JPH0656012B2 - Assembly type buried block - Google Patents

Assembly type buried block

Info

Publication number
JPH0656012B2
JPH0656012B2 JP11008388A JP11008388A JPH0656012B2 JP H0656012 B2 JPH0656012 B2 JP H0656012B2 JP 11008388 A JP11008388 A JP 11008388A JP 11008388 A JP11008388 A JP 11008388A JP H0656012 B2 JPH0656012 B2 JP H0656012B2
Authority
JP
Japan
Prior art keywords
vertical groove
vertical
shaft leg
groove
hole
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP11008388A
Other languages
Japanese (ja)
Other versions
JPH01280119A (en
Inventor
實 會澤
Original Assignee
株式会社マイコマセブン
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 株式会社マイコマセブン filed Critical 株式会社マイコマセブン
Priority to JP11008388A priority Critical patent/JPH0656012B2/en
Publication of JPH01280119A publication Critical patent/JPH01280119A/en
Publication of JPH0656012B2 publication Critical patent/JPH0656012B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Foundations (AREA)
  • Revetment (AREA)

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は建造物や道路、水路設備等の基礎地盤の強化安
定化工法等に使用される独楽型の埋設ブロックに関する
ものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial field of use] The present invention relates to a spinning top type buried block used in a method for strengthening and stabilizing foundation ground such as structures, roads, and waterway facilities.

[従来の技術] 特公昭56−50054号公報に開示されているように
円形頭部を有する倒立円錐台形胴体と、該胴体の下端中
央に突設した円柱形軸脚より成る独楽型の埋設ブロック
は、ブロック自体の重量及び上載構造物による垂直荷重
と、胴体と軸脚が受ける地盤反力及び摩擦力とを均衡さ
せることによって、不等沈下のない水平地耐力を発揮さ
せるものであり、軟弱地盤の強化安定化工法等において
基本構成部材として使用されている。
[Prior Art] As disclosed in Japanese Examined Patent Publication No. 56-50054, a spinning type embedded block comprising an inverted truncated cone-shaped body having a circular head and a cylindrical shaft leg protruding from the lower end of the body. Is a weak ground that balances the weight of the block itself and the vertical load of the overlaid structure with the ground reaction force and frictional force received by the body and the shaft leg, thereby achieving horizontal ground strength without uneven settlement. It is used as a basic component in the ground reinforcement and stabilization method.

[発明が解決しようとする課題] この独楽型の埋設ブロックで大きな円形胴体の下端中央
に比較的小さな軸脚が突出しているため、成型後の養生
工程や保管運搬に際しては他のH字型擁壁ブロック等の
ように縦横を揃えて整然と積上げることができず、軸脚
の先端部と胴体の頭部側稜線部分の2箇所が接地した状
態で1個ずつ置いておく外ないことである。
[Problems to be Solved by the Invention] Since a relatively small shaft leg is projected at the center of the lower end of a large circular body in this top type buried block, another H-shaped holder is used in the curing step after molding and during storage and transportation. It is impossible to stack them vertically and horizontally like wall blocks, and to place them one by one with the tip of the shaft leg and the head side ridge of the body grounded. .

そのため、広い保管運搬スペースを必要とすると共に、
上記2点接触によって軸脚の付け根部に大きな応力が負
荷されるため、注意して取扱わないと運搬積み下し時の
衝撃等によって該付け根部に亀裂が生じたり、軸脚が折
れてしまうことである。
Therefore, a large storage and transportation space is required, and
A large stress is applied to the base portion of the shaft leg due to the above-mentioned two-point contact, so if it is not handled carefully, the base portion may be cracked or the shaft leg may be broken due to the impact during transportation and loading. Is.

従って本発明の目的は、倒立円錐台形又は倒立角錐台形
胴体と円柱形又は角柱形軸脚とに分割して構成されてい
るため、整然と積上げ可能であるため運搬保管スペース
が節減できると共に、運搬積み下し時等に軸脚を破損す
る恐れがない組立型の埋設ブロックを提供することであ
る。
Therefore, an object of the present invention is that it is divided into an inverted truncated cone shape or an inverted truncated pyramidal trapezoidal body and a cylindrical shape or a prismatic shaft leg, so that it can be piled up in an orderly manner, so that the transportation and storage space can be saved and the transportation and loading can be performed. It is an object of the present invention to provide an assembly-type embedded block that does not damage the shaft leg when it is lowered.

また、本発明の別の目的は、胴体と軸脚が所定の組立状
態に的確に保持され、胴体から軸脚が抜脱することがな
い組立型埋設ブロックを提供することである。
Another object of the present invention is to provide an assembly type embedded block in which the body and the shaft leg are accurately held in a predetermined assembled state, and the shaft leg is not pulled out from the body.

更にまた、本発明の他の目的は、護岸部材として海岸線
の緩傾斜面の砂地表層部に被覆埋設され、この埋設作業
が加圧水流の利用によって円滑かつ的確に進行する組立
型埋設ブロックを提供することである。
Still another object of the present invention is to provide an assembling type embedding block that is buried as a seawall member in a sandy surface layer portion of a gently sloped surface of a shoreline, and this burying work proceeds smoothly and appropriately by utilizing a pressurized water flow. That is.

[課題を解決するための手段] 以下、添付図面中の参照符号を用いて説明すると、本発
明の組立型埋設ブロックでは、倒立円錐台形又は倒立角
錐台形胴体2と円柱形又は角柱形軸脚3とに分割して構
成した。
[Means for Solving the Problems] Hereinafter, description will be given using the reference symbols in the accompanying drawings. In the assembly type embedded block of the present invention, an inverted truncated cone shape or an inverted pyramid trapezoidal body 2 and a cylindrical shape or prismatic shaft leg 3 are provided. It was divided into and.

この胴体2は、円形又は角形頭部4の上面中央部に凹部
11を設け、該凹部11の底面に凹部11より小形な上
下貫通孔5を設け、該上下貫通孔5の内側面部に逃げ溝
部12を連設したものである。軸脚3は、該胴体2の下
端面6が当接する肩部7を中間部に設け、胴体2の上下
貫通孔5に挿通される連結棒部8を該肩部7の上側に突
設し、該連結棒部8の上端部に前記逃げ溝部12に挿通
される係止突起13を設けたものであり、該係止突起1
3を該凹部11の底面に係合させて、胴体2と軸脚3を
連結する。
The body 2 is provided with a recess 11 at the center of the upper surface of a circular or prismatic head 4, a bottom through hole 5 smaller than the recess 11 is provided at the bottom of the recess 11, and an escape groove is provided at the inner side surface of the top and bottom through hole 5. 12 are connected in series. The shaft leg 3 is provided with a shoulder portion 7 in contact with the lower end surface 6 of the body 2 at an intermediate portion thereof, and a connecting rod portion 8 inserted into the vertical through hole 5 of the body 2 is provided above the shoulder portion 7 so as to project. The engaging projection 13 is provided at the upper end of the connecting rod portion 8 and is inserted into the escape groove portion 12.
3 is engaged with the bottom surface of the recess 11 to connect the body 2 and the shaft leg 3.

また、本発明の別の組立型埋設ブロックでは、上記構成
に加えて、係止突起13の先端側面に縦溝19を設け、
該縦溝19に対面する縦溝18を、凹部11の内周面で
あって逃げ溝部12に当たらない位置に設け、該縦溝1
8と縦溝19に跨って連結部材9を挿入して、軸脚3の
回動を阻止した。
In addition, in another assembly type embedded block of the present invention, in addition to the above configuration, a vertical groove 19 is provided on the tip side surface of the locking projection 13,
The vertical groove 18 facing the vertical groove 19 is provided at a position on the inner peripheral surface of the recess 11 that does not contact the escape groove portion 12, and the vertical groove 1
The connecting member 9 was inserted across 8 and the vertical groove 19 to prevent the pivot leg 3 from rotating.

本発明の更に別の組立型埋設ブロックでは、上記各構成
に加えて、円形又は角形頭部4の上面部を片流れ傾斜面
14とし、加圧水流の噴射用透孔15を軸脚3に上下貫
通して設けた。
In still another assembly type embedded block of the present invention, in addition to the above-mentioned respective configurations, the upper surface of the circular or rectangular head 4 is made to be a single-flow inclined surface 14, and the injection through hole 15 for pressurized water flow is vertically penetrated through the shaft leg 3. And provided.

[作用] 胴体2と軸脚3の組立は一般的には施工現場で行なわれ
る。この組立に当っては、胴体の貫通孔5に軸脚3の連
結棒部8を下側から挿通する。肩部7が胴体下端面6に
当接したとき、係止突起13が逃げ溝部12から凹部1
1内に突出するので、軸脚3を回転して係止突起13を
逃げ溝部12より離間させてから、係止突起13を凹部
11の底面に係合させる。これによって、胴体2と軸脚
3の組立が完了する。
[Operation] The assembling of the body 2 and the shaft leg 3 is generally performed at a construction site. In this assembly, the connecting rod portion 8 of the shaft leg 3 is inserted into the through hole 5 of the body from below. When the shoulder portion 7 comes into contact with the lower end surface 6 of the body, the locking projection 13 is moved from the escape groove portion 12 to the recess portion 1.
Since it projects into the inside 1, the shaft leg 3 is rotated to separate the locking projection 13 from the escape groove 12, and then the locking projection 13 is engaged with the bottom surface of the recess 11. As a result, the assembly of the body 2 and the shaft leg 3 is completed.

また、係止突起13の先端側面に縦溝19を設け、縦溝
18を凹部11の内周面に設けたので、縦溝19が縦溝
18に対面する位置まで軸脚3を回転させた後、該縦溝
18と縦溝19に跨ってパイプ又は棒状の連結部材9を
挿入することによって、軸脚3の回転を阻止し、係止突
起13と凹部11底面との係合状態を保持できる。
Further, since the vertical groove 19 is provided on the tip side surface of the locking projection 13 and the vertical groove 18 is provided on the inner peripheral surface of the recess 11, the shaft leg 3 is rotated to the position where the vertical groove 19 faces the vertical groove 18. After that, the pipe or rod-shaped connecting member 9 is inserted across the vertical groove 18 and the vertical groove 19 to prevent the rotation of the shaft leg 3 and maintain the engagement state between the locking projection 13 and the bottom surface of the recess 11. it can.

円形又は角形頭部4の上面部を片流れ傾斜面14とし、
加圧水流の噴射用透孔15を軸脚3に上下貫通して設け
たので、護岸用部材として海岸線の緩傾斜面の砂地表層
部に被覆埋設するとき、透孔15の下端開口から加圧水
流を噴射しながら埋設ブロック1を順次下降させて行く
ことによって、埋設作業を進行することができる。
The upper surface of the circular or prismatic head 4 is a single-flow inclined surface 14,
Since the through hole 15 for injecting the pressurized water flow is provided vertically through the shaft leg 3, when the buried water layer is covered and buried in the sandy surface layer portion of the gently sloped surface of the shoreline, the pressurized water flow is applied from the lower end opening of the through hole 15. The burying work can be progressed by sequentially lowering the burying block 1 while jetting.

[実施例] 第1図から第5図に示される実施例では、胴体2は倒立
円錐台形であり、これに対応して頭部4と軸脚3は円柱
形であり、軸脚3は先端部に円錐形突部10を有する。
肩部7は軸脚本体の延長部を形成するように円板形に一
体成型されている。係止突起13は連続棒部8の上端部
両側に180度間隔で2個突設されており、これに対応
して逃げ溝部12も上下貫通孔5の直径上に2個形成さ
れている。縦溝19は係止突起13の外側端面に設けら
れ、凹部11の内周面の縦溝18は逃げ溝部12から9
0度離間させて設けてある。
[Embodiment] In the embodiment shown in FIGS. 1 to 5, the body 2 has an inverted truncated cone shape, and correspondingly, the head 4 and the shaft leg 3 have a cylindrical shape, and the shaft leg 3 has a tip. The portion has a conical protrusion 10.
The shoulder portion 7 is integrally formed in a disc shape so as to form an extension of the shaft leg body. Two locking projections 13 are provided on both sides of the upper end portion of the continuous rod portion 8 at intervals of 180 degrees, and two relief groove portions 12 are also formed on the diameter of the vertical through hole 5 correspondingly. The vertical groove 19 is provided on the outer end surface of the locking projection 13, and the vertical groove 18 on the inner peripheral surface of the recess 11 is provided with the escape groove portions 12 to 9.
They are provided 0 degrees apart.

軸脚3を胴体2の上下貫通孔5に挿入し、凹部11に係
止突起13が突出した後、軸脚3を90度回転させるこ
とによって、軸脚2側の縦溝19と胴体2側の縦溝18
が対面する。これら縦溝19と縦溝18に金属棒材より
成る連結部材9が挿入されている。
After inserting the shaft leg 3 into the vertical through hole 5 of the body 2 and projecting the locking projection 13 into the recess 11, the shaft leg 3 is rotated 90 degrees, so that the vertical groove 19 on the shaft leg 2 side and the body 2 side. Vertical groove 18
Face each other. The connecting member 9 made of a metal rod is inserted into the vertical groove 19 and the vertical groove 18.

なお、この連結部材9は、既製のパイプ材や棒材を挿入
する代りに、施工現場でセメントモルタルや合成樹脂系
の接合材を縦溝18,19間に充填することによって形
成することもでき、この接合材の硬化によって係止突起
13が胴体2の頭部4に固着される。また、両者の係合
がある程度密になされていれば、パイプ材や棒材の挿入
あるいは接合材の充填による積極的な連結工程を省略す
ることができる。
The connecting member 9 may be formed by filling cement mortar or synthetic resin-based joint material between the vertical grooves 18 and 19 at the construction site instead of inserting the ready-made pipe material or bar material. The locking projection 13 is fixed to the head 4 of the body 2 by the hardening of the bonding material. Further, if the two are engaged with each other to a certain degree, it is possible to omit the positive connection step of inserting the pipe material or the rod material or filling the bonding material.

設置面20は必要に応じて砂利や砕石を敷いて締固めら
れ、また、縦横に配列溶接した鉄筋の交差部に斜め鉄筋
で軸脚挿入部を設けた連結用筏が敷かれる。組立済みの
埋設ブロック1は頭部4の上面部に埋設固着した受金具
16や頭部4の側面に埋設固着した吊下げ鉄筋17を利
用して吊上げられ、軸脚3が設置面20に鉛直に挿入さ
れる。
The installation surface 20 is laid with gravel or crushed stone as needed to be compacted, and a connecting raft provided with a shaft leg insertion portion with diagonal reinforcing bars is laid at the intersection of reinforcing bars arrayed vertically and horizontally. The assembled embedded block 1 is hoisted by using the receiving metal fitting 16 that is embedded and fixed on the upper surface of the head 4, and the hanging rebar 17 that is embedded and fixed on the side surface of the head 4, and the shaft leg 3 is perpendicular to the installation surface 20. Inserted in.

前後左右に隣接する胴体2,2間の間詰空間21は砂利
や砕石等の間詰材を圧密に充填することによって埋め戻
される。頭部4,4の各吊下げ鉄筋17,17は溶接や
結束によって相互に連結され、埋設ブロック1,1が一
群に連結される。この後、埋設ブロック群の上には常法
に従って建造物の基礎コンクリートが打設される。
The filling space 21 between the bodies 2, 2 adjacent to each other in the front-rear and left-right directions is backfilled by compactly filling the filling material such as gravel or crushed stone. The suspension rebars 17, 17 of the heads 4, 4 are connected to each other by welding or binding, and the embedded blocks 1, 1 are connected in a group. After this, the foundation concrete of the building is placed on the group of buried blocks according to the usual method.

この埋設ブロック1は建造物や道路、水路設備等の基礎
地盤の強化安定化用部材として地中埋設される。
The buried block 1 is buried underground as a member for strengthening and stabilizing the foundation ground such as buildings, roads and waterway facilities.

第6図に示される実施例では、胴体2の頭部4の上面部
を片流れ傾斜面14に形成してあり、この組立型埋設ブ
ロック1は護岸用部材として海岸線の緩傾斜面の砂地表
層部に被覆埋設されている。この実施例では、軸脚3の
上下に貫通した透孔15の下端開口から加圧水流を噴射
しながら埋設ブロック1を順次降下させて行くことによ
って、設置面20である砂地表層部に埋設される。
In the embodiment shown in FIG. 6, the upper surface of the head 4 of the body 2 is formed as a single-flow inclined surface 14, and this built-in type buried block 1 is used as a revetment member for a sandy surface layer portion of a gently inclined surface of a coastline. It is buried in the cover. In this embodiment, the embedded block 1 is sequentially lowered while injecting a pressurized water flow from the lower end opening of the through hole 15 penetrating up and down the shaft leg 3 to be embedded in the sand layer surface layer portion which is the installation surface 20. .

なお、上記各実施例では、胴体2と軸脚3の組立後に軸
脚3を設置面20に立設したが、軸脚3を設置面20に
先に挿入してから、該軸脚3に胴体2を嵌合させること
もできる。
In each of the above embodiments, the shaft leg 3 is erected on the installation surface 20 after the body 2 and the shaft leg 3 are assembled. However, after the shaft leg 3 is inserted into the installation surface 20 first, The body 2 can also be fitted.

第7図に示される実施例では、胴体2は倒立正八角錐台
形であり、これに対応して頭部4は正八角形状であり、
軸脚3は正八角柱形であって正八角錐形突部10を有す
る。
In the embodiment shown in FIG. 7, the body 2 has an inverted regular octagonal truncated pyramid shape, and the head 4 has a regular octagonal shape corresponding thereto,
The shaft leg 3 has a regular octagonal prism shape and has a regular octagonal pyramidal protrusion 10.

胴体2や軸脚3、頭部4の形状は図示のものに限定され
ず、楕円形や四角形、六角形等の種々の形状を適宜選択
使用することができる。
The shapes of the body 2, the shaft leg 3, and the head 4 are not limited to those shown in the figures, and various shapes such as an ellipse, a quadrangle, and a hexagon can be appropriately selected and used.

[発明の効果] 以上のように本発明の埋設ブロック1は、倒立円錐台形
又は倒立角錐台形胴体2と円柱形又は角柱形軸脚3とに
分割して構成され、該胴体2の頭部4の上面中央部に凹
部11を設け、該凹部11の底面に凹部11より小径な
上下貫通孔5を設け、該上下貫通孔5の内側面部に逃げ
溝部12を連設し、軸脚3の中間部に肩部7を設け、該
肩部7の上側に連結棒部8を突設し、該連結棒部8の上
端部に係止突起13を設けたものであり、連結棒部8を
上下貫通孔5に挿通し、該逃げ溝部12から凹部11内
に突出した係止突起13を軸脚3の回転によって凹部1
1の底面に係合させることによって、胴体2と軸脚3を
連結する組立型のものであるから、保管や運搬に当って
は、軸脚3を胴体2に嵌合していない未組立状態で胴体
2を積上げることができ、保管運搬スペースを立体的に
有効利用することができる。そして、胴体2と軸脚3は
施工直前に現場で組立てればよいので、軸脚3の付け根
部を損傷する危険性が減少して、不良品発生率を低下さ
せることもできる。
[Effects of the Invention] As described above, the embedded block 1 of the present invention is configured by being divided into the inverted truncated cone shape or the inverted truncated pyramid shape body 2 and the columnar shape or the prismatic shaft leg 3, and the head 4 of the body 2 A recess 11 is provided at the center of the upper surface of the shaft, a vertical through hole 5 having a diameter smaller than that of the recess 11 is provided at the bottom of the recess 11, and an escape groove 12 is continuously provided on the inner side surface of the vertical through hole 5, Is provided with a shoulder portion 7, a connecting rod portion 8 is provided on the upper side of the shoulder portion 7, and a locking projection 13 is provided on the upper end portion of the connecting rod portion 8. The locking projection 13 that is inserted into the through hole 5 and projects from the escape groove portion 12 into the recess 11 is formed by rotating the shaft leg 3 to form the recess 1
1 is an assembled type in which the body 2 and the shaft leg 3 are connected by engaging with the bottom surface of the body 1. Therefore, in storage and transportation, the shaft leg 3 is not fitted to the body 2 in an unassembled state. The body 2 can be stacked with, and the storage and transportation space can be effectively used three-dimensionally. Since the body 2 and the shaft leg 3 may be assembled at the site immediately before construction, the risk of damaging the root of the shaft leg 3 is reduced, and the defective product generation rate can be reduced.

また、本発明の別の組立型埋設ブロックでは、係止突起
13の先端側面に縦溝19を設け、該縦溝19に対面す
る縦溝18を、凹部11の内周面であって逃げ溝部12
に当たらない位置に設け、該縦溝18と縦溝19に跨っ
て連結部材9を挿入して、軸脚3の回動を阻止したの
で、胴体2と軸脚3が所定の組立状態に的確に保持さ
れ、胴体2から軸脚3が抜脱することがないため、この
組立型埋設ブロック1は、安定した状態で埋設使用する
ことができる。
Further, in another assembly type embedded block of the present invention, a vertical groove 19 is provided on the tip side surface of the locking projection 13, and a vertical groove 18 facing the vertical groove 19 is formed on the inner peripheral surface of the recess 11 and is a relief groove portion. 12
Since the connecting member 9 is inserted so as to straddle the vertical groove 18 and the vertical groove 19 to prevent the rotation of the shaft leg 3, the body 2 and the shaft leg 3 are properly assembled in a predetermined assembled state. Since the shaft leg 3 does not come off from the body 2 because it is held by, the assembly type embedded block 1 can be embedded and used in a stable state.

本発明の更に別の組立型埋設ブロックでは、円形又は角
形頭部4の上面部を片流れ傾斜面14とし、加圧水流の
噴射用透孔15を軸脚3に上下貫通して設けたので、こ
の組立型埋設ブロック1は護岸用部材として海岸線の緩
傾斜面の砂地表層部に被覆埋設することができると共
に、軸脚3の透孔15から噴射される加圧水流の利用に
よって、この埋設作業を円滑かつ的確に進行させること
ができる。
In still another assembly type embedded block of the present invention, the upper surface of the circular or rectangular head 4 is the single-flow inclined surface 14, and the through hole 15 for injection of the pressurized water flow is provided vertically through the shaft leg 3. The built-in type embedding block 1 can be buried as a seawall protection member on the surface layer of the sand ground on the gently sloped surface of the shoreline, and the use of the pressurized water flow injected from the through hole 15 of the shaft leg 3 facilitates this embedding work. And it can be progressed accurately.

【図面の簡単な説明】[Brief description of drawings]

第1図は本発明の組立型埋設ブロックの分解状態の斜視
図であり、第2図は該埋設ブロックの組立過程の平面図
であり、第3図は該埋設ブロックの組立完了後の平面図
である。第4図は第3図のA−A線断面図であり、第5
図は第3図のB−B線断面図である。 第6図は本発明の別の埋設ブロックの布設状態の要部縦
断側面図である。第7図は本発明の更に別の埋設ブロッ
クの組立状態の底面図である。 1…組立型埋設ブロック、2…胴体、3…軸脚、4…頭
部、5…上下貫通孔、6…胴体下端面、7…肩部、8…
連結棒部、9…連結部材、10…円錐形突部、11…凹
部、12…逃げ溝部、13…係止突起、14…肩流れ傾
斜面、15…加圧水流の噴射用透孔、16…受金具、1
7…吊下げ鉄筋、18…縦溝、19…縦溝、20…設置
面、21…間詰空間
FIG. 1 is a perspective view of an exploded state of an assembly type embedded block of the present invention, FIG. 2 is a plan view of an assembly process of the embedded block, and FIG. 3 is a plan view of the embedded block after assembly is completed. Is. FIG. 4 is a sectional view taken along line AA of FIG.
The drawing is a sectional view taken along line BB in FIG. FIG. 6 is a vertical cross-sectional side view of essential parts of another buried block of the present invention in a laid state. FIG. 7 is a bottom view of still another embedded block according to the present invention in an assembled state. DESCRIPTION OF SYMBOLS 1 ... Assembly type embedded block, 2 ... Body, 3 ... Shaft leg, 4 ... Head, 5 ... Vertical through hole, 6 ... Body lower end surface, 7 ... Shoulder part, 8 ...
Connection rod portion, 9 ... Connection member, 10 ... Conical projection, 11 ... Recessed portion, 12 ... Relief groove portion, 13 ... Locking protrusion, 14 ... Shoulder flow inclined surface, 15 ... Pressurized water jet injection through hole, 16 ... Bracket, 1
7 ... Hanging rebar, 18 ... Vertical groove, 19 ... Vertical groove, 20 ... Installation surface, 21 ... Packing space

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】円形又は角形頭部4の上面中央部に凹部1
1を設け、該凹部11の底面に凹部11より小径な上下
貫通孔5を設け、該上下貫通孔5の内側面部に逃げ溝部
12を連設した倒立円錐台形又は倒立角錐台形胴体2
と;該胴体2の下端面6が当接する肩部7を中間部に設
け、胴体2の上下貫通孔5に挿通される連結棒部8を該
肩部7の上側に突設し、該連結棒部8の上端部に前記逃
げ溝部12に挿通される係止突起13を設けた円柱形又
は角柱形軸脚3とから成り、該係止突起13を該凹部1
1の底面に係合させて、胴体2と軸脚3を連結する組立
型埋設ブロック。
1. A concave portion 1 is formed in a central portion of an upper surface of a circular or square head 4.
1, a vertical through hole 5 having a diameter smaller than that of the concave portion 11 is provided on the bottom surface of the concave portion 11, and an escape groove portion 12 is continuously provided on an inner side surface portion of the vertical through hole 5 to form an inverted truncated cone or inverted truncated pyramid trapezoidal body 2.
And a shoulder portion 7 with which the lower end surface 6 of the body 2 abuts is provided in an intermediate portion, and a connecting rod portion 8 inserted into the vertical through hole 5 of the body 2 is provided above the shoulder portion 7 so as to project. It is composed of a columnar or prismatic shaft leg 3 provided with a locking projection 13 which is inserted into the clearance groove portion 12 at the upper end of the rod portion 8.
An assembly type embedded block that engages with the bottom surface of 1 to connect the body 2 and the shaft leg 3.
【請求項2】係止突起13の先端側面に縦溝19を設
け、該縦溝19に対面する縦溝18を、凹部11の内周
面であって逃げ溝部12に当たらない位置に設け、該縦
溝18と縦溝19に跨って連結部材9を挿入して、軸脚
3の回動を阻止する請求項(1)記載の組立型埋設ブロッ
ク。
2. A vertical groove 19 is provided on the tip side surface of the locking projection 13, and a vertical groove 18 facing the vertical groove 19 is provided at a position on the inner peripheral surface of the recess 11 which does not hit the escape groove 12. The assembly type embedded block according to claim 1, wherein the connecting member 9 is inserted across the vertical groove 18 and the vertical groove 19 to prevent the pivot leg 3 from rotating.
【請求項3】円形又は角形頭部4の上面部を片流れ傾斜
面14とし、加圧水流の噴射用透孔15を軸脚3に上下
貫通して設けた請求項(1)記載の組立型埋設ブロック。
3. The assembly type embedding device according to claim 1, wherein the upper surface portion of the circular or prismatic head portion 4 is a single-flow inclined surface 14, and a through hole 15 for jetting a pressurized water flow is provided vertically through the shaft leg 3. block.
【請求項4】円形又は角形頭部4の上面部を片流れ傾斜
面14とし、加圧水流の噴射用透孔15を軸脚3に上下
貫通して設け、係止突起13の先端側面に縦溝19を設
け、該縦溝19に対面する縦溝18を、凹部11の内周
面であって逃げ溝部12に当たらない位置に設け、該縦
溝18と縦溝19に跨って連結部材9を挿入して、軸脚
3の回動を阻止する請求項(1)記載の組立型埋設ブロッ
ク。
4. An upper surface of a circular or prismatic head 4 is used as a single-flow inclined surface 14, and a through hole 15 for injection of a pressurized water flow is provided vertically through the shaft leg 3, and a vertical groove is formed on the tip side surface of the locking projection 13. 19 is provided, the vertical groove 18 facing the vertical groove 19 is provided at a position on the inner peripheral surface of the recess 11 that does not hit the escape groove portion 12, and the connecting member 9 is provided across the vertical groove 18 and the vertical groove 19. The assembly type embedded block according to claim 1, which is inserted to prevent the pivot leg 3 from rotating.
JP11008388A 1988-05-06 1988-05-06 Assembly type buried block Expired - Lifetime JPH0656012B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11008388A JPH0656012B2 (en) 1988-05-06 1988-05-06 Assembly type buried block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11008388A JPH0656012B2 (en) 1988-05-06 1988-05-06 Assembly type buried block

Publications (2)

Publication Number Publication Date
JPH01280119A JPH01280119A (en) 1989-11-10
JPH0656012B2 true JPH0656012B2 (en) 1994-07-27

Family

ID=14526600

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11008388A Expired - Lifetime JPH0656012B2 (en) 1988-05-06 1988-05-06 Assembly type buried block

Country Status (1)

Country Link
JP (1) JPH0656012B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2503045Y2 (en) * 1992-12-18 1996-06-26 関東帝国ヒューム管株式会社 Foundation block for lighting

Also Published As

Publication number Publication date
JPH01280119A (en) 1989-11-10

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