前記破壊面D1が筒壁31の外面に沿うように形成されやすくなされる。
換言すると、筒壁31の外面から外方へ突出する凸部や、筒壁31の内側へ向かう凹部や貫通孔などを、より小さく設けることや、より少なく設けることで、筒壁31に沿う破壊面D1の形成を促すことができ、図1、2に示すように、筒壁31の外面を前記凸部や凹部や貫通孔を備えない平滑面に設けることで、筒壁31に沿う破壊面D1の形成をより促すことができる。
尚、破壊面D1を筒壁31の外面に沿って形成させるという目的においては、筒壁31の外面を凸凹や孔などの貫通部分が少ない平滑に設けることが好ましいが、充填材F中に筒壁31を必要な強度で固定するために、筒壁31の外面に凸凹や貫通孔などを適度に設けてもよい。
The buried member 1 shown in FIGS. 1 and 2 has a cylindrical wall 31 made of a round steel tube, and its outer surface is formed into a smooth surface with few irregularities. By making the outer surface of the cylindrical wall 31 smooth in this way, the filler F adhering to this outer surface can be easily peeled off, so that when the buried member 1 is removed from the installation surface G, as shown in FIG. The fracture surface D1 is easily formed along the outer surface of the cylinder wall 31.
In other words, by making the protrusions protruding outward from the outer surface of the cylinder wall 31 and the recesses and through-holes directed toward the inside of the cylinder wall 31 smaller, or by providing fewer of them, fractures along the cylinder wall 31 can be prevented. As shown in FIGS. 1 and 2, by providing the outer surface of the cylindrical wall 31 as a smooth surface without the protrusions, recesses, or through holes, the formation of the surface D1 can be promoted. The formation of D1 can be further promoted.
In addition, for the purpose of forming the fracture surface D1 along the outer surface of the cylinder wall 31, it is preferable to provide the outer surface of the cylinder wall 31 with a smooth surface with few penetration parts such as unevenness and holes. In order to fix the wall 31 with necessary strength, irregularities, through holes, etc. may be appropriately provided on the outer surface of the cylindrical wall 31.

図7は本発明に係る埋設部材1の実施の他の一形態を示す平面図であり、図8は図7のA-A断面図である。
図7、8に示す埋設部材1は、壁部3と締結部2とを接続する接続部4を有している構成が、図1、2に示す前記埋設部材1と異なる主な事項である。
即ち、図7、8に示す埋設部材1は、図1、2に示すものと同一形状に形成したアンカーナットからなる締結部2と、丸形鋼管からなる壁部3とを備え、筒壁31の内側の中空部32内に締結部2を収納させている。また、壁部3の略中央に配置させた締結部2と筒壁31との間に、隙間部S1が形成されるよう設けている。
FIG. 7 is a plan view showing another embodiment of the buried member 1 according to the present invention, and FIG. 8 is a sectional view taken along the line AA in FIG.
The buried member 1 shown in FIGS. 7 and 8 differs from the buried member 1 shown in FIGS. 1 and 2 mainly in that it has a connecting part 4 that connects the wall part 3 and the fastening part 2. .
That is, the buried member 1 shown in FIGS. 7 and 8 includes a fastening part 2 made of an anchor nut formed in the same shape as that shown in FIGS. 1 and 2, and a wall part 3 made of a round steel pipe. The fastening part 2 is housed in a hollow part 32 inside the. Further, a gap S1 is formed between the fastening part 2 located approximately at the center of the wall part 3 and the cylindrical wall 31.

図7、8に示す接続部4は、略矩形の平板形状に形成した金属板であり、その上面が筒壁31の上端と一致するように配置させて、壁部3に取り付けている。
具体的には、前記接続部4は、四隅の各角部分を前記壁部3の筒壁31の内側形状に対応する形と配置に設けており、各角部分を筒壁31の内周面へ当接させて取り付けている。前記接続部4は筒壁31の内側に圧嵌しており、小さな力では外れないように取り付けている。
また、接続部4の各角部分以外の縁部分と筒壁31との間には隙間部S2が形成されており、この隙間部S2により壁部3の中空部32が接続部4の上方の空間へ連通するように設けている。
The connecting portion 4 shown in FIGS. 7 and 8 is a metal plate formed into a substantially rectangular flat plate shape, and is attached to the wall portion 3 with its upper surface aligned with the upper end of the cylindrical wall 31.
Specifically, each of the four corners of the connecting portion 4 is provided in a shape and arrangement corresponding to the inner shape of the cylindrical wall 31 of the wall portion 3, and each corner portion is provided on the inner circumferential surface of the cylindrical wall 31. It is attached so that it is in contact with the The connecting portion 4 is press-fitted inside the cylindrical wall 31 and is attached so as not to come off with a small force.
Furthermore, a gap S2 is formed between the edge portions of the connecting portion 4 other than the corner portions and the cylindrical wall 31, and this gap S2 allows the hollow portion 32 of the wall portion 3 to be positioned above the connecting portion 4. It is set up so that it communicates with the space.

接続部4の中央には、前記ボルトBの雄ねじ部分を挿通可能な円形の貫通孔41を中央に設けている。
前記貫通孔41は、締結部2の上部の外形よりも小さな大きさに形成しており、図8に示すように、貫通孔41の位置を雌ねじ部21へ一致させて配置させたときに、締結部2の上端を接続部4の下面へ当接可能に設けている。
尚、図8に示す接続部4と締結部2は当接しているだけであり、接着や溶接などによる固定はなされていない。
A circular through hole 41 through which the male threaded portion of the bolt B can be inserted is provided at the center of the connecting portion 4.
The through hole 41 is formed to have a smaller size than the outer shape of the upper part of the fastening part 2, and as shown in FIG. The upper end of the fastening part 2 is provided so as to be able to come into contact with the lower surface of the connecting part 4.
Note that the connecting portion 4 and the fastening portion 2 shown in FIG. 8 are only in contact with each other, and are not fixed by adhesion, welding, or the like.

図9は図7の埋設部材1を設置させる際に用いる施工器具9の一例を示す図である。
図9に示す施工器具9は、磁着部93を備えていない構成のみが、図4に示す前記施工器具9と異なっている。
即ち、図9に示す施工器具9は、基材91の形状を図4に示す前記施工器具9の基材91と同一に形成しており、矩形平板形状の基材91の中央に前記ボルトBの雄ねじ部分を挿通可能な貫通孔92を形成している。
FIG. 9 is a diagram showing an example of the construction tool 9 used when installing the buried member 1 of FIG. 7.
The construction tool 9 shown in FIG. 9 differs from the construction tool 9 shown in FIG. 4 only in that it does not include a magnetic attachment part 93.
That is, the construction tool 9 shown in FIG. 9 has a base material 91 formed in the same shape as the base material 91 of the construction tool 9 shown in FIG. A through-hole 92 is formed through which the male threaded portion can be inserted.

図10は図9の施工器具9を図7の埋設部材1へ取り付けた状態を示す縦断面図である。
図10に示す施工器具9は、図4に示す施工器具9と同様に、貫通孔92へ雄ねじ部分を挿通させたボルトBを雌ねじ部21へ螺結させて、締結部2へ取り付けるように設けている。
また、締結部2の上方に配置させた前記接続部4は、前記ボルトBの雄ねじ部分を貫通孔41に挿通させており、その上面は基材91の下面へ当接させている。即ち、接続部4を取り付けた壁部3も同様に、筒壁31の上端が基材91の下面へ当接する位置に配置される。
FIG. 10 is a longitudinal sectional view showing a state in which the construction tool 9 of FIG. 9 is attached to the buried member 1 of FIG. 7.
Similar to the construction tool 9 shown in FIG. 4, the construction tool 9 shown in FIG. ing.
Further, in the connecting portion 4 disposed above the fastening portion 2, the male threaded portion of the bolt B is inserted into the through hole 41, and its upper surface is brought into contact with the lower surface of the base member 91. That is, the wall portion 3 to which the connecting portion 4 is attached is similarly arranged at a position where the upper end of the cylindrical wall 31 comes into contact with the lower surface of the base material 91.

図5、6に示す前記施工器具9と同様に、図10に示す施工器具9の長手方向両端の下面を設置面Gへ当接させ、埋設部材1を収納させた埋設孔H内に流動状態の充填材Fを流し込み、これが硬化した後にボルトBを螺脱させて施工器具9を取り外すことで、図7に示す前記埋設部材1を埋設孔H内に固定することができる。
また、図10に示すように、施工器具9を取り付けた状態において、壁部3の内側の中空部32と接続部4の上方の空間とが、前記隙間部S2を通じて連通しているので、埋設孔H内に充填材Fを流し込む作業の際に、筒壁31内の中空部32に空気が溜まることなく隙間部S2を通じて外方へ流れ出ていく。このため、締結部2と壁部3との間の隙間部S1に充填材Fを良好に充填させることができる。
Similar to the construction tool 9 shown in FIGS. 5 and 6, the lower surfaces of both longitudinal ends of the construction tool 9 shown in FIG. The buried member 1 shown in FIG. 7 can be fixed in the buried hole H by pouring the filler F and hardening it, unscrewing the bolt B and removing the construction tool 9.
Further, as shown in FIG. 10, when the construction tool 9 is attached, the hollow part 32 inside the wall part 3 and the space above the connecting part 4 communicate with each other through the gap part S2. When pouring the filler F into the hole H, air does not accumulate in the hollow part 32 in the cylindrical wall 31 and flows outward through the gap S2. Therefore, the gap S1 between the fastening portion 2 and the wall portion 3 can be filled with the filler F in a good manner.

図11は図7の埋設部材1を設置させた状態を示す縦断面図である。
図11に示す埋設部材1は、図2に示す前記埋設部材1の設置構造と同様に、充填材Fの上部において壁部3の外側の充填材Fと、壁部3の内側の中空部32内の充填材Fとが筒壁31によって隔てられているので、雌ねじ部21へ接続する構造物からの外力によって締結部2の近傍の充填材Fが破損したときに、生じたひびや割れを筒壁31で遮り、壁部3の外側の充填材Fや設置面Gを構成する部材の損傷を抑制することができる。
即ち、設置面Gの損傷を抑制し、生じる損傷を埋設孔H内の範囲にとどめることで、埋設部材1の復旧をより容易に行うことができる。
尚、図7に示す埋設部材1は、締結部2の下端の縁から筒壁31の下端までを接続する線と、締結部2の雌ねじ部21の軸線に対する垂直面とのなす角度を45度の大きさに設けており、埋設部材1が設置面Gから引き抜かれるようにして脱抜するときに、締結部2の下端を起点として生じる破壊面D1が筒壁31の下端に接続して、筒壁31の外面に沿う破壊面D1の形成を促すように設けている。
FIG. 11 is a longitudinal sectional view showing a state in which the buried member 1 of FIG. 7 is installed.
The buried member 1 shown in FIG. 11 has the same structure as the installation structure of the buried member 1 shown in FIG. Since the inner filler F is separated by the cylindrical wall 31, when the filler F near the fastening part 2 is damaged by an external force from the structure connected to the female threaded part 21, the resulting cracks and cracks can be prevented. It is blocked by the cylindrical wall 31, and damage to the filling material F on the outside of the wall portion 3 and the members constituting the installation surface G can be suppressed.
That is, by suppressing damage to the installation surface G and limiting the damage that occurs within the buried hole H, the buried member 1 can be restored more easily.
In the buried member 1 shown in FIG. 7, the angle between the line connecting the lower edge of the fastening part 2 to the lower end of the cylindrical wall 31 and the vertical plane with respect to the axis of the internally threaded part 21 of the fastening part 2 is 45 degrees. When the buried member 1 is pulled out from the installation surface G, the fracture surface D1 generated starting from the lower end of the fastening portion 2 connects to the lower end of the cylindrical wall 31. It is provided to encourage the formation of a fracture surface D1 along the outer surface of the cylinder wall 31.

図11に示す埋設部材1は、図2に示す前記埋設部材1の設置構造と同様に、壁部3の外側と内側とに充填された充填材Fが筒壁31の下方で界面無く繋がっているので、硬化した充填材Fによって締結部2や壁部3がより強固に固定される。 The buried member 1 shown in FIG. 11 has the same installation structure as the buried member 1 shown in FIG. Therefore, the fastening portion 2 and the wall portion 3 are more firmly fixed by the hardened filler F.

図11に示す埋設部材1は、壁部3に前記接続部4を取り付けているので、貫通孔41へ挿通させたボルトBを雌ねじ部21へ螺結させることで、締結部2と壁部3を接続して、壁部3の中央に締結部2を容易に配置することができる。このため、埋設部材1を埋設孔H内に埋設固定させる作業において、締結部2と壁部3の位置ずれが生じにくく、より容易に設置させることができる。
また、図11に示す埋設部材1は、壁部3へ取り付けた接続部4の下面が充填材Fへ接触するように設けられており、具体的には、下面と外側の縁部分が接触するように充填材Fに埋設させている。
このように接続部4を設けることで、充填材Fと接続部4の接触面積がより大きくなされ、充填材Fの接着の力による接続部4の固定がより強固になされて、埋設部材1を安定して設置させる効果が期待できる。
In the buried member 1 shown in FIG. 11, the connection part 4 is attached to the wall part 3. Therefore, by screwing the bolt B inserted into the through hole 41 into the female thread part 21, the fastening part 2 and the wall part 3 can be connected. The fastening part 2 can be easily placed in the center of the wall part 3 by connecting the two parts. Therefore, in the work of embedding and fixing the embedding member 1 in the embedding hole H, positional displacement between the fastening portion 2 and the wall portion 3 is less likely to occur, and installation can be made easier.
Further, the buried member 1 shown in FIG. 11 is provided so that the lower surface of the connecting portion 4 attached to the wall portion 3 contacts the filler F, and specifically, the lower surface and the outer edge portion contact the filling material F. It is buried in the filler F as shown in FIG.
By providing the connecting portion 4 in this way, the contact area between the filler F and the connecting portion 4 is made larger, and the connecting portion 4 is more firmly fixed by the adhesive force of the filler F, so that the buried member 1 can be fixed more firmly. The effect of stable installation can be expected.

図12は本発明に係る埋設部材1の実施の他の一形態を示す平面図であり、図13は図12のA-A断面図である。
図12、13に示す埋設部材1は、接続部4の上方に接着体5を設けている構成のみが、図7、8に示す前記埋設部材1と異なっている。
即ち、図12、13に示す埋設部材1は、アンカーナットからなる締結部2と、平板形状の接続部4を内側に圧嵌して取り付けた丸形鋼管からなる壁部3を備えており、前記締結部2、接続部4、および壁部3は図7、8に示すものと同一形状に形成している。
FIG. 12 is a plan view showing another embodiment of the buried member 1 according to the present invention, and FIG. 13 is a sectional view taken along the line AA in FIG. 12.
The buried member 1 shown in FIGS. 12 and 13 differs from the buried member 1 shown in FIGS. 7 and 8 only in that an adhesive body 5 is provided above the connecting portion 4.
That is, the buried member 1 shown in FIGS. 12 and 13 includes a fastening part 2 made of an anchor nut, and a wall part 3 made of a round steel pipe into which a flat plate-shaped connecting part 4 is press-fitted. The fastening part 2, the connecting part 4, and the wall part 3 are formed in the same shape as shown in FIGS. 7 and 8.

図12、13に示す接着体5は円形に形成した平板状の金属板であり、その外径の大きさを前記壁部3の外径よりも大きく形成している。
接着体5は、その下面を前記接続部4の上面および壁部3の上端に当接させて、接続部4の上に取り付けている。
また、接着体5は、前記ボルトBの雄ねじ部分を挿通可能な円形の貫通孔51を中央に形成しており、貫通孔51の位置を貫通孔41に一致させて接続部4の上方に取り付けている。
尚、図12、13に示す接着体5の下面は、接続部4や壁部3に当接しているだけであり、接着や溶接などによる固定はなされていない。
The adhesive body 5 shown in FIGS. 12 and 13 is a flat metal plate formed into a circular shape, and its outer diameter is larger than the outer diameter of the wall portion 3.
The adhesive body 5 is attached onto the connecting portion 4 with its lower surface in contact with the upper surface of the connecting portion 4 and the upper end of the wall portion 3 .
Further, the adhesive body 5 has a circular through hole 51 formed in the center through which the male threaded portion of the bolt B can be inserted, and is attached above the connecting portion 4 with the position of the through hole 51 matching the through hole 41. ing.
Note that the lower surface of the adhesive body 5 shown in FIGS. 12 and 13 is only in contact with the connecting portion 4 and the wall portion 3, and is not fixed by adhesion, welding, or the like.

前記接着体5には、円形の貫通孔52を形成している。貫通孔52は、接着体5を接続部4の上方に取り付けた状態において前記各隙間部S2の上方に配置されるように形成しており、接着体5に合計4個設けている。 A circular through hole 52 is formed in the adhesive body 5. The through holes 52 are formed so as to be arranged above each gap S2 when the adhesive body 5 is attached above the connecting portion 4, and a total of four through holes 52 are provided in the adhesive body 5.

図14は図9の施工器具9を図12の埋設部材1へ取り付けた状態を示す縦断面図である。
具体的には、施工器具9の上方に配置したボルトBの雄ねじ部分を、施工器具9の貫通孔92、接着体5の貫通孔51、及び接続部4の貫通孔41へ挿通させて、締結部2の雌ねじ部21へ螺結させており、施工器具9の基材91の下面を接着体5の上面へ当接させている。
FIG. 14 is a longitudinal sectional view showing a state in which the construction tool 9 of FIG. 9 is attached to the buried member 1 of FIG. 12.
Specifically, the male threaded portion of the bolt B placed above the construction tool 9 is inserted into the through hole 92 of the construction tool 9, the through hole 51 of the adhesive body 5, and the through hole 41 of the connecting part 4, and the fastening is performed. It is screwed into the female threaded part 21 of the part 2, and the lower surface of the base material 91 of the construction tool 9 is brought into contact with the upper surface of the adhesive body 5.

図5、6に示す前記施工器具9と同様に、図14に示す施工器具9の長手方向両端の下面を設置面Gへ当接させ、埋設部材1を収納させた埋設孔H内に流動状態の充填材Fを流し込み、これが硬化した後にボルトBを螺脱させて施工器具9を取り外すことで、図14に示す前記埋設部材1を埋設孔H内に固定することができる。
また、図14に示すように、施工器具9を取り付けた状態において、壁部3の内側の中空部32と接着体5の上方の空間とが、前記隙間部S2と貫通孔52を通じて連通しているので、埋設孔H内に充填材Fを流し込む作業の際に、筒壁31内の中空部32に空気が溜まることなく隙間部S2と貫通孔52を通じて外方へ流れ出ていく。このため、締結部2と壁部3との間の隙間部S1に充填材Fを良好に充填させることができる。
Similar to the construction tool 9 shown in FIGS. 5 and 6, the lower surfaces of both longitudinal ends of the construction tool 9 shown in FIG. The buried member 1 shown in FIG. 14 can be fixed in the buried hole H by pouring the filler F, and after it hardens, unscrewing the bolt B and removing the construction tool 9.
Further, as shown in FIG. 14, when the construction tool 9 is attached, the hollow part 32 inside the wall part 3 and the space above the adhesive body 5 communicate with each other through the gap part S2 and the through hole 52. Therefore, when pouring the filler F into the buried hole H, air flows outward through the gap S2 and the through hole 52 without being trapped in the hollow part 32 in the cylindrical wall 31. Therefore, the gap S1 between the fastening portion 2 and the wall portion 3 can be filled with the filler F in a good manner.

図15は図12の埋設部材1を設置させた状態を示す縦断面図である。
図15に示す埋設部材1は、図1、2に示す前記埋設部材1や、図11に示す前記埋設部材1と同様に、充填材Fの上部において締結部材2の近傍の充填材Fと壁部3の外側の充填材Fとを筒壁31によって隔てることで、締結部2の近傍の充填材Fに生じた損傷が設置面Gを構成する部材へおよぶことを抑制できる。即ち、設置面Gの損傷を抑制し、生じる損傷を埋設孔H内の範囲にとどめることで、埋設部材1の復旧をより容易に行うことができる。
また、壁部3の外側と内側の充填材Fが筒壁31の下方で界面無く繋がっているので、硬化した充填材Fによって締結部2や壁部3がより強固に固定される。
尚、図12に示す埋設部材1は、締結部2の下端の縁から筒壁31の下端までを接続する線と、締結部2の雌ねじ部21の軸線に対する垂直面とのなす角度を45度の大きさに設けており、埋設部材1が設置面Gから引き抜かれるようにして脱抜するときに、締結部2の下端を起点として生じる破壊面D1が筒壁31の下端に接続して、筒壁31の外面に沿う破壊面D1の形成を促すように設けている。
FIG. 15 is a longitudinal sectional view showing a state in which the buried member 1 of FIG. 12 is installed.
The buried member 1 shown in FIG. 15 is similar to the buried member 1 shown in FIGS. 1 and 2 and the buried member 1 shown in FIG. By separating the filler material F on the outside of the portion 3 by the cylindrical wall 31, damage caused to the filler material F near the fastening portion 2 can be suppressed from reaching the members constituting the installation surface G. That is, by suppressing damage to the installation surface G and limiting the damage that occurs within the buried hole H, the buried member 1 can be restored more easily.
Moreover, since the filler material F on the outside and inside of the wall portion 3 is connected below the cylindrical wall 31 without an interface, the fastening portion 2 and the wall portion 3 are more firmly fixed by the hardened filler material F.
In addition, the buried member 1 shown in FIG. 12 has an angle of 45 degrees between a line connecting the lower edge of the fastening part 2 to the lower end of the cylinder wall 31 and a plane perpendicular to the axis of the female threaded part 21 of the fastening part 2. When the buried member 1 is pulled out from the installation surface G, the fracture surface D1 generated starting from the lower end of the fastening portion 2 connects to the lower end of the cylindrical wall 31. It is provided to encourage the formation of a fracture surface D1 along the outer surface of the cylinder wall 31.

図15に示す埋設部材1は、接続部4へ取り付けた接着体5の下面が充填材Fへ接触するように設けられており、具体的には、下面と外側の縁部分と貫通孔52の縁部分が接触するように充填材Fに埋設させている。
このように接着体5を設けることで、充填材Fと接着体5の接触面積がより大きくなされ、充填材Fの接着の力による接着体5の固定がより強固になされる。更に接着体5の外径を壁部3の外形よりも大きく設けているので、埋設部材1をより安定して設置させる効果が期待できる。
The buried member 1 shown in FIG. 15 is provided so that the lower surface of the adhesive 5 attached to the connecting portion 4 contacts the filler F. Specifically, the lower surface, the outer edge portion, and the through hole 52 are connected to each other. It is buried in the filler F so that the edge portions are in contact with each other.
By providing the adhesive body 5 in this manner, the contact area between the filler F and the adhesive body 5 is made larger, and the adhesive body 5 is more firmly fixed by the adhesive force of the filler F. Furthermore, since the outer diameter of the adhesive body 5 is set larger than the outer diameter of the wall portion 3, the effect of installing the buried member 1 more stably can be expected.

図16は本発明に係る埋設部材1の実施の他の一形態を示す平面図であり、図17は図16のA-A断面図である。
図16、17に示す埋設部材1は、壁部3と接続部4の形状と、両部材を一体的に形成している構成が、図7、8に示す前記埋設部材1と異なる主な事項である。
即ち、図16、17に示す埋設部材1は、図7、8に示す前記埋設部材1と同様に、アンカーナットからなる締結部2を備えており、この締結部2は図7、8に示す前記埋設部材1の締結部2と同一形状に形成している。
FIG. 16 is a plan view showing another embodiment of the buried member 1 according to the present invention, and FIG. 17 is a sectional view taken along the line AA in FIG. 16.
The buried member 1 shown in FIGS. 16 and 17 differs from the buried member 1 shown in FIGS. 7 and 8 in the shape of the wall portion 3 and the connecting portion 4 and the structure in which both members are integrally formed. It is.
That is, like the buried member 1 shown in FIGS. 7 and 8, the buried member 1 shown in FIGS. 16 and 17 includes a fastening portion 2 made of an anchor nut, and this fastening portion 2 It is formed in the same shape as the fastening part 2 of the buried member 1.

図16、17に示す埋設部材1は、略円板形状に設けた接続部4と、その外縁の全周から下方へ延設させて略円筒形状に形成した筒壁31を備える壁部3とを一体的に形成しており、具体的には、1枚の金属板をプレス加工して前記接続部4と壁部3とを形成している。
前記接続部4は、上下方向に貫通する円形の貫通孔41を中央に配置して形成しており、前記ボルトBの雄ねじ部分を挿通可能な大きさに形成している。
前記貫通孔41は、締結部2の上部の外形よりも小さな大きさに形成しており、図17に示すように、貫通孔41の位置を雌ねじ部21へ一致させて配置させたときに、締結部2の上端が接続部4の下面へ当接するように設けている。
尚、図17に示す接続部4と締結部2は当接しているだけであり、接着や溶接などによる固定はなされていない。
また、前記接続部4には、上下方向に貫通する略扇形の貫通孔42を形成しており、各貫通孔42を前記貫通孔41の周囲に等間隔に配置して合計4個形成している。
The buried member 1 shown in FIGS. 16 and 17 includes a connecting portion 4 provided in a substantially disk shape, and a wall portion 3 including a cylindrical wall 31 extending downward from the entire circumference of the outer edge and formed in a substantially cylindrical shape. Specifically, the connecting portion 4 and the wall portion 3 are formed by pressing a single metal plate.
The connecting portion 4 is formed with a circular through hole 41 disposed in the center that passes through the connecting portion 4 in the vertical direction, and is formed in a size that allows the male threaded portion of the bolt B to be inserted therethrough.
The through hole 41 is formed to have a smaller size than the outer shape of the upper part of the fastening part 2, and as shown in FIG. The upper end of the fastening part 2 is provided so as to come into contact with the lower surface of the connecting part 4.
Note that the connecting portion 4 and the fastening portion 2 shown in FIG. 17 are only in contact with each other, and are not fixed by adhesion, welding, or the like.
Further, the connecting portion 4 is formed with substantially fan-shaped through holes 42 that penetrate in the vertical direction, and each through hole 42 is arranged at equal intervals around the through hole 41, so that a total of four through holes 42 are formed. There is.

前記壁部3は、円筒状の筒壁31の内径を締結部2の外形よりも大きく形成している。即ち、前記壁部3は、図7、8に示す壁部3と同様に、筒壁31の内側中央に締結部2を配置して中空部32内に収納させた状態において、締結部2と筒壁31との間に隙間部S1が形成されるよう設けている。 In the wall portion 3, the inner diameter of the cylindrical wall 31 is larger than the outer diameter of the fastening portion 2. That is, the wall portion 3 is similar to the wall portion 3 shown in FIGS. A gap S1 is formed between the cylinder wall 31 and the cylinder wall 31.

図16、17に示す埋設部材1は、図7、8に示す前記埋設部材1と同様の手順で、図9に示す施工器具9を利用して設置作業を行うことができる。
即ち、前記埋設部材1を設置させる手順は、最初に施工器具9を埋設部材1へ取り付けるものであり、施工器具9の基材91の下面を接続部4の上面へ当接させ、施工器具9の上方に配置したボルトBの雄ねじ部分を基材91の貫通孔92、および接続部4の貫通孔41へ挿通させ、締結部2の雌ねじ部21へ螺結させる。
次に、前記埋設部材1を埋設孔H内に配置させるものであり、施工器具9の長手方向両側の端部を設置面Gへ当接させて、施工器具9へ取り付けた前記埋設部材1を設置面Gの埋設孔H内へ収納させる。このとき、接続部4の上面が設置面Gと面一に配置される。
最後に、埋設部材1を埋設孔H内に固定するものであり、埋設部材1を収納させた埋設孔H内に流動状態の充填材Fを充填させ、硬化させた後に、ボルトBを螺脱させて施工器具9を取り外す。
The buried member 1 shown in FIGS. 16 and 17 can be installed using the construction tool 9 shown in FIG. 9 in the same procedure as the buried member 1 shown in FIGS. 7 and 8.
That is, the procedure for installing the buried member 1 is to first attach the construction tool 9 to the buried member 1. The male threaded portion of the bolt B disposed above is inserted into the through hole 92 of the base material 91 and the through hole 41 of the connecting portion 4, and is screwed into the female threaded portion 21 of the fastening portion 2.
Next, the buried member 1 is placed in the buried hole H, and the buried member 1 attached to the construction tool 9 is brought into contact with the installation surface G with both ends of the construction tool 9 in the longitudinal direction. It is stored in the burial hole H on the installation surface G. At this time, the upper surface of the connecting portion 4 is arranged flush with the installation surface G.
Finally, the buried member 1 is fixed in the buried hole H, and the buried hole H in which the buried member 1 is stored is filled with a fluid filler F, and after hardening, the bolt B is unscrewed. and remove the construction tool 9.

図18は図16の埋設部材1を設置させた状態を示す縦断面図である。
図18に示す埋設部材1は、図11に示す前記埋設部材1と同様に、充填材Fの上部において締結部材2の近傍の充填材Fと壁部3の外側の充填材Fとを筒壁31によって隔てることで、締結部2の近傍の充填材Fに生じた損傷が設置面Gを構成する部材へおよぶことを抑制できる。即ち、設置面Gの損傷を抑制し、生じる損傷を埋設孔H内の範囲にとどめることで、埋設部材1の復旧をより容易に行うことができる。
また、壁部3の外側と内側の充填材Fが筒壁31の下方で界面無く繋がっているので、硬化した充填材Fによって締結部2や壁部3がより強固に固定される。
また、前記埋設部材1は、接続部4の下面や貫通孔42の縁部分が充填材Fへ接触するように設置させているので、充填材Fと貫通孔42の接触面積がより大きくなり、充填材Fの接着の力による接続部4の固定がより強固になされる。換言すると、接続部4と充填材Fとの接触によって、埋設部材1をより安定して設置させる効果が期待できる。
尚、図16に示す埋設部材1は、締結部2の下端の縁から筒壁31の下端までを接続する線と、締結部2の雌ねじ部21の軸線に対する垂直面とのなす角度を45度の大きさに設けており、埋設部材1が設置面Gから引き抜かれるようにして脱抜するときに、締結部2の下端を起点として生じる破壊面D1が筒壁31の下端に接続して、筒壁31の外面に沿う破壊面D1の形成が促されるように設けている。
FIG. 18 is a longitudinal sectional view showing a state in which the buried member 1 of FIG. 16 is installed.
Similar to the buried member 1 shown in FIG. 11, the buried member 1 shown in FIG. 31, it is possible to prevent damage caused to the filler F near the fastening portion 2 from reaching the members constituting the installation surface G. That is, by suppressing damage to the installation surface G and limiting the damage that occurs within the buried hole H, the buried member 1 can be restored more easily.
Moreover, since the filler material F on the outside and inside of the wall portion 3 is connected below the cylindrical wall 31 without an interface, the fastening portion 2 and the wall portion 3 are more firmly fixed by the hardened filler material F.
In addition, since the buried member 1 is installed so that the lower surface of the connecting portion 4 and the edge of the through hole 42 contact the filler F, the contact area between the filler F and the through hole 42 becomes larger. The connection portion 4 is more firmly fixed by the adhesive force of the filler F. In other words, the contact between the connecting portion 4 and the filler F can be expected to have the effect of more stably installing the buried member 1.
In the buried member 1 shown in FIG. 16, the angle between the line connecting the lower edge of the fastening part 2 to the lower end of the cylindrical wall 31 and the vertical plane with respect to the axis of the female screw part 21 of the fastening part 2 is 45 degrees. When the buried member 1 is pulled out from the installation surface G, the fracture surface D1 generated starting from the lower end of the fastening portion 2 connects to the lower end of the cylindrical wall 31. It is provided so that the formation of a fracture surface D1 along the outer surface of the cylinder wall 31 is promoted.

図19は本発明に係る埋設部材1の実施の他の一形態を示す平面図であり、図20は図19のA-A断面図である。図19、20に示す埋設部材1は、壁部3と締結部2とを接続する接続部4を有している構成と、この接続部4を取り付けるための係合部24を締結部2に形成している構成とが、図1、2に示す前記埋設部材1と異なる主な事項である。
即ち、図19、20に示す埋設部材1は、アンカーナットからなる締結部2と、丸形鋼管からなる壁部3とを備え、筒壁31の内側の中空部32内に締結部2を収納させている。また、壁部3の略中央に配置させた締結部2と筒壁31との間に、隙間部S1が形成されるよう設けている。
FIG. 19 is a plan view showing another embodiment of the buried member 1 according to the present invention, and FIG. 20 is a sectional view taken along the line AA in FIG. 19. The buried member 1 shown in FIGS. 19 and 20 has a configuration that has a connecting part 4 that connects a wall part 3 and a fastening part 2, and an engaging part 24 for attaching this connecting part 4 to the fastening part 2. The main difference from the buried member 1 shown in FIGS. 1 and 2 is the configuration.
That is, the buried member 1 shown in FIGS. 19 and 20 includes a fastening part 2 made of an anchor nut and a wall part 3 made of a round steel pipe, and the fastening part 2 is housed in a hollow part 32 inside a cylindrical wall 31. I'm letting you do it. Further, a gap S1 is formed between the fastening part 2 located approximately at the center of the wall part 3 and the cylindrical wall 31.

前記壁部3は、締結部2へ取り付けた接続部4を介して締結部2へ接続している。
接続部4は、締結部2へ係合する係合部44と、係合部44から外側へ突出する支持部45を備えており、前記係合部44を締結部2の係合部24へ係合させて締結部2へ取り付けている。
The wall portion 3 is connected to the fastening portion 2 via a connecting portion 4 attached to the fastening portion 2.
The connecting portion 4 includes an engaging portion 44 that engages with the fastening portion 2 and a support portion 45 that projects outward from the engaging portion 44, and connects the engaging portion 44 to the engaging portion 24 of the fastening portion 2. It is engaged and attached to the fastening part 2.

図21は図19の締結部を示す、(イ)は平面図であり、(ロ)は正面図である。
締結部2は、前記雌ねじ部21が上方に開口する有底筒状のアンカーナットであり、下方に至るほど外径が拡径する傾斜部23を下部に形成し、傾斜部23の上方は外径を一定に設けた形状に形成している。
前記接続部4を取り付ける係合部24は、締結部2の下部の外面に形成しており、前記傾斜部23の形成位置に設けている。
前記係合部24は、外径を略一定に形成した挿入部24bと、挿入部24bの下端から外側へ外径が大きく拡径する段形状に形成した段部24aとを備えている。
尚、図21に示す締結部2の係合部24は、挿入部24bの外径が下方より上方が若干小さくなされているが、挿入部24bの全体に亘って外径の大きさを同一に設けても良い。
21 shows the fastening portion of FIG. 19, (A) is a plan view, and (B) is a front view.
The fastening part 2 is a cylindrical anchor nut with a bottom in which the female threaded part 21 opens upward, and a sloped part 23 whose outer diameter increases toward the bottom is formed at the lower part. It is formed into a shape with a constant diameter.
The engaging part 24 to which the connecting part 4 is attached is formed on the outer surface of the lower part of the fastening part 2, and is provided at the position where the inclined part 23 is formed.
The engaging portion 24 includes an insertion portion 24b having a substantially constant outer diameter, and a step portion 24a having a stepped portion whose outer diameter increases outward from the lower end of the insertion portion 24b.
In addition, in the engagement part 24 of the fastening part 2 shown in FIG. 21, the outer diameter of the insertion part 24b is made slightly smaller at the top than at the bottom, but the outer diameter is the same throughout the entire insertion part 24b. It may be provided.

図22は図15の接続部4を示す平面図であり、図23は図22のA-A断面図である。
接続部4は、締結部2の前記係合部24へ係合可能な略円筒形状の係合部44を備えており、係合部44は前記挿入部24bを内側へ挿入可能に設けている。具体的には、係合部44は、内側面44bを挿入部24bの外側形状に対応する形に設け、下端44aを平面状に形成している。
このように設けた係合部44を締結部2の係合部24へ係合させたとき、下端44bが段部24aへ当接すると共に、内側面44aが挿入部24aの外面へ当接し、接続部4と締結部2の位置ずれを防止する。
22 is a plan view showing the connecting portion 4 of FIG. 15, and FIG. 23 is a sectional view taken along line AA of FIG. 22.
The connecting part 4 includes a substantially cylindrical engaging part 44 that can be engaged with the engaging part 24 of the fastening part 2, and the engaging part 44 is provided so that the inserting part 24b can be inserted into the engaging part 44. . Specifically, the engaging portion 44 has an inner surface 44b formed in a shape corresponding to the outer shape of the insertion portion 24b, and a lower end 44a formed in a planar shape.
When the engaging portion 44 provided in this manner is engaged with the engaging portion 24 of the fastening portion 2, the lower end 44b comes into contact with the stepped portion 24a, and the inner surface 44a comes into contact with the outer surface of the insertion portion 24a, thereby establishing the connection. This prevents misalignment between the portion 4 and the fastening portion 2.

接続部4の支持部45は、略平板状に形成して前記係合部44の外側面から外方へ突出するように設けており、突出する先端部分に壁部3の下端を取り付ける当接部46を形成している。
当接部46は、上面が上方向へ向かうように形成された段部46bと、段部46bの径方向内側から上方へ垂直に突出する挿入突部46bとを備えている。
支持部45は、略円筒形状に形成した係合部44の周方向へ等間隔に3個配置して形成しており、各支持部45に形成した各当接部46を筒壁31の下端の形状に対応する位置に配置させている。
このように設けた各当接部46へ壁部3の下端を取り付けたとき、図20に示すように、各段部46aが筒壁31の下端へそれぞれ当接すると共に、挿入突部46bが筒壁31の内側面へ当接して筒壁31の位置ずれを防止し、壁部3を安定的に支持する。
The support portion 45 of the connecting portion 4 is formed into a substantially flat plate shape and is provided so as to protrude outward from the outer surface of the engaging portion 44, and is an abutment for attaching the lower end of the wall portion 3 to the protruding tip portion. A portion 46 is formed.
The contact portion 46 includes a stepped portion 46b whose upper surface faces upward, and an insertion protrusion 46b that vertically projects upward from the radially inner side of the stepped portion 46b.
The support parts 45 are formed by arranging three of them at equal intervals in the circumferential direction of the engagement part 44 formed in a substantially cylindrical shape, and each contact part 46 formed on each support part 45 is connected to the lower end of the cylinder wall 31. It is placed at a position corresponding to the shape of.
When the lower end of the wall portion 3 is attached to each of the abutting portions 46 provided in this manner, each step portion 46a abuts the lower end of the cylindrical wall 31, and the insertion protrusion 46b is inserted into the cylindrical wall 31, as shown in FIG. It comes into contact with the inner surface of the wall 31 to prevent displacement of the cylindrical wall 31 and stably support the wall portion 3.

前記接続部4を介して締結部2と壁部3とが接続する前記埋設部材1は、図20に示すように、筒壁31の上端の上下方向の位置が締結部2の上端と一致するように配置される。
前記埋設部材1は、図9に示す施工器具9を利用して設置させることができる。
図9の施工器具9を利用して行う埋設部材1の設置の手順は、最初に施工器具9を埋設部材1へ取り付けるものであり、施工器具9の基材91の下面を筒壁31及び締結部2の各上端へ当接させ、施工器具9の上方に配置したボルトBの雄ねじ部分を基材91の貫通孔92へ挿通させて、締結部2の雌ねじ部21へ螺結させる。
次に、前記埋設部材1を埋設孔H内に配置させるものであり、施工器具9の長手方向両側の端部を設置面Gへ当接させて、施工器具9へ取り付けた前記埋設部材1を設置面Gの埋設孔H内へ収納させる。このとき、締結部2と筒壁31の各上端がそれぞれ設置面Gと面一に配置される。
最後に、埋設部材1を埋設孔H内に固定するものであり、埋設部材1を収納させた埋設孔H内に流動状態の充填材Fを充填させ、硬化させた後に、ボルトBを螺脱させて施工器具9を取り外す。
As shown in FIG. 20, in the buried member 1 in which the fastening part 2 and the wall part 3 are connected via the connecting part 4, the vertical position of the upper end of the cylindrical wall 31 coincides with the upper end of the fastening part 2. It is arranged like this.
The buried member 1 can be installed using a construction tool 9 shown in FIG.
The procedure for installing the buried member 1 using the construction tool 9 shown in FIG. The male threaded portion of the bolt B, which is placed in contact with each upper end of the portion 2 and placed above the construction tool 9, is inserted into the through hole 92 of the base material 91 and screwed into the female threaded portion 21 of the fastening portion 2.
Next, the buried member 1 is placed in the buried hole H, and the buried member 1 attached to the construction tool 9 is brought into contact with the installation surface G with both ends of the construction tool 9 in the longitudinal direction. It is stored in the burial hole H on the installation surface G. At this time, the upper ends of the fastening portion 2 and the cylindrical wall 31 are arranged flush with the installation surface G, respectively.
Finally, the buried member 1 is fixed in the buried hole H, and the buried hole H in which the buried member 1 is stored is filled with a fluid filler F, and after hardening, the bolt B is unscrewed. and remove the construction tool 9.

図24は図19の埋設部材1を設置させた状態を示す縦断面図である。
図24に示す埋設部材1は、図1、2に示す前記埋設部材1と同様に、充填材Fの上部において締結部材2の近傍の充填材Fと壁部3の外側の充填材Fとを筒壁31によって隔てることで、締結部2の近傍の充填材Fに生じた損傷が設置面Gを構成する部材へおよぶことを抑制できる。即ち、設置面Gの損傷を抑制し、生じる損傷を埋設孔H内の範囲にとどめることで、埋設部材1の復旧をより容易に行うことができる。
また、壁部3の外側と内側の充填材Fが筒壁31の下方で界面無く繋がっているので、硬化した充填材Fによって締結部2や壁部3がより強固に固定される。
また、前記埋設部材1は、接続部4の全体が充填材Fの内部に埋設するように設置させているので、充填材Fによる接続部4の固定が非常に強固になされる。換言すると、接続部4と充填材Fとの接触によって、埋設部材1をより安定して設置させる効果が期待できる。
尚、図19に示す埋設部材1は、締結部2の下端の縁から筒壁31の下端までを接続する線と、締結部2の雌ねじ部21の軸線に対する垂直面とのなす角度を45度の大きさに設けており、埋設部材1が設置面Gから引き抜かれるようにして脱抜するときに、締結部2の下端を起点として生じる破壊面D1が筒壁31の下端に接続して、筒壁31の外面に沿う破壊面D1の形成が促されるように設けている。
FIG. 24 is a longitudinal sectional view showing a state in which the buried member 1 of FIG. 19 is installed.
Similar to the buried member 1 shown in FIGS. 1 and 2, the buried member 1 shown in FIG. By separating them with the cylindrical wall 31, damage caused to the filler F near the fastening portion 2 can be suppressed from reaching the members constituting the installation surface G. That is, by suppressing damage to the installation surface G and limiting the damage that occurs within the buried hole H, the buried member 1 can be restored more easily.
Moreover, since the filler material F on the outside and inside of the wall portion 3 is connected below the cylindrical wall 31 without an interface, the fastening portion 2 and the wall portion 3 are more firmly fixed by the hardened filler material F.
Furthermore, since the buried member 1 is installed so that the entire connecting portion 4 is buried inside the filler F, the connecting portion 4 is very firmly fixed by the filler F. In other words, the contact between the connecting portion 4 and the filler F can be expected to have the effect of more stably installing the buried member 1.
In the buried member 1 shown in FIG. 19, the angle between the line connecting the lower edge of the fastening part 2 to the lower end of the cylindrical wall 31 and the perpendicular plane to the axis of the female threaded part 21 of the fastening part 2 is 45 degrees. When the buried member 1 is pulled out from the installation surface G, the fracture surface D1 generated starting from the lower end of the fastening portion 2 connects to the lower end of the cylindrical wall 31. It is provided so that the formation of a fracture surface D1 along the outer surface of the cylinder wall 31 is promoted.

尚、本発明に係る埋設部材1は、上記実施形態に限定されるものではなく、本発明の要旨を逸脱しない範囲で種々の変更が可能である。
例えば、前記埋設部材1の備える壁部3は円筒形状に形成しているが、これに限るものではなく、矩形筒型や楕円形筒型など、円筒以外の形状に形成してもよい。
また、前記壁部3は、筒壁31を全周に亘って備える断面円形形状に形成しているが、筒壁の一部に貫通孔を形成した形状や、断面Cの字形状のような筒壁の一部が欠けた形状に形成してもよい。しかしながら、締結部2の近傍の充填材Fに生じた損傷を筒壁31によって壁部3の外側へおよぶのを抑制するという効果をより大きく得るために、前記各壁部3のように、筒壁31を全周に亘って備える筒形状に形成するのが好ましい。
また、前記壁部3は丸形鋼管で形成しているが、その材質は鉄に限るものではなく、アルミニウムなどの非鉄金属や、ポリエチレン樹脂などの軟質又は硬質の合成樹脂や、ほかの材料などを選択又は組み合わせて利用することができる。
Note that the buried member 1 according to the present invention is not limited to the above embodiment, and various changes can be made without departing from the gist of the present invention.
For example, although the wall portion 3 of the buried member 1 is formed in a cylindrical shape, it is not limited to this, and may be formed in a shape other than a cylinder, such as a rectangular tube shape or an elliptical tube shape.
Further, the wall portion 3 is formed to have a circular cross section including a cylinder wall 31 all around the circumference, but it may also have a shape in which a through hole is formed in a part of the cylinder wall or a C-shaped cross section. It may be formed in a shape in which a part of the cylinder wall is missing. However, in order to obtain a greater effect of suppressing the damage caused to the filler F in the vicinity of the fastening portion 2 from spreading to the outside of the wall portion 3 by the cylinder wall 31, the cylinder wall 31 is It is preferable to form the wall 31 into a cylindrical shape having the entire circumference.
Furthermore, although the wall portion 3 is formed of a round steel pipe, its material is not limited to iron, but may be made of non-ferrous metals such as aluminum, soft or hard synthetic resins such as polyethylene resin, or other materials. can be selected or used in combination.

また、前記埋設部材1は、壁部3の筒壁31の下端全体を締結部2の下端よりも上方に位置させているが、これに限るものではなく、筒壁31の下端を締結部2よりも下方に位置してもよい。しかしながら、埋設孔Hの深さが浅い場合でも壁部3の外側と内側の充填材Fを筒壁31の下方で界面無く接続しやすいことから、筒壁31の下端の少なくとも一部を締結部2よりも上方に位置させるのが好ましく、前記埋設部材1のように筒壁31の下端全部を締結部2よりも上方に位置させるのがより好ましい。 Further, in the buried member 1, the entire lower end of the cylindrical wall 31 of the wall portion 3 is located above the lower end of the fastening portion 2, but the present invention is not limited to this. It may be located below. However, even if the depth of the buried hole H is shallow, it is easy to connect the filler F on the outside and inside of the wall 3 without an interface below the cylindrical wall 31, so at least a part of the lower end of the cylindrical wall 31 is connected to the fastening section. 2, and more preferably, the entire lower end of the cylindrical wall 31 is located above the fastening portion 2, as in the buried member 1.

図27は本発明に係る埋設部材1の実施の他の一形態を示す斜視図であり、図28は図27の平面図であり、図29は図28のA-A断面図である。
図27~29に示す埋設部材1は接続部4の形状が、図16、17に示す前記埋設部材1の壁部3と異なる主な事項である。
即ち、図27~29に示す埋設部材1は、図16、17に示す前記埋設部材1と同様に、アンカーナットからなる締結部2を備えており、この締結部2は図16、17に示す前記埋設部材1の締結部2と同一形状に形成している。
FIG. 27 is a perspective view showing another embodiment of the buried member 1 according to the present invention, FIG. 28 is a plan view of FIG. 27, and FIG. 29 is a sectional view taken along line AA of FIG. 28.
The main difference between the buried member 1 shown in FIGS. 27 to 29 and the wall portion 3 of the buried member 1 shown in FIGS. 16 and 17 is the shape of the connecting portion 4.
That is, like the buried member 1 shown in FIGS. 16 and 17, the buried member 1 shown in FIGS. It is formed in the same shape as the fastening part 2 of the buried member 1.

また、図27~29に示す埋設部材1は、図16、17に示す前記埋設部材1と同様に、略円板形状に設けた接続部4と、その外縁の全周から下方へ延設させて略円筒形状に形成した筒壁31を備える壁部3とを一体的に形成しており、具体的には、1枚の金属板をプレス加工して前記接続部4と壁部3とを形成している。
前記接続部4は、上下方向に貫通する円形の貫通孔41を中央に配置して形成しており、前記ボルトBの雄ねじ部分を挿通可能な大きさに形成している。
前記貫通孔41は、締結部2の上部の外形よりも小さな大きさに形成しており、図29に示すように、貫通孔41の位置を雌ねじ部21へ一致させて配置させたときに、締結部2の上端が接続部4の下面へ当接するように設けている。
尚、図29に示す接続部4と締結部2は当接しているだけであり、接着や溶接などによる固定はなされていない。
Further, the buried member 1 shown in FIGS. 27 to 29 has a connecting portion 4 provided in a substantially disk shape and a connecting portion 4 extending downward from the entire circumference of the outer edge, similar to the buried member 1 shown in FIGS. 16 and 17. The connecting portion 4 and the wall portion 3 having a cylindrical wall 31 formed into a substantially cylindrical shape are integrally formed. Specifically, the connecting portion 4 and the wall portion 3 are formed by pressing a single metal plate. is forming.
The connecting portion 4 is formed with a circular through hole 41 disposed in the center that passes through the connecting portion 4 in the vertical direction, and is formed in a size that allows the male threaded portion of the bolt B to be inserted therethrough.
The through hole 41 is formed to have a smaller size than the outer shape of the upper part of the fastening part 2, and as shown in FIG. The upper end of the fastening part 2 is provided so as to come into contact with the lower surface of the connecting part 4.
Note that the connecting portion 4 and the fastening portion 2 shown in FIG. 29 are only in contact with each other, and are not fixed by adhesion, welding, or the like.

また、図27~29に示す埋設部材1は、図16、17に示す前記埋設部材1と同様に、円筒状に設けた壁部3の筒壁31の内径を締結部2の外形よりも大きく形成している。即ち、前記壁部3は、図16、17に示す壁部3と同様に、筒壁31の内側中央に締結部2を配置して中空部32内に収納させた状態において、締結部2と筒壁31との間に隙間部S1が形成されるよう設けている。 Further, in the buried member 1 shown in FIGS. 27 to 29, the inner diameter of the cylindrical wall 31 of the wall portion 3 provided in a cylindrical shape is larger than the outer diameter of the fastening portion 2, similarly to the buried member 1 shown in FIGS. 16 and 17. is forming. That is, the wall portion 3 is similar to the wall portion 3 shown in FIGS. A gap S1 is formed between the cylinder wall 31 and the cylinder wall 31.

前記接続部4には、上下方向に貫通する略半円形の貫通孔42を形成しており、各貫通孔42を前記貫通孔41の周囲に等間隔に配置して合計2個形成している。
また、前記接続部4には接続部4の他の部分よりも厚みが小さな薄肉状に設けた破断部43を形成している。図30は図29の接続部4の破断部43を拡大して示す図である。破断部43は、接続部4に設けた切欠き状の部位であり、接続部4の全幅に亘って上面と下面とがそれぞれ内側へ窪む溝状に形成している。
破断部43は、壁部3と接続部4とを一体的に形成するプレス加工の際に接続部4に形成している。
A substantially semicircular through hole 42 passing through the connecting portion 4 in the vertical direction is formed, and each through hole 42 is arranged at equal intervals around the through hole 41, so that a total of two through holes 42 are formed. .
Further, the connecting portion 4 is formed with a thin broken portion 43 that is smaller in thickness than other portions of the connecting portion 4 . FIG. 30 is an enlarged view showing the broken portion 43 of the connecting portion 4 in FIG. 29. As shown in FIG. The breaking portion 43 is a notch-like portion provided in the connecting portion 4, and is formed in the shape of a groove whose upper surface and lower surface are respectively recessed inwardly over the entire width of the connecting portion 4.
The broken portion 43 is formed in the connecting portion 4 during press working to integrally form the wall portion 3 and the connecting portion 4.

図27~29に示す埋設部材1は、図16、17に示す前記埋設部材1と同様の手順で、設置作業を行うことができる。
即ち、前記埋設部材1を設置させる手順は、最初に施工器具9を埋設部材1へ取り付けるものであり、施工器具9の基材91の下面を接続部4の上面へ当接させ、施工器具9の上方に配置したボルトBの雄ねじ部分を基材91の貫通孔92、および接続部4の貫通孔41へ挿通させ、締結部2の雌ねじ部21へ螺結させる。
次に、前記埋設部材1を埋設孔H内に配置させるものであり、施工器具9の長手方向両側の端部を設置面Gへ当接させて、施工器具9へ取り付けた前記埋設部材1を設置面Gの埋設孔H内へ収納させる。このとき、接続部4の上面が設置面Gと面一に配置される。
最後に、埋設部材1を埋設孔H内に固定するものであり、埋設部材1を収納させた埋設孔H内に流動状態の充填材Fを充填させ、硬化させた後に、ボルトBを螺脱させて施工器具9を取り外す。
The buried member 1 shown in FIGS. 27 to 29 can be installed in the same manner as the buried member 1 shown in FIGS. 16 and 17.
That is, the procedure for installing the buried member 1 is to first attach the construction tool 9 to the buried member 1. The male threaded portion of the bolt B disposed above is inserted into the through hole 92 of the base material 91 and the through hole 41 of the connecting portion 4, and is screwed into the female threaded portion 21 of the fastening portion 2.
Next, the buried member 1 is placed in the buried hole H, and the buried member 1 attached to the construction tool 9 is brought into contact with the installation surface G with both ends of the construction tool 9 in the longitudinal direction. It is stored in the burial hole H on the installation surface G. At this time, the upper surface of the connecting portion 4 is arranged flush with the installation surface G.
Finally, the buried member 1 is fixed in the buried hole H, and the buried hole H in which the buried member 1 is stored is filled with a fluid filler F, and after hardening, the bolt B is unscrewed. and remove the construction tool 9.

図31は図27の埋設部材1を設置させた状態を示す縦断面図である。
図31に示す埋設部材1は、図16、17に示す前記埋設部材1と同様に、充填材Fの上部において締結部材2の近傍の充填材Fと壁部3の外側の充填材Fとを筒壁31によって隔てることで、締結部2の近傍の充填材Fに生じた損傷が設置面Gを構成する部材へおよぶことを抑制できる。即ち、設置面Gの損傷を抑制し、生じる損傷を埋設孔H内の範囲にとどめることで、埋設部材1の復旧をより容易に行うことができる。
また、壁部3の外側と内側の充填材Fが筒壁31の下方で界面無く繋がっているので、硬化した充填材Fによって締結部2や壁部3がより強固に固定される。
また、前記埋設部材1は、接続部4の下面や貫通孔42の縁部分が充填材Fへ接触するように設置させているので、充填材Fと貫通孔42の接触面積がより大きくなり、充填材Fの接着の力による接続部4の固定がより強固になされる。換言すると、接続部4と充填材Fとの接触によって、埋設部材1をより安定して設置させる効果が期待できる。
尚、図31に示す埋設部材1は、締結部2の下端の縁から筒壁31の下端までを接続する線と、締結部2の雌ねじ部21の軸線に対する垂直面とのなす角度を40度の大きさに設けており、埋設部材1が設置面Gから引き抜かれるようにして脱抜するときに、締結部2の下端を起点として生じる破壊面D1が筒壁31の下端に接続して、筒壁31の外面に沿う破壊面D1の形成が促されるように設けている。
FIG. 31 is a longitudinal sectional view showing a state in which the buried member 1 of FIG. 27 is installed.
Similar to the buried member 1 shown in FIGS. 16 and 17, the buried member 1 shown in FIG. By separating them with the cylindrical wall 31, damage caused to the filler F near the fastening portion 2 can be suppressed from reaching the members constituting the installation surface G. That is, by suppressing damage to the installation surface G and limiting the damage that occurs within the buried hole H, the buried member 1 can be restored more easily.
Moreover, since the filler material F on the outside and inside of the wall portion 3 is connected below the cylindrical wall 31 without an interface, the fastening portion 2 and the wall portion 3 are more firmly fixed by the hardened filler material F.
In addition, since the buried member 1 is installed so that the lower surface of the connecting portion 4 and the edge of the through hole 42 contact the filler F, the contact area between the filler F and the through hole 42 becomes larger. The connection portion 4 is more firmly fixed by the adhesive force of the filler F. In other words, the contact between the connecting portion 4 and the filler F can be expected to have the effect of more stably installing the buried member 1.
In the buried member 1 shown in FIG. 31, the angle between the line connecting the lower edge of the fastening part 2 to the lower end of the cylindrical wall 31 and the perpendicular plane to the axis of the female screw part 21 of the fastening part 2 is 40 degrees. When the buried member 1 is pulled out from the installation surface G, the fracture surface D1 generated starting from the lower end of the fastening portion 2 connects to the lower end of the cylindrical wall 31. It is provided so that the formation of a fracture surface D1 along the outer surface of the cylinder wall 31 is promoted.

また、図31に示す埋設部材1は、接続部4に前記破断部43を形成することで、締結部2を利用して設置させた構造物が大きな外力を受けたときに、前記破断部43を形成した位置で接続部4が破断し、接続部4を介して締結部2から壁部3へ伝達される力を低減させることができる。このように壁部3へ加えられる力を低減させることで、壁部3の外側の充填材Fや設置面Gを構成する部材の損傷をより効果的に抑制することができる。 Moreover, the buried member 1 shown in FIG. 31 has the breaking part 43 formed in the connecting part 4, so that when a structure installed using the fastening part 2 receives a large external force, the breaking part 43 The connecting portion 4 is broken at the position where the connecting portion 4 is formed, and the force transmitted from the fastening portion 2 to the wall portion 3 via the connecting portion 4 can be reduced. By reducing the force applied to the wall portion 3 in this manner, damage to the filling material F on the outside of the wall portion 3 and the members constituting the installation surface G can be more effectively suppressed.

図31に示す埋設部材1の破断部43は、図27~30に示すように、接続部4を切欠き状に設けて薄肉状に形成しているが、これに限るものではなく、外力が加えられたときに接続部4を破断部43で破断することができる他の形態に形成してもよい。例えば、接続部4を切欠き状に設けて、その幅の大きさを小さく設けた幅狭状に破断部43を形成してもよく、接続部4を切欠き状に設けた孔状に破断部43を形成してもよい。 As shown in FIGS. 27 to 30, the fractured part 43 of the buried member 1 shown in FIG. It is also possible to form the connecting part 4 in other forms that allow it to break at the breaking part 43 when applied. For example, the connecting portion 4 may be provided in the shape of a notch, and the broken portion 43 may be formed in a narrow shape with a small width, or the connecting portion 4 may be broken in the shape of a hole provided in the notch shape. A section 43 may also be formed.

1 埋設部材
2 締結部
21 雌ねじ部
23 傾斜部
24 係合部
3 壁部
31 筒壁
32 中空部
4 接続部
41 貫通孔
42 貫通孔
43 破断部
44 係合部
45 支持部
46 当接部
5 接着体
51 貫通孔
52 貫通孔
9 施工器具
91 基材
92 貫通孔
93 磁着部
B ボルト
F 充填材
G 設置面
H 埋設孔
S1 隙間部
S2 隙間部

1 Buried member 2 Fastening section 21 Female thread section 23 Inclined section 24 Engagement section 3 Wall section 31 Cylindrical wall 32 Hollow section 4 Connection section 41 Through hole 42 Through hole 43 Broken section 44 Engagement section 45 Support section 46 Contact section 5 Adhesion Body 51 Through hole 52 Through hole 9 Construction tool 91 Base material 92 Through hole 93 Magnetic attachment part B Bolt F Filler G Installation surface H Buried hole S1 Gap part S2 Gap part

Claims (4)

設置面に形成された埋設孔内に配置され、該埋設孔内に充填された後に固化する充填材によって前記埋設孔内に固定される埋設部材であって、
前記埋設部材は雄ねじ部又は雌ねじ部を備える締結部と、該締結部の外側に配置される壁部とを備え、
前記壁部は筒状に形成され、該壁部の内側に前記締結部が収納されて該締結部の外側面と前記壁部の内側面との間に隙間部が形成されており、
前記壁部の上端の高さ位置が前記設置面と略一致するように配置可能に設けられると共に、該壁部の下端が前記締結部の下端よりも上方に位置するように形成されていることを特徴とする埋設部材。
A buried member that is placed in a buried hole formed on an installation surface and fixed in the buried hole by a filler that solidifies after being filled in the buried hole,
The buried member includes a fastening part having a male threaded part or a female threaded part, and a wall part disposed outside the fastening part,
The wall portion is formed in a cylindrical shape, the fastening portion is housed inside the wall portion, and a gap is formed between an outer surface of the fastening portion and an inner surface of the wall portion,
The wall is arranged so that the height of the upper end of the wall substantially matches the installation surface, and the lower end of the wall is located above the lower end of the fastening part. A buried component characterized by:
前記締結部と前記壁部を接続する接続部を備え、該接続部の少なくとも一部が前記充填材内に埋設されるように設けられていることを特徴とする請求項1に記載の埋設部材。 The buried member according to claim 1, further comprising a connecting portion that connects the fastening portion and the wall portion, and at least a portion of the connecting portion is provided to be buried within the filler. . 前記接続部は前記壁部と一体的に形成されており、前記接続部には切欠き状に設けた破断部が形成されていることを特徴とする請求項2に記載の埋設部材。 3. The buried member according to claim 2, wherein the connecting portion is formed integrally with the wall portion, and the connecting portion is provided with a cutout-like broken portion. 設置面に形成された埋設孔内に配置され、該埋設孔内に充填された後に固化した充填材によって前記埋設孔内に固定された埋設部材の設置構造であって、
前記埋設部材は雄ねじ部又は雌ねじ部を備える締結部と、該締結部の外側に配置される壁部とを備え、
前記壁部は筒状に形成され、該壁部の内側に前記締結部が収納されて該締結部の外側面と前記壁部の内側面との間に隙間部が形成されており、
前記壁部の上端の高さ位置が前記設置面と略一致するように配置されると共に、該壁部の下端が前記締結部の下端よりも上方に位置するように配置されて、前記壁部の外側に充填された前記充填材が該壁部の下方を通じて前記隙間部内に充填されていることを特徴とする埋設部材の設置構造。

An installation structure for a buried member placed in a buried hole formed on an installation surface and fixed in the buried hole by a filler that is solidified after being filled in the buried hole,
The buried member includes a fastening part having a male threaded part or a female threaded part, and a wall part disposed outside the fastening part,
The wall portion is formed in a cylindrical shape, the fastening portion is housed inside the wall portion, and a gap is formed between an outer surface of the fastening portion and an inner surface of the wall portion,
The wall portion is arranged such that the height position of the upper end thereof substantially coincides with the installation surface, and the lower end of the wall portion is arranged above the lower end of the fastening portion. An installation structure for a buried member, characterized in that the filling material filled on the outside of the wall is filled into the gap through the lower part of the wall.

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Publication number Priority date Publication date Assignee Title
JP2009046843A (en) 2007-08-17 2009-03-05 Misumi Tokushu:Kk Method for drilling bottomed hole in surface layer part of concrete, and anchor fitting for use in operation of drilling bottomed hole
JP2013194504A (en) 2012-03-21 2013-09-30 Sanyo Co Ltd Fixing metal fitting for mooring and attachment construction method of the same
JP2015218528A (en) 2014-05-20 2015-12-07 積水樹脂株式会社 Installation structure of sign post

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009046843A (en) 2007-08-17 2009-03-05 Misumi Tokushu:Kk Method for drilling bottomed hole in surface layer part of concrete, and anchor fitting for use in operation of drilling bottomed hole
JP2013194504A (en) 2012-03-21 2013-09-30 Sanyo Co Ltd Fixing metal fitting for mooring and attachment construction method of the same
JP2015218528A (en) 2014-05-20 2015-12-07 積水樹脂株式会社 Installation structure of sign post

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