JP2005163356A - Wall surface block and connecting metal fitting mounting method of wall surface block - Google Patents

Wall surface block and connecting metal fitting mounting method of wall surface block Download PDF

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JP2005163356A
JP2005163356A JP2003402698A JP2003402698A JP2005163356A JP 2005163356 A JP2005163356 A JP 2005163356A JP 2003402698 A JP2003402698 A JP 2003402698A JP 2003402698 A JP2003402698 A JP 2003402698A JP 2005163356 A JP2005163356 A JP 2005163356A
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hole
bolt
wall
wall material
block
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Kazuko Abe
和子 安部
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a wall surface block and a connecting metal fitting mounting method of the wall surface block, which solve such a problem that blocks can't be piled up by inserting reinforcement into the blocks like concrete blocks because a long penetration hole for inserting the reinforcement into the blocks can't be made in a natural stone block. <P>SOLUTION: A penetration hole 3 with a short length is bored in an upper end on the same axis toward the inside from an upper end face and a lower end face of a natural stone block 1, and a recess section 4 communicated between inside deep ends of the penetration hole 3 is made in the back of the block to make it easy to make the penetration hole 3 by omitting perforation with a drill by the length of the recess section 4. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、石材、コンクリートなどからなる壁面用ブロック及びこの壁面用ブロックを相互に連結するために用いられる連結金具の取付け方法に関するものである。   The present invention relates to a wall surface block made of stone, concrete, and the like, and a mounting method of a connecting metal fitting used for connecting the wall surface block to each other.

従来において、壁面用ブロックを互いに組み立てて壁面や擁壁を構築するための方法としては、ブロック内に鉄筋としての支持鋼棒を挿通しながら、ブロックを下から順次上方へ積み上げて壁面を構築する方法が広く知られている。また、自然石のブロックや壁材の場合には、裏面にアンカーボルトのような連結金具とか、溝形鋼による取付け金具を設けて、これらの連結金具や取付け金具を介して壁面、擁壁などを構築する方法など、各種の方法が知られている。   Conventionally, as a method for assembling a wall surface block and a retaining wall by assembling wall surface blocks, a block is built up sequentially from the bottom upward while inserting a support steel rod as a reinforcing bar in the block. The method is widely known. Also, in the case of natural stone blocks and wall materials, connecting metal fittings such as anchor bolts or mounting metal fittings made of channel steel are provided on the back, and wall surfaces, retaining walls, etc. are connected via these connecting metal fittings and attachment metal fittings. Various methods are known, such as a method of building

特開2002−250043号公報JP 2002-250043 A 特許第2862859号公報Japanese Patent No. 2862859 特開2002−327500号公報JP 2002-327500 A 特開2000−257087号公報JP 2000-257087 A

壁面用ブロックのうち、コンクリート製ブロックの場合は、成形の際に、ブロック内に鉄筋を挿通するための貫通孔を予め設けておくことができるので、ブロックを互いに積み上げる時にブロック内に鉄筋を自由に挿通することができる。しかし、自然石を加工したブロックの場合には、ブロック内に鉄筋を挿通するための貫通孔を、ドリルによりブロックの上端面からブロック内部に向けて穿設しなければならないので、貫通孔を穿設することのできる長さにも限界があり、また、貫通孔を設ける作業を正確、かつ、能率的に行うことができないという問題点がある。   Among the wall blocks, in the case of concrete blocks, through holes can be provided in the blocks in advance to form the rebars during molding. Can be inserted. However, in the case of a block made of natural stone, a through hole for inserting a reinforcing bar into the block must be drilled from the upper end surface of the block toward the inside of the block. There is a limit to the length that can be provided, and there is a problem that the operation of providing the through hole cannot be performed accurately and efficiently.

そのため、自然石ブロックの場合には、ブロック内に鉄筋を挿通するための貫通孔を設ける代わりに、例えば、特許文献2に示すように、ブロックの裏面にアンカーボルトを打ち込んで、互いに隣接する部分のアンカーボルトを連結線材により一体に連結することになるが、もしも、自然石のブロックや壁材の内部に、コンクリート製ブロックの場合と同じような、鉄筋を挿入できる貫通孔を簡単に穿設することができたなら、この種のブロックや壁材の積み立て工事を、もっと能率的に行え、強度のある壁面を構築できると考えられる。   Therefore, in the case of a natural stone block, instead of providing a through hole for inserting a reinforcing bar in the block, for example, as shown in Patent Document 2, anchor bolts are driven into the back surface of the block, and adjacent portions The anchor bolts are connected together by connecting wires, but if a natural stone block or wall material is used, a through-hole into which a reinforcing bar can be inserted is easily drilled in the same way as a concrete block. If we were able to do this, it would be possible to construct this kind of block and wall material more efficiently and build a strong wall surface.

また、壁面用ブロックのうち、自然石を加工した壁材のように厚さが30乃至80mm程度の小さい板の場合(例えば、厚さ70mm、幅300mm、長さ900mm程度の自然石材を擁壁、壁材、型枠などに使用する場合)には、裏面から板厚方向に穿設するアンカーボルト挿通孔の深さを、ボルトが埋め込まれた施工後に、確実な引き抜き強度が得られるような十分な深さに設定すると、孔の底の厚さが薄くなって、孔内に挿入したアンカーボルトのヘッドをハンマーで叩打した時に、孔の底の厚さが足りないために挿通孔が破壊されてしまうという問題を有している。また、挿通孔内で、アンカーボルトの内側端がクサビ状に拡開することで、孔の周囲に無理な力が作用し、孔の部分で壁材が破壊されてしまうという問題を有している。   Moreover, in the case of a small plate having a thickness of about 30 to 80 mm, such as a wall material made of natural stone, among the wall blocks (for example, a natural stone material having a thickness of about 70 mm, a width of 300 mm, and a length of about 900 mm is used as a retaining wall. When using for wall material, formwork, etc., the depth of the anchor bolt insertion hole drilled in the plate thickness direction from the back surface is such that a reliable pullout strength can be obtained after the construction in which the bolt is embedded If the depth is set sufficiently, the thickness of the bottom of the hole will be reduced, and when the head of the anchor bolt inserted into the hole is struck with a hammer, the thickness of the bottom of the hole will be insufficient and the insertion hole will be destroyed. It has the problem of being done. In addition, in the insertion hole, the inner end of the anchor bolt expands in a wedge shape, so that an excessive force acts around the hole and the wall material is destroyed at the hole portion. Yes.

本発明は、従来より知られる、壁面用ブロックと連結金具の取付け方法における上記のような問題点を解決するための手段として、壁面用ブロックの上端面から内部に向けて貫通孔を設けるとともに、ブロックの裏面に凹部を設けることで、自然石のブロックや壁材でも内部に鉄筋を挿入できる貫通孔を簡単に穿設することができ、また、自然石、コンクリートに限らず、凹部と貫通孔とを利用して、連結金具をブロックが破損されることなく簡単に取付けられるようにした壁面用ブロックと、このブロック用連結金具の取付け方法の提供を目的としたものである。   The present invention provides a through-hole from the upper end surface of the wall surface block to the inside as a means for solving the above-described problems in the method for attaching the wall surface block and the connecting metal fitting, which has been conventionally known. By providing a recess on the back of the block, natural stone blocks and wall materials can be easily drilled with through-holes that can be used to insert reinforcing bars, and not only natural stone and concrete but also recesses and through-holes. The purpose of the present invention is to provide a wall block in which the connecting fitting can be easily attached without damaging the block, and a method for attaching the connecting fitting for the block.

本発明の壁面用ブロックは、そのための具体的手段として、自然石壁材の上端面と下端面とから壁材内部に向けて、それぞれ同一軸線上に配列する貫通孔を穿設し、壁材の裏面には前記両貫通孔の内奥端間が相互に連通するように壁材の肉厚を削除した凹部が設けられていることを特徴とする。   The wall block according to the present invention, as a specific means for that purpose, is provided with through holes arranged on the same axis line from the upper end surface and the lower end surface of the natural stone wall material to the inside of the wall material, respectively. The back surface is provided with a recess in which the thickness of the wall material is deleted so that the inner and inner ends of both through holes communicate with each other.

自然石壁材の裏面に設けられる凹部の一つの例としては、この凹部が同一軸線上端に配列される貫通孔の長さ方向に沿って、孔の内奥端間を連通するように設けられた凹溝形であって、壁材の上端面から凹部内を通過して壁材の下端面に達するような同一軸線上に穿設される貫通孔が、ボルト型鋼棒を挿通するための孔であるような形状が考えられる。   As an example of the concave portion provided on the back surface of the natural stone wall material, the concave portion is provided so as to communicate between the inner and rear ends of the hole along the length direction of the through hole arranged at the upper end of the same axis. A through-hole that has a concave groove shape and passes through the recess from the upper end surface of the wall material and reaches the lower end surface of the wall material is a hole for inserting a bolt-type steel rod. Some shapes are possible.

さらに、自然石壁材の裏面に設けられる凹部としては、壁材の上端面と下端面とを除いた壁材裏面部分を肉が薄くなるように削除して形成したもの、あるいは、壁材の上端面と下端面と、上下両端面の間を結ぶ中央部とを除いた壁材裏面部分を肉薄状に削除して形成したものであってもよい。   Furthermore, the concave portion provided on the back surface of the natural stone wall material is formed by removing the wall material back surface portion excluding the upper end surface and the lower end surface of the wall material so that the meat becomes thin, or on the wall material. It may be formed by thinly removing the wall material rear surface portion excluding the end surface, the lower end surface, and the central portion connecting the upper and lower end surfaces.

壁材の上端面から下端面に開通する貫通孔内に挿通されるボルト型鋼棒は、全長に雄ネジが設けられていて、貫通孔の開口部付近にナットを螺着して、このナットを貫通孔開口部に締め付けることで、貫通孔内へ一体的に固定させるように構成されている。   The bolt type steel rod inserted into the through hole that opens from the upper end surface to the lower end surface of the wall material is provided with a male screw over its entire length, and a nut is screwed in the vicinity of the opening of the through hole. By being fastened to the through-hole opening, it is configured to be integrally fixed in the through-hole.

ボルト型鋼棒を貫通孔に挿通する際には、ボルト型鋼棒の軸心が貫通孔の軸心よりも壁材の表面側にあるような偏心位置に挿通し、前記ボルト型鋼棒に嵌合したワッシャを係止突片により貫通孔の開口部に係止して、ナットを締め付けることによりボルト型鋼棒を貫通孔に固定することが好ましい。   When inserting the bolt-type steel rod into the through-hole, the bolt-type steel rod is inserted into an eccentric position where the axis of the bolt-type steel rod is on the surface side of the wall material with respect to the axis of the through-hole, and fitted to the bolt-type steel rod. It is preferable to fix the bolt type steel rod to the through hole by locking the washer to the opening of the through hole by the locking protrusion and tightening the nut.

ボルト型鋼棒を貫通孔内の中心部分に挿通した状態が維持できるようにするための手段として、ボルト型鋼棒に嵌合したワッシャの前後両端に一対の係止突片を設けておいて、これらの係止突片を貫通孔の開口部に係止して、ナットを締め付けることによりボルト型鋼棒を貫通孔に固定するようにしてもよい。   As means for maintaining the state where the bolt-type steel rod is inserted into the central portion in the through hole, a pair of locking projections are provided at both front and rear ends of the washer fitted to the bolt-type steel rod. The bolt-type steel rod may be fixed to the through hole by locking the locking projection piece to the opening of the through hole and tightening the nut.

自然石に限らず、コンクリート製のブロックを含む場合において、前記の貫通孔と凹部とを利用して、連結金具を取付ける方法が考えられる。この方法は、ブロックの上端面から内部に向けて貫通孔を穿設して、ブロックの裏面には前記貫通孔の下端部と直交する向きで、かつ、前記貫通孔の内径よりも大きい内径の横穴状の凹部を設け、前記貫通孔内にアンカーボルトを挿入して、このアンカーボルトの上端を叩打することにより、ボルト下端部を凹部内で拡開係止させることを特徴とする。   In the case of including not only natural stone but also a concrete block, a method of attaching the coupling metal using the through hole and the concave portion is conceivable. In this method, a through hole is drilled inward from the upper end surface of the block, and the inner surface of the back surface of the block is perpendicular to the lower end portion of the through hole and has an inner diameter larger than the inner diameter of the through hole. A concave portion having a horizontal hole shape is provided, and an anchor bolt is inserted into the through hole, and an upper end of the anchor bolt is tapped, whereby the lower end portion of the bolt is expanded and locked in the concave portion.

同様に、自然石、コンクリート製のブロックなどの場合において、凹部と貫通孔とを利用して、連結金具を取付ける方法としては、ブロック裏面にボルトを挿入するための凹部を設けるとともに、ブロックの上端面から前記凹部内に向けて貫通孔を穿設し、前記凹部内に挿入されるボルトは、内端部に軸方向と直交する向きの係止孔を開設しておいて、このボルトが凹部内へ挿入された際、貫通孔を通して挿入された支持鋼線の先端をボルトの係止孔に挿通することで、ボルトを凹部内に挿着し、ボルトの外端部に連結金具をナットにより固定するようにしてもよい。   Similarly, in the case of natural stone, concrete blocks, etc., as a method of attaching the connecting bracket using the recess and the through hole, a recess for inserting a bolt is provided on the back of the block, and A through hole is drilled from the end surface into the recess, and the bolt inserted into the recess has a locking hole in the inner end that is orthogonal to the axial direction. When inserted into the bolt, the tip of the support steel wire inserted through the through hole is inserted into the locking hole of the bolt, so that the bolt is inserted into the recess, and the connecting bracket is attached to the outer end of the bolt with a nut. It may be fixed.

この発明の壁面用ブロックは、ブロックの上端面と下端面とからそれぞれ内部に向けて同一軸線上に配列するの貫通孔を穿設するとともに、ブロックの裏面には、前記両貫通孔の内奥端間が相互に連通するように壁材の肉厚を削除した凹部を設けるので、自然石ブロックの場合でも、ドリルによる貫通孔はブロックの上端面と凹部との間及び凹部と下端面との間を結ぶ短い部分にだけ設ければよく、凹部については穿設を省略できるので、貫通孔を板幅の全長にわたって穿設する必要がなく、自然石ブロックに従来では不可能とされていた鉄筋挿通孔を簡単に設けることができて、コンクリートブロックのように、内部挿通鉄筋により強度のある擁壁、壁面を構築することができる。   The wall surface block according to the present invention has through holes arranged on the same axis from the upper end surface and the lower end surface of the block toward the inside, and the inner surface of the through holes is formed on the back surface of the block. Since the recess is provided with the wall thickness removed so that the ends communicate with each other, even in the case of a natural stone block, the drilled through-hole is between the upper end surface of the block and the recess, and between the recess and the lower end surface. Since it is only necessary to provide a short portion connecting the holes, and the drilling of the recesses can be omitted, there is no need to drill a through hole over the entire length of the plate width. The insertion hole can be easily provided, and a strong retaining wall and wall surface can be constructed by the internal insertion reinforcing bar like a concrete block.

ブロックの裏面に設けられる凹部を、貫通孔の設けられる長さ方向に沿った長円形の凹溝形とした場合には、ブロックの裏面の大きさに対し、幅が小さくて削除し易い経済的な凹部を簡単に設けることができる。また、予めブロックの上端面と下端面とから内部に向けて、短い貫通孔を同一軸線上に穿設しておいてから、ブロックの裏面にそれぞれのこれらの貫通孔の内奥端を連通するような凹部を設ければよいので、貫通孔はいずれも短くてすみ、貫通孔の穿設加工を簡単かつ、能率的に行うことができる。   When the concave portion provided on the back surface of the block is formed into an oval concave groove shape along the length direction in which the through hole is provided, the width is small compared to the size of the back surface of the block, and it is easy to delete. Can be easily provided. In addition, short through holes are drilled on the same axis in advance from the upper end surface and the lower end surface of the block, and then the inner rear ends of these through holes are communicated with the back surface of the block. Since it is only necessary to provide such a recess, all the through holes can be short, and the drilling process of the through holes can be performed easily and efficiently.

ブロックの裏面に設けられる凹部を、壁材の上端面と下端面とを除いた壁材裏面部分を薄肉状に削除することで形成したもの、あるいは、壁材の上端面と下端面と、上下両端面の間を結ぶ中央部とを除いた壁材裏面部分を薄肉状に削除することで形成したものでは、ブロック裏面における大半の肉厚部が削除されるので、ブロックの表面から見た形状は自然石の風格を維持しつつ、ブロックとしての重量が大幅に軽減でき、積み立て工事を能率的に行うことができる。   Recesses formed on the back surface of the block are formed by thinly removing the wall material back surface portion excluding the upper end surface and lower end surface of the wall material, or the upper and lower surfaces of the wall material In the case where the wall material back surface part excluding the center part connecting both end faces is deleted thinly, most of the thick part on the back surface of the block is deleted, so the shape seen from the block surface While maintaining the natural stone style, the weight of the block can be greatly reduced, and the construction work can be carried out efficiently.

なお、前記凹部を、壁材の上端面と下端面と、上下両端面の間の中央部とを除いた壁材裏面部分を薄肉状に削除することで形成したものでは、上下両端面の中間部に削除されない肉厚部が残されて、この部分が壁材の補強部として機能するので、ブロックの重量を大幅に軽減でき、しかも強度を有するものとすることができる。   In addition, in the case where the concave portion is formed by thinly removing the wall material back surface portion excluding the upper end surface and the lower end surface of the wall material and the central portion between the upper and lower end surfaces, the middle of the upper and lower end surfaces Since the thick part which is not deleted is left in the part and this part functions as a reinforcing part of the wall material, the weight of the block can be greatly reduced and the strength can be obtained.

壁材の貫通孔内に挿通されるボルト型鋼棒は、互いに積み上げられた壁材を連結するように、貫通孔内へ挿通された時点で締め付けに必要な数のワッシャとナットをネジに螺着しておき、後にこれらのワッシャとナットを貫通孔の開口部に締め付け、壁材と一体的に固定して、互いに積み上げられた壁材の全体的強度を高めることができる。   Bolt-type steel rods inserted into the through-holes in the wall material are screwed into the screws with the number of washers and nuts required for tightening when they are inserted into the through-holes so as to connect the stacked wall materials to each other. In addition, these washers and nuts can be tightened to the opening of the through-hole later and fixed integrally with the wall material to increase the overall strength of the wall material stacked together.

上記のように互いに積み上げられた壁材をボルト型鋼棒によって連結し、壁材の裏面に露呈したこれらの鋼棒を背面の地山方向へ引っ張ることで壁面を構築する際に、鋼棒の貫通孔開口部に螺着するナットの締め付け力が緩いと、鋼棒が引っ張られてくの字状に折れ曲がり、貫通孔の開口部付近が不当な衝撃力を受けて破損することがある。   When building the wall surface by connecting the wall materials stacked together as described above with bolt-type steel bars and pulling these steel bars exposed on the back side of the wall material in the ground direction on the back side, If the tightening force of the nut screwed into the hole opening is loose, the steel rod is pulled and bent into a dogleg shape, and the vicinity of the opening of the through hole may be damaged by receiving an improper impact force.

このような事情を考慮して、ボルト型鋼棒を貫通孔に挿通する際に、ボルト型鋼棒の軸心を、貫通孔の軸心よりも壁材の表面側にあるような偏心位置に挿通しておき、かつ、このボルト型鋼棒に嵌合したワッシャの一部に係止突片を設けておいて、この係止突片を貫通孔の開口部に係止してナットを締め付けると、鋼棒の軸心を貫通孔の軸心よりも壁材表面側に偏心させた状態を維持することができ、鋼棒が引っ張られても、くの字状状に折れ曲がって移動する量を少なくして、貫通孔開口部付近の破損率を抑制することができる。   In consideration of such circumstances, when inserting the bolt-type steel rod into the through-hole, the axis of the bolt-type steel rod is inserted into an eccentric position that is on the surface side of the wall material from the axis of the through-hole. In addition, when a locking protrusion is provided on a part of the washer fitted to the bolt-shaped steel rod, the locking protrusion is locked to the opening of the through hole and the nut is tightened. The rod axis can be kept eccentric from the axis of the through-hole to the wall material surface side, and even when the steel rod is pulled, the amount of bending and moving is reduced. Thus, the breakage rate in the vicinity of the opening of the through hole can be suppressed.

また、貫通孔に挿通したボルト型鋼棒を安定よく固定するための手段としては、ボルト型鋼棒に嵌合するワッシャの両端部に一対の係止突片を設けて、これらの係止突片を貫通孔の開口部に設けた一対の窪み内に係止させれば、鋼棒が側方へ引っ張られても、ワッシャによって鋼棒が貫通孔内で移動することを防止して、貫通孔の破損防止に役立つ。   Also, as means for stably fixing the bolt-type steel rod inserted through the through-hole, a pair of locking projections are provided at both ends of the washer fitted to the bolt-type steel rod, and these locking projections are Locking in a pair of recesses provided in the opening of the through hole prevents the steel bar from moving in the through hole by the washer even if the steel bar is pulled to the side. Helps prevent damage.

石材やコンクリートブロックに設けた凹部と貫通孔とを利用して、連結金具を取付ける方法の一例としては、貫通孔内にアンカーボルトを挿入する方法があるが、この方法では、アンカーボルトの下端が貫通孔の底部に相当する横穴状凹部内周面に支持されているので、その状態でアンカーボルト上端を叩打すれば、直ちにボルト下端部を凹部内で拡開係止することができ、アンカーボルトの取付け作業を能率よく安全に行うことができる。   An example of a method for attaching a connecting bracket using a recess and a through hole provided in a stone or concrete block is a method of inserting an anchor bolt into the through hole. In this method, the lower end of the anchor bolt is Since it is supported by the inner peripheral surface of the horizontal hole-shaped recess corresponding to the bottom of the through hole, if the upper end of the anchor bolt is struck in that state, the lower end of the bolt can be immediately expanded and locked in the recess. Can be installed efficiently and safely.

また、前記のように凹部と貫通孔とを利用して、連結金具を取付ける別の方法としては、ブロック裏面にボルトを挿入するための凹部を設けて、ブロックの上端面から前記凹部内に向けて貫通孔を穿設し、前記凹部内に軸方向と直交する向きの係止孔を設けたボルトを挿通する方法があるが、この方法では、ボルトを凹部内へ挿入した際に、貫通孔を通して支持鋼線の先端を係止孔に挿通すれば、ボルトを凹部内に定着することができ、ボルトの外端部にナットを介して連結金具を自由に取付けることができる。   As another method for attaching the connecting metal fitting using the recess and the through hole as described above, a recess for inserting a bolt is provided on the back surface of the block and the block is directed from the upper end surface into the recess. There is a method of drilling a through hole and inserting a bolt having a locking hole in a direction orthogonal to the axial direction into the recess. In this method, when the bolt is inserted into the recess, the through hole If the tip of the support steel wire is inserted through the locking hole, the bolt can be fixed in the recess, and the connecting fitting can be freely attached to the outer end of the bolt via the nut.

ブロックの裏面に設ける凹部を、貫通孔の設けられる長さ方向に沿った凹溝形とする実施例では、貫通孔の設けられる予定線上に、貫通穴の太さより太い外径の円筒ドリルによって、リング状の切り込みを貫通孔の長さ方向に沿って重なり合うように設けて、これらの切り込みの内側を切除すれば、簡単に所望の長さの凹部を得ることができるので、貫通孔の穿孔加工を簡単、かつ能率的に行えるので実施に適している。   In the embodiment in which the concave portion provided on the back surface of the block is a concave groove shape along the length direction where the through hole is provided, on the planned line where the through hole is provided, by a cylindrical drill having an outer diameter larger than the thickness of the through hole, By providing ring-shaped cuts so as to overlap along the length direction of the through-holes and cutting the inside of these cuts, a recess with a desired length can be easily obtained. Is easy and efficient, so it is suitable for implementation.

次に、本発明に係る壁面用ブロックの構造及び壁面用ブロックに設けられる連結金具の取付け方法を、図面に示す実施例について説明すると、図1は、自然石を加工した壁材1を、鉄筋のような鋼棒の全長に雄ネジを設けたボルト型鋼棒2を挿通しながら相互に積み上げたものであり、壁材1にボルト型鋼棒2を挿通するのに必要な貫通穴3を設ける手段として、壁材1の裏面に貫通孔3の長さ方向に沿った凹溝形の凹部4を設けた例を示している。   Next, the structure of the wall block according to the present invention and the method of attaching the connecting metal fitting provided on the wall block will be described with reference to the embodiments shown in the drawings. FIG. Such a steel rod is piled up with each other while inserting bolt-type steel rods 2 provided with male screws over the entire length thereof, and means for providing through holes 3 necessary for inserting the bolt-type steel rods 2 in the wall material 1 As an example, a concave groove-shaped concave portion 4 along the length direction of the through hole 3 is provided on the back surface of the wall material 1.

壁材1の裏面に設けられる凹部として、貫通孔3の長さ方向に沿った凹溝形の凹部4を設ける場合には、図3に示すように、まず、穿設ドリルによって壁材1の上端面1aから壁材1の内部に向け、また、壁材1の下端面1bから壁材1の内部に向けて、それぞれボルト型鋼棒2を挿通するための貫通孔3を、同一軸線上に連通するように穿設し、次に、前記両貫通孔3の両内端が位置している壁材1の裏面に、上下両端が両貫通孔3の内端と連通する凹溝形の凹部4を貫通孔3の長さ方向に沿っ切削する。   When a concave groove-shaped concave portion 4 along the length direction of the through hole 3 is provided as a concave portion provided on the back surface of the wall material 1, as shown in FIG. Through holes 3 for inserting the bolt-type steel rods 2 from the upper end surface 1a toward the interior of the wall material 1 and from the lower end surface 1b of the wall material 1 toward the interior of the wall material 1 are arranged on the same axis. A concave groove-shaped recess that is drilled so as to communicate with each other and then communicates with the inner ends of both through-holes 3 on the back surface of the wall material 1 where both inner ends of both through-holes 3 are located. 4 is cut along the length direction of the through-hole 3.

この凹溝形の凹部4を設ける際には、図3に示すように、貫通孔3の2乃至5倍程度の太さの外径を有する円筒ドリルによって、リング状の切り込み線5を貫通孔3の長さ方向に沿って重なり合うように複数個設けて、後にこれらの切り込み線5の内側部分を切除すれば、所望の長さの凹部4を得ることができる。   When the concave groove-shaped concave portion 4 is provided, as shown in FIG. 3, the ring-shaped cut line 5 is inserted into the through-hole by a cylindrical drill having an outer diameter of about 2 to 5 times the thickness of the through-hole 3. A plurality of recesses 4 having a desired length can be obtained by providing a plurality so as to overlap with each other along the length direction 3 and then cutting off the inner portions of these cut lines 5.

このようにして上下両面に貫通孔3が穿設され、裏面に凹溝形の凹部4が切削された壁材1は、図1のように、左右の壁材1,1の継ぎ目上に上方の壁材1が載るように互いに配置され、上下の壁材1における連通する貫通孔3にボルト型鋼棒2を挿通して、各壁材1が一体に積み重ねられる。   In this way, the wall material 1 in which the through holes 3 are formed on both the upper and lower surfaces and the concave groove-shaped recess 4 is cut on the back surface is located above the joints of the left and right wall materials 1 and 1 as shown in FIG. These wall materials 1 are stacked together, with the bolt-type steel rods 2 being inserted through the through-holes 3 communicating with each other in the upper and lower wall materials 1.

通常、壁材にボルト型鋼棒を挿通するための貫通孔を穿設する場合、壁材の上端面から下端面に到る長い距離にわたって貫通孔を設けなければならず、ドリルの長さが大きくなって貫通孔の軸線が曲がり、適切な貫通孔を設けにくいという問題があるが、上記のように、まず壁材1の上下両面から内部に貫通孔3を穿設し、次に壁材裏面にこれらの貫通孔の内端を連通するような凹溝形の凹部4を設ければ、凹部4の部分は貫通孔3を設けなくて済むので、貫通孔の軸線が曲がったり、適切な貫通孔を設けられないという問題を解消し、適正な貫通孔を簡単に設けることができる。   Normally, when a through hole for inserting a bolt-type steel rod is made in a wall material, the through hole must be provided over a long distance from the upper end surface to the lower end surface of the wall material, and the length of the drill is large. However, there is a problem that the axis of the through hole is bent and it is difficult to provide an appropriate through hole. As described above, the through hole 3 is first drilled from both the upper and lower surfaces of the wall material 1 and then the back surface of the wall material. If a concave groove 4 that communicates the inner ends of these through holes is provided, the concave portion 4 does not need to be provided with the through holes 3, so that the axis of the through holes can be bent, The problem that a hole cannot be provided can be solved, and an appropriate through-hole can be easily provided.

自然石壁材の裏面に設ける凹部の別の形状としては、図4に示すように、壁材1の長さ方向に沿った上端面1aと下端面1bとに、必要な強度を保持できるような補強辺11a,11bとを残して、これらの補強辺11a,11bを除いた部分の肉厚を薄くなるように削除して形成したものであってもよい。なお、この場合も凹部4を設ける前に、上端面1aと下端面1bから壁材内部に向けて貫通孔3を設けておき、その後に壁材裏面に凹部4を形成する。   As another shape of the concave portion provided on the back surface of the natural stone wall material, as shown in FIG. 4, necessary strength can be maintained on the upper end surface 1 a and the lower end surface 1 b along the length direction of the wall material 1. It may be formed by leaving the reinforcing sides 11a and 11b and deleting the thickness of the portion excluding these reinforcing sides 11a and 11b so as to be thin. In this case as well, before the recess 4 is provided, the through hole 3 is provided from the upper end surface 1a and the lower end surface 1b toward the inside of the wall material, and then the recess 4 is formed on the back surface of the wall material.

この補強辺11a,11bを除いた部分の肉厚が薄くなるように削除する方法としては、図5に示すように、壁材1の裏面における上端面1aと下端面1bの内側部分に、回転刃13によって所定の深さを有する切込み溝12を切り込む。次に、これらの切欠き溝12の間に、同様な多数の切込み溝12を間隔をおいて切り込んで、これらの切込み溝12を設けた部分の肉厚部を全て削り取り、裏面に補強辺11a,11bよりも肉厚の薄くなった凹部4を設ける。   As a method of deleting so that the thickness of the portion excluding the reinforcing sides 11a and 11b is reduced, as shown in FIG. 5, the inner side of the upper end surface 1a and the lower end surface 1b on the back surface of the wall material 1 is rotated. The cutting groove 12 having a predetermined depth is cut by the blade 13. Next, a large number of similar notch grooves 12 are cut between these notch grooves 12 at intervals, and all the thick portions of the portions provided with these notch grooves 12 are scraped off, and the reinforcing side 11a is formed on the back surface. , 11b is provided with a recessed portion 4 having a thickness smaller than that of 11b.

図6は、別の実施例であり、壁材1の長さ方向に沿った上端面1aと下端面1bと、この上端面1aと下端面1bの間を結ぶ中央部とに、必要な強度を保持できるような補強辺11a,11b,11cとを残して、これらの補強辺11a,11b,11cを除いた部分の肉厚を薄くなるように削除して形成したものである。この場合も凹部4を設ける前に、上端面1aと下端面1bから壁材内部に向けて貫通孔3を設けておき、その後に壁材裏面に凹部4を形成する。   FIG. 6 is another embodiment, and the strength required for the upper end surface 1a and the lower end surface 1b along the length direction of the wall material 1 and the central portion connecting the upper end surface 1a and the lower end surface 1b. The reinforcing sides 11a, 11b, and 11c that can hold the components are left, and the thickness of the portion excluding these reinforcing sides 11a, 11b, and 11c is deleted so as to be thinned. Also in this case, before providing the recess 4, the through hole 3 is provided from the upper end surface 1a and the lower end surface 1b toward the inside of the wall material, and then the recess 4 is formed on the back surface of the wall material.

補強辺11a,11b,及び中央部補強辺11cを除いた部分の肉厚が薄くなるように削除するには、図7に示すように、回転刃13によって、中央部1cの両側縁を山裾状の始点として両側に向け徐々に深さが大きくなるようにした多数の切込み溝12を平行に切り込み、後にこれらの切込み溝12を設けた部分の肉厚部を全て削り取ることにより、中央部補強辺11cの両側に肉厚の薄くなった凹部4を設ける。凹部4の設けられた壁材1は、図1のように、左右の壁材1,1の継ぎ目上に上方の壁材1が載るように互いに配置され、上下の壁材1における連通する貫通孔3にボルト型鋼棒2を挿通して、各壁材1が一体に積み重ねられる。   In order to delete the thickness of the portion excluding the reinforcing sides 11a and 11b and the central portion reinforcing side 11c so as to be thinned, as shown in FIG. As a starting point, a large number of cut grooves 12 whose depth gradually increases toward both sides are cut in parallel, and the thick portion of the portion where these cut grooves 12 are provided is cut away later, thereby reinforcing the central reinforcement side. Recesses 4 having a reduced thickness are provided on both sides of 11c. As shown in FIG. 1, the wall material 1 provided with the recesses 4 is arranged so that the upper wall material 1 is placed on the joint between the left and right wall materials 1, 1, and the upper and lower wall materials 1 communicate with each other. Bolt type steel rods 2 are inserted into the holes 3 and the wall materials 1 are stacked together.

ボルト型鋼棒2をそれぞれの貫通孔3に挿通する際には、貫通孔3を通過する毎に、貫通孔3に対応する個数のワッシャ7とナット6とを鋼棒2のネジ部に螺着挿通させておき、図2に示すように、これらのナット6をそれぞれの貫通孔開口部3aに締め付け固定して、鋼棒2を壁材1に固着する。   When the bolt-type steel rod 2 is inserted into each through-hole 3, the number of washers 7 and nuts 6 corresponding to the through-hole 3 are screwed to the threaded portion of the steel rod 2 every time the through-hole 3 is passed. As shown in FIG. 2, these nuts 6 are fastened and fixed to the respective through-hole openings 3 a to fix the steel rod 2 to the wall material 1.

このように、互いに積み重ねられた壁材1をボルト型鋼棒2によって連結した場合、図2及び図8の矢印で示したように、壁材1の積み重ねられた状態に緊張力を与えるために、壁材1の裏面に露呈した鋼棒2を背面の地山方向へ引っ張ることが行われるが、この場合、鋼棒2の貫通孔開口部3aに螺着したナット6の締め付け力が緩いと、鋼棒2が背面の地山方向へ引っ張られることで、図8のように、くの字状に折れ曲がり、貫通孔開口部3a付近が衝撃力を受けて破損することがある。   In this way, when the wall materials 1 stacked on each other are connected by the bolt-type steel bar 2, as shown by the arrows in FIGS. 2 and 8, in order to give tension to the stacked state of the wall materials 1, The steel bar 2 exposed on the back surface of the wall material 1 is pulled in the back ground direction. In this case, if the tightening force of the nut 6 screwed into the through hole opening 3a of the steel bar 2 is loose, When the steel bar 2 is pulled in the back ground direction, as shown in FIG. 8, the steel bar 2 may be bent in a dogleg shape and the vicinity of the through-hole opening 3 a may be damaged by receiving an impact force.

このような事態に対処するため、ボルト型鋼棒2を貫通孔3に挿通する際には、図9に示すように、ボルト型鋼棒2の軸心Aを貫通孔3の軸心Bよりも壁材1の表面側にあるような偏心位置に挿通しておき、かつ、このボルト型鋼棒2に嵌合したワッシャ7の一端に係止突片8を設けておいて、この係止突片8を貫通孔開口部3aに設けた窪み9に係止してナット6を締め付ける。   In order to cope with such a situation, when the bolt-type steel bar 2 is inserted into the through-hole 3, the axis A of the bolt-type steel bar 2 is more walled than the axis B of the through-hole 3 as shown in FIG. A locking protrusion 8 is provided at one end of a washer 7 fitted to the bolt-type steel rod 2 and inserted into an eccentric position on the surface side of the material 1. Is locked in the recess 9 provided in the through-hole opening 3a, and the nut 6 is tightened.

このように、貫通孔開口部3aに固定されるワッシャ7によって、鋼棒2の軸心Aを貫通孔3の軸心Bよりも壁材表面側に偏心させた状態を維持することができるので、図8の矢印のように鋼棒2が引っ張られた場合でも、鋼棒2がくの字状に折れ曲がって移動する量を少なくして、貫通孔開口部3a付近の破損率を抑制することができる。   Thus, the washer 7 fixed to the through-hole opening 3a can maintain the state in which the axis A of the steel rod 2 is eccentric from the axis B of the through-hole 3 toward the wall surface. Even when the steel bar 2 is pulled as indicated by the arrows in FIG. 8, the amount of the steel bar 2 bent and moved in a U-shape is reduced, and the damage rate in the vicinity of the through-hole opening 3a can be suppressed. it can.

さらに、別の実施例としては、図10に示すように、ボルト型鋼棒2を嵌合するワッシャ7の前後両端に一対の係止突片8を設けておいて、これらの係止突片8を貫通孔開口部3aに設けた一対の窪み9内に係止してナット6を締め付ける。この場合には、ボルト型鋼棒2を貫通孔3内の中心部に挿通配置しておくことができる。   Furthermore, as another embodiment, as shown in FIG. 10, a pair of locking projections 8 are provided at both front and rear ends of a washer 7 to which the bolt-type steel bar 2 is fitted, and these locking projections 8 are provided. Is fastened in a pair of recesses 9 provided in the through-hole opening 3a, and the nut 6 is tightened. In this case, the bolt-type steel bar 2 can be inserted and arranged in the center of the through hole 3.

上記の実施例はいずれも自然石による壁材を素材とした例についてのものであるが、自然石壁材に限らず、コンクリートブロックを含めた場合にも、前記の凹部と貫通孔とを利用することにより、自然石はもとよりブロックでも、積み立ての際に必要とされる連結金具を簡単、かつ、能率的に取付けることができる。   The above embodiments are all examples using natural stone wall materials, but not only natural stone wall materials, but also when including concrete blocks, the recesses and through holes are used. Therefore, it is possible to easily and efficiently attach the connecting metal fittings required for stacking, not only natural stones but also blocks.

図11に示す実施例は、ブロック21の上端面21aにアンカーボルト25を突設する場合の例であるが、ブロック21の裏面に凹部24を設けることと、ブロック21の上端面21aから前記凹部24に対して貫通孔23を設ける点の構成において前記の実施例の構成と共通している。   The embodiment shown in FIG. 11 is an example in the case where the anchor bolt 25 is projected from the upper end surface 21 a of the block 21. However, the recess 24 is provided on the back surface of the block 21, and the recess 21 extends from the upper end surface 21 a of the block 21. The configuration of providing the through hole 23 with respect to 24 is the same as the configuration of the above embodiment.

この実施例では、ブロック上端面21aから、ブロック内に向けてアンカーボルト25を挿通するための貫通孔23を縦向きに穿設する。この貫通孔23は、下端を未だ拡開しない前のアンカーボルト25を挿入できる内径と、このボルトの上端を正しい長さでブロック上端面21aの上方へ突出できるような深さとを有している。   In this embodiment, a through hole 23 for inserting an anchor bolt 25 is drilled vertically from the block upper end surface 21a toward the inside of the block. The through hole 23 has an inner diameter into which the anchor bolt 25 before the lower end has not been expanded yet can be inserted, and a depth at which the upper end of the bolt can protrude above the block upper end surface 21a with a correct length. .

一方、ブロック裏面から前記貫通孔23の下端部に向けて、横穴状の凹部24を該貫通孔23と直交するように横向きに穿設する。この横穴状凹部24は、貫通孔23の内径よりも大きい内径を有し、先端24aが前記貫通孔23の下端を僅かに超えた部分に位置するような深さを有している。   On the other hand, a concave portion 24 having a horizontal hole is drilled laterally from the back surface of the block toward the lower end portion of the through hole 23 so as to be orthogonal to the through hole 23. The horizontal hole-shaped recess 24 has an inner diameter larger than the inner diameter of the through hole 23 and has a depth such that the tip 24 a is located at a portion slightly beyond the lower end of the through hole 23.

この方法では、下端を拡開する前のアンカーボルト25を貫通孔23内に挿入すると、アンカーボルト25の下端が貫通孔23の底部に相当する横穴状凹部24の内周面に支持されるので、その状態で図11のようにアンカーボルト25の上端を叩打すると、スリット26によって分割されたボルト下端25aの外径がコーン27の外周面により拡大されて、内径の大きな凹部24内で無理なく拡開され、アンカーボルト25の取付け作業を能率よく安全に行うことができる。   In this method, when the anchor bolt 25 before expanding the lower end is inserted into the through hole 23, the lower end of the anchor bolt 25 is supported by the inner peripheral surface of the horizontal hole-shaped recess 24 corresponding to the bottom of the through hole 23. In this state, when the upper end of the anchor bolt 25 is struck as shown in FIG. 11, the outer diameter of the bolt lower end 25a divided by the slit 26 is enlarged by the outer peripheral surface of the cone 27, so As a result, the anchor bolt 25 can be mounted efficiently and safely.

次に、図14に示す実施例は、ブロック31の裏面にアンカーボルトではなく、通常のボルト35を突設する場合の例であり、ブロック31の裏面に凹部34を設けることと、ブロック31の上端面31aから前記凹部34に対して貫通孔33を設ける点の構成において前記の実施例の構成と共通している。   Next, the embodiment shown in FIG. 14 is an example in which a normal bolt 35 is projected on the back surface of the block 31 instead of the anchor bolt. The structure of the point which provides the through-hole 33 with respect to the said recessed part 34 from the upper end surface 31a is common in the structure of the said Example.

この実施例では、ブロック上端面31aから内奥部に向けて、貫通孔33を縦向きに穿設し、次いで、ブロック31の裏面から、ブロック内に向けて、通常のボルト35を挿通するための凹部34を、前記貫通孔33と直交するように横向きに穿設する。   In this embodiment, the through-hole 33 is vertically drilled from the block upper end surface 31a toward the inner back, and then a normal bolt 35 is inserted from the back surface of the block 31 into the block. The recess 34 is drilled laterally so as to be orthogonal to the through hole 33.

この貫通孔33は、凹部34内の一部に開口しているだけでなく、凹部34の内壁を横切るように貫通して、前記開口部の反対側の一部にも開設されており、また、凹部34は、ボルト35の下端を挿入できる大きさの内径と、このボルトの上端を、ナットが装着できるような適切な長さでブロック31の裏面に突出できるような深さに設定されている。   The through-hole 33 is not only opened in a part of the recess 34, but also passes through the inner wall of the recess 34 so as to be opened in a part on the opposite side of the opening. The recess 34 is set to have an inner diameter that allows the lower end of the bolt 35 to be inserted, and a depth at which the upper end of the bolt can protrude from the back surface of the block 31 with an appropriate length that allows a nut to be attached. Yes.

前記ボルト35は、凹部34内に挿入される先端部に、貫通孔33内へ挿通される支持鋼棒32を挿通するための係止孔36が、ボルト軸方向と直交する向きに設けられている。凹部34内へボルト35を挿入する際には、係止孔36が貫通孔33の軸心と連通するような向きで挿入し、貫通孔33の上端から挿通した支持鋼線32の先端をボルト35の係止孔36に挿通することで、ボルト35を凹部34内から抜けでないように定着する。なお、ボルト35にはナット37を介して接続金具38が取付けられる。   In the bolt 35, a locking hole 36 for inserting the support steel rod 32 inserted into the through hole 33 is provided at a tip portion inserted into the recess 34 in a direction perpendicular to the bolt axial direction. Yes. When the bolt 35 is inserted into the recess 34, the locking hole 36 is inserted in such a direction as to communicate with the axial center of the through hole 33, and the tip of the support steel wire 32 inserted from the upper end of the through hole 33 is connected to the bolt. The bolts 35 are fixed so as not to come out of the recesses 34 by being inserted into the locking holes 36. A connection fitting 38 is attached to the bolt 35 via a nut 37.

この発明の壁面用ブロックは、ブロックの上端面と下端面とから内部に向けて同一軸線上端に長さの短い貫通孔を設けておき、ブロックの裏面には、前記貫通孔の内奥端間を連通する凹部を設けるので、自然石ブロックの場合でも従来では不可能とされていた鉄筋挿通孔を簡単に設けることができて、コンクリートブロックのように、内部挿通鉄筋により強度のある擁壁、壁面を構築することができる。   The wall surface block of the present invention is provided with a short through hole at the upper end of the same axis from the upper end surface and the lower end surface of the block to the inside, and the back surface of the block is provided between the inner and inner ends of the through hole. Reinforcing holes that have been made impossible even in the case of natural stone blocks can be easily provided in the case of natural stone blocks. Wall surfaces can be constructed.

また、図11及び図12に示した実施例のように、ブロック内にアンカーボルトを設ける場合、従来のように、アンカーボルトをボルト挿通孔内だけでボルトの下端を拡開すると、ボルトの下端がボルト挿通孔内壁を強力に圧迫して壁材を破壊することがあるが、本発明の場合では、貫通孔の下端に、貫通孔よりも内径の大きい凹部が設けられているために、ボルトの下端を、凹部内で周囲の壁面に圧力を与えずに拡開できるので、壁材を破壊することなくボルトを定着できる。   Further, as in the embodiment shown in FIGS. 11 and 12, when the anchor bolt is provided in the block, if the lower end of the bolt is expanded only in the bolt insertion hole as in the prior art, the lower end of the bolt The inner wall of the bolt insertion hole may be strongly pressed to destroy the wall material. However, in the case of the present invention, a recess having a larger inner diameter than the through hole is provided at the lower end of the through hole. Since the lower end of the can be expanded in the recess without applying pressure to the surrounding wall surface, the bolt can be fixed without destroying the wall material.

また、従来における壁材の積み重ね作業では、アンカーボルトを使用することが常識とされていて、通常のボルトは使用されなかったが、図14の場合には、アンカーボルトに代えて通常ボルト及びナットを使用できるので、工事を経済的に施工することができる。   Further, in the conventional stacking work of wall materials, it is common sense to use anchor bolts, and ordinary bolts are not used. However, in the case of FIG. 14, normal bolts and nuts are used instead of anchor bolts. Can be used, so construction can be carried out economically.

本発明に係る壁面用ブロックの構造の一例を示す裏面図。The back view which shows an example of the structure of the block for wall surfaces which concerns on this invention. 図1のA−A線における断面図。Sectional drawing in the AA of FIG. 壁面用ブロックの裏面に設ける凹部成形法の一例を示す説明図。Explanatory drawing which shows an example of the recessed part shaping | molding method provided in the back surface of the block for wall surfaces. 本発明に係る壁面用ブロックの構造の別の例を示す裏面図。The back view which shows another example of the structure of the block for wall surfaces which concerns on this invention. 図4のブロックにおける凹部成形法の一例を示す斜視図。The perspective view which shows an example of the recessed part shaping | molding method in the block of FIG. 本発明に係る壁面用ブロックの構造のさらに別の例を示す裏面図。The back view which shows another example of the structure of the block for wall surfaces which concerns on this invention. 図6のブロックにおける凹部成形法の一例を示す断面図。Sectional drawing which shows an example of the recessed part shaping | molding method in the block of FIG. ボルト型鋼棒が貫通孔内で矢印方向に引っ張られた状態の断面図。Sectional drawing of the state in which the bolt type steel rod was pulled in the direction of the arrow in the through hole. ボルト型鋼棒を貫通孔内の偏心位置に固定する構成の断面図。Sectional drawing of the structure which fixes a bolt-type steel bar to the eccentric position in a through-hole. ボルト型鋼棒を貫通孔内の同心位置に固定する構成の断面図。Sectional drawing of the structure which fixes a bolt type steel bar to the concentric position in a through-hole. ブロックに設ける連結金具の取付け方法の一例を示す断面図。Sectional drawing which shows an example of the attachment method of the connection metal fitting provided in a block. 図10の連結金具がブロックに取付けられた状態を示す断面図。FIG. 11 is a cross-sectional view showing a state in which the coupling fitting of FIG. 10 is attached to a block. 図11のB−B線における断面図。Sectional drawing in the BB line of FIG. ブロックに設ける連結金具取付け方法の別の一例を示す断面図。Sectional drawing which shows another example of the connection metal fitting attachment method provided in a block.

符号の説明Explanation of symbols

1:壁材、
1a:壁材上端面、
1b:壁材下端面、
1c:中央部
2:ボルト型鋼棒、
3:貫通孔、
3a:貫通孔開口部、
4:凹部、
5:切り込み線、
6:ナット、
7:ワッシャ、
8:係止突片、
9:窪み、
11a:補強辺、
11b:補強辺、
11c:補強辺、
12:切込み溝、
13:回転刃、
21:ブロック、
21a:ブロック上端面、
23:貫通孔、
24:凹部、
25:アンカーボルト、
25a:アンカーボルト下端、
26:スリット、
27:コーン、
31:ブロック、
32:支持鋼線、
33:貫通孔、
34:凹部、
35:ボルト、
36:係止孔、
37:ナット、
38:接続金具、
1: Wall material
1a: Wall material upper end surface,
1b: wall material lower end surface,
1c: Central part 2: Bolt type steel bar,
3: Through hole,
3a: through-hole opening,
4: Recess,
5: score line,
6: Nut,
7: Washer
8: Locking protrusion
9: depression,
11a: reinforcement side,
11b: reinforcement side,
11c: reinforcement side,
12: Cut groove,
13: rotary blade,
21: Block,
21a: block upper end surface,
23: through hole,
24: recess,
25: Anchor bolt,
25a: Anchor bolt lower end,
26: slit,
27: Corn
31: Block,
32: Support steel wire,
33: through hole,
34: recess,
35: Bolt,
36: locking hole,
37: nut,
38: Connection fitting,

Claims (9)

自然石壁材の上端面と下端面とから壁材内部に向けて、それぞれ同一軸線上に配列する貫通孔を穿設し、壁材の裏面には前記両貫通孔の内奥端間が相互に連通するように壁材の肉厚を削除した凹部を設けた壁面用ブロック。   Through holes arranged on the same axis are drilled from the upper end surface and lower end surface of the natural stone wall material to the inside of the wall material, respectively. A wall surface block provided with a recess in which the thickness of the wall material is removed so as to communicate. 自然石壁材の裏面に設けられる凹部が、貫通孔の設けられる長さ方向に沿った凹溝形であって、壁材の上端面から凹部内を通過して壁材の下端面に達するように同一軸線上に穿設される貫通孔が、ボルト型鋼棒を挿通するための孔である請求項1の壁面用ブロック。   The concave portion provided on the back surface of the natural stone wall material has a concave groove shape along the length direction in which the through hole is provided, so that it passes through the concave portion from the upper end surface of the wall material and reaches the lower end surface of the wall material. 2. The wall surface block according to claim 1, wherein the through holes formed on the same axis are holes for inserting bolt type steel bars. 自然石壁材の裏面に設けられる凹部が、壁材の上端面と下端面とを除いた壁材裏面部分を薄肉状に削除することで形成され、壁材の上端面から凹部内を通過して壁材の下端面に達するように同一軸線上に穿設される貫通孔が、ボルト型鋼棒を挿通するための孔である請求項1の壁面用ブロック。   A recess provided on the back of the natural stone wall material is formed by removing the wall material back surface portion excluding the upper end surface and the lower end surface of the wall material in a thin shape, and passes through the recess from the upper end surface of the wall material. The wall block according to claim 1, wherein the through-hole drilled on the same axis so as to reach the lower end surface of the wall material is a hole for inserting a bolt-type steel rod. 自然石壁材の裏面に設けられる凹部が、壁材の上端面と下端面と、上下両端面の間を結ぶ中央部とを除いた壁材裏面部分を薄肉状に削除することで形成され、壁材の上端面から凹部内を通過して壁材の下端面に開通するように同一軸線上に穿設される貫通孔が、ボルト型鋼棒を挿通するための孔である請求項1の壁面用ブロック。   The concave portion provided on the back surface of the natural stone wall material is formed by thinly removing the wall material back surface portion excluding the upper and lower end surfaces of the wall material and the central portion connecting the upper and lower end surfaces, and the wall 2. The wall surface of claim 1, wherein the through hole formed on the same axis so as to pass through the recess from the upper end surface of the member and open to the lower end surface of the wall member is a hole for inserting the bolt-type steel rod. block. 貫通孔内に挿通されるボルト型鋼棒が、貫通孔の開口部に対してナットにより締着固定されている請求項2ないし4のいずれかの壁面用ブロック。   The wall surface block according to any one of claims 2 to 4, wherein a bolt-type steel rod inserted into the through hole is fastened and fixed to the opening of the through hole by a nut. ボルト型鋼棒を貫通孔に対して、前記鋼棒の軸心が貫通孔の軸心よりも壁材の表面側にあるような偏心位置に挿通し、前記鋼棒に嵌合したワッシャを係止突片により貫通孔の開口部に係止して、ナットを締め付けることでボルト型鋼棒を貫通孔に固定させた請求項5の壁面用ブロック。   Insert the bolt-type steel rod into the through hole in an eccentric position where the axis of the steel rod is on the surface side of the wall material with respect to the axis of the through hole, and lock the washer fitted to the steel rod The wall block according to claim 5, wherein the bolt-type steel rod is fixed to the through hole by being locked to the opening of the through hole by the projecting piece and tightening the nut. ボルト型鋼棒を貫通孔に対して、前記鋼棒の軸心が貫通孔の軸心と同心位置にあるように挿通し、前記鋼棒に嵌合したワッシャの両端部に突設した一対の係止突片をそれぞれ貫通孔の開口部に係止して、ナットを締め付けることでボルト型鋼棒を貫通孔に固定させた請求項5の壁面用ブロック。   A bolt-type steel rod is inserted into the through hole so that the axis of the steel rod is concentric with the axis of the through hole, and a pair of members projecting from both ends of the washer fitted to the steel rod. The wall block according to claim 5, wherein the bolt-type steel rod is fixed to the through hole by locking the stop protrusions to the openings of the through holes and tightening the nuts. 自然石もしくはコンクリートからなるブロックの上端面から内部に向けて貫通孔を穿設して、ブロックの裏面には前記貫通孔の下端部と直交する向きで、かつ、前記貫通孔の内径よりも大きい内径の横穴状の凹部を設け、前記貫通孔内にアンカーボルトを挿入して、このアンカーボルトの上端を叩打することにより、ボルト下端部を凹部内で拡開係止させた壁面用の連結金具取付け方法。   A through hole is drilled inward from the upper end surface of the block made of natural stone or concrete, and the back surface of the block is perpendicular to the lower end portion of the through hole and larger than the inner diameter of the through hole. A connecting bracket for a wall in which a recess having an inner diameter is provided, an anchor bolt is inserted into the through-hole, and the upper end of the anchor bolt is struck to expand and lock the lower end of the bolt in the recess. How to install. 自然石もしくはコンクリートからなるブロック裏面に設けられる凹部が、通常ボルトの下端を挿入するための孔であって、前記ボルトは、下端部に軸方向と直交する向きの係止孔が開設されていて、このボルトが凹部内へ挿入された際に、貫通孔を通して挿入された支持鋼線の先端をボルトの係止孔に挿通することで、ボルトを凹部内に挿着係止し、ボルトの外端部に接続金具をナットにより固定した壁面用ブロックの連結金具取付け方法。   The concave portion provided on the back side of the block made of natural stone or concrete is a hole for inserting the lower end of the normal bolt, and the bolt has a locking hole in the direction perpendicular to the axial direction at the lower end portion. When the bolt is inserted into the recess, the tip of the support steel wire inserted through the through hole is inserted into the locking hole of the bolt so that the bolt is inserted and locked in the recess. A method of attaching a connecting bracket to a wall block in which a connecting bracket is fixed to the end with a nut.
JP2003402698A 2003-12-02 2003-12-02 Wall surface block and connecting metal fitting mounting method of wall surface block Pending JP2005163356A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010019043A (en) * 2008-07-14 2010-01-28 Free Kogyo Kk Wall panel and construction method for bank structure using the same
JP2011153441A (en) * 2010-01-26 2011-08-11 Nikken Kogaku Co Ltd Retaining wall structure, method for manufacturing the same, and drilling machine
CN112391961A (en) * 2020-12-16 2021-02-23 沈阳铁道勘察设计院有限公司 Construction method of cast-in-place platform wall with multi-point tenon

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010019043A (en) * 2008-07-14 2010-01-28 Free Kogyo Kk Wall panel and construction method for bank structure using the same
JP2011153441A (en) * 2010-01-26 2011-08-11 Nikken Kogaku Co Ltd Retaining wall structure, method for manufacturing the same, and drilling machine
CN112391961A (en) * 2020-12-16 2021-02-23 沈阳铁道勘察设计院有限公司 Construction method of cast-in-place platform wall with multi-point tenon

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