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JPH0380215B2 - - Google Patents
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JPH0380215B2 - - Google Patents

Info

Publication number
JPH0380215B2
JPH0380215B2 JP8323985A JP8323985A JPH0380215B2 JP H0380215 B2 JPH0380215 B2 JP H0380215B2 JP 8323985 A JP8323985 A JP 8323985A JP 8323985 A JP8323985 A JP 8323985A JP H0380215 B2 JPH0380215 B2 JP H0380215B2
Authority
JP
Japan
Prior art keywords
block
leg
pivot leg
pivot
shaped concrete
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
Application number
JP8323985A
Other languages
Japanese (ja)
Other versions
JPS61242227A (en
Inventor
Shunsuke Arai
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
KUBOTA KONKURIITO KK
Original Assignee
KUBOTA KONKURIITO KK
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 KUBOTA KONKURIITO KK filed Critical KUBOTA KONKURIITO KK
Priority to JP8323985A priority Critical patent/JPS61242227A/en
Publication of JPS61242227A publication Critical patent/JPS61242227A/en
Publication of JPH0380215B2 publication Critical patent/JPH0380215B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Foundations (AREA)

Description

【発明の詳細な説明】 産業上の利用分野 本発明はコマ型コンクリートブロツク及びその
据付方法に関する。
DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application The present invention relates to a block-shaped concrete block and a method for installing the same.

従来の技術 土木、建築、機械基礎用のぐり石として、従
来、コマ型コンクリートブロツクが提案されてい
る。これは、コマ型のブロツク本体と軸脚とをコ
ンクリートで一体に成形したものであり、ブロツ
ク本体の円錐形面の作用により直載荷重を横方向
に分散できる効果を有するものである。
BACKGROUND OF THE INVENTION Conventionally, frame-shaped concrete blocks have been proposed as goring stones for civil engineering, architecture, and machine foundations. This is a block-shaped block body and a shaft leg integrally molded from concrete, and has the effect of distributing the direct load laterally by the action of the conical surface of the block body.

発明が解決しようとする問題点 ところが、このような従来のコマ型コンクリー
トブロツクでは、特にそのブロツク本体の重量が
大きなものであるため、心出し(据付位置の決
定)が困難であり、しかもブロツク本体の上面の
水平が出しにくく、その据付作業性が悪いという
問題点がある。
Problems to be Solved by the Invention However, with such conventional block-shaped concrete blocks, centering (determining the installation position) is difficult, especially since the weight of the block body is large. There is a problem in that it is difficult to level the top surface of the device, making installation work difficult.

そこで本発明はこのような従来の問題点を解決
し、据付作業性を良好とすることを目的とする。
SUMMARY OF THE INVENTION It is therefore an object of the present invention to solve these conventional problems and improve installation workability.

問題点を解決するための手段 上記問題点を解決するため本発明は、コマ型の
ブロツク本体と軸脚とを着脱自在に構成したもの
である。
Means for Solving the Problems In order to solve the above problems, the present invention has a top-shaped block main body and a pivot leg that are configured to be detachable.

また本発明方法は、軸脚を地中の所定位置に打
ち込んだ後に、この軸脚に対し着脱自在に構成さ
れたコマ型のブロツク本体をこの軸脚に取り付け
るものである。
Further, in the method of the present invention, after the pivot leg is driven into a predetermined position in the ground, a top-shaped block body configured to be detachably attached to the pivot leg is attached to the pivot leg.

作 用 このような手段によると、まず軸脚のみを、所
定位置に確実に位置決めするとともにその鉛直軸
心も正しく調整して地中に打込み、その後この軸
脚にブロツク本体を取り付ければよい。このよう
にすると、コンクリートブロツク全体の位置決め
や水平出しを、小形軽量の軸脚だけの調整で実施
できるため、コンクリートブロツク全体の据付作
業を容易かつ正確なものとすることができる。
Operation According to such a means, it is sufficient to first securely position only the pivot leg at a predetermined position, adjust its vertical axis correctly, drive it into the ground, and then attach the block body to the pivot leg. In this way, the positioning and leveling of the entire concrete block can be carried out by adjusting only the small and lightweight pivot legs, making the installation work of the entire concrete block easy and accurate.

実施例 以下、本発明の実施例について説明する。第1
図a,b,cは本発明にもとづくコマ型コンクリ
ートブロツク1の一例を示すものであり、2は円
錐面3を有したコマ型のブロツク本体、4は軸脚
である。ブロツク本体2には、その中心軸上に下
広がり状のテーパ孔5が貫通形成され、一方、軸
脚4には、テーパ孔5に嵌合する先細り状のテー
パ部6が形成されて、両者は互いに着脱自在とな
つている。第1図cは軸脚4をブロツク本体2に
挿入嵌合して一体化した状態を示している。7は
ブロツク本体2の把手で、ブロツク本体2内への
埋設部は鉄筋として作用している。8は軸脚4の
鉄筋である。軸脚4の先端シユー9は鉄部材やプ
ラスチツク部材にて構成され、前記鉄筋8がその
内面に取り付けられている。
Examples Examples of the present invention will be described below. 1st
Figures a, b, and c show an example of a block-shaped concrete block 1 according to the present invention, where 2 is a block body having a conical surface 3, and 4 is a pivot leg. The block main body 2 has a downwardly expanding tapered hole 5 formed therethrough on its central axis, while the shaft leg 4 has a tapered portion 6 that fits into the tapered hole 5, so that the two can be connected to each other. are detachable from each other. FIG. 1c shows a state in which the pivot leg 4 is inserted and fitted into the block main body 2 and integrated. Reference numeral 7 denotes a handle of the block body 2, and a portion buried in the block body 2 acts as a reinforcing bar. 8 is a reinforcing bar of the shaft leg 4. The tip shoe 9 of the shaft leg 4 is made of iron or plastic, and the reinforcing bar 8 is attached to its inner surface.

なお、第1図では、テーパ孔5、テーパ部6と
も横断面円形のものを示したが、これは他の形状
でもよく、たとえば第2図に示すように横断面角
形としてもよい。
In FIG. 1, both the tapered hole 5 and the tapered portion 6 are shown as having circular cross sections, but they may have other shapes, for example, as shown in FIG. 2, they may have rectangular cross sections.

第3図a,b,cは本発明によるコマ型コンク
リートブロツク1の他の例を示すものである。こ
こでaではブロツク本体2にストレート孔10を
形成し、かつ軸脚4にはブロツク本体2と係り合
う段軸部11を形成している。またbでは木製の
軸脚4を用い、ブロツク本体2の荷重を受けかつ
高さ位置を決めるためのの横木12を設けてい
る。さらにcではブロツク本体2の中心部に鉄製
の筒体13を埋設し、軸脚4を、この筒体13に
内嵌するパイプにて構成している。なお、必要に
応じて筒体13と軸脚4とを溶接することもで
き、14はその溶接部である。
3a, b and c show other examples of the block-shaped concrete block 1 according to the present invention. Here, in a, a straight hole 10 is formed in the block body 2, and a stepped shaft portion 11 that engages with the block body 2 is formed in the shaft leg 4. Further, in b, a wooden shaft leg 4 is used, and a crossbar 12 is provided for receiving the load of the block body 2 and determining the height position. Furthermore, in c, an iron cylindrical body 13 is buried in the center of the block body 2, and the shaft leg 4 is constituted by a pipe that is fitted inside this cylindrical body 13. Note that the cylindrical body 13 and the shaft leg 4 can be welded together if necessary, and 14 is the welded portion.

次に、上記コマ型コンクリートブロツク1の据
付方法を、第4図にもとづいて説明する。まずa
に示すように地盤15を掘削し、コマ型コンクリ
ートブロツク1の据付位置にマーク16を記す。
17は高さ方向の基準をなすため水平に設置され
た水貫、18は水杭である。次にbに示すように
マーク16位置の地中に軸脚4を打ち込む。この
とき、マーク16に対応した軸脚4の正確な位置
決めや、軸脚4の鉛直出し等の作業が必要である
が、軸脚4は小形でしかも軽量であるため、これ
ら作業を容易に行なうことができる。軸脚4の打
ち込み量は、テーパ部6が地表から突出する程度
としておく。
Next, a method of installing the above-mentioned block-shaped concrete block 1 will be explained based on FIG. 4. First a
As shown in the figure, the ground 15 is excavated and a mark 16 is marked at the installation position of the block-shaped concrete block 1.
Reference numeral 17 indicates a water penetration installed horizontally to serve as a reference in the height direction, and reference numeral 18 indicates a water pile. Next, as shown in b, the shaft leg 4 is driven into the ground at the mark 16 position. At this time, it is necessary to accurately position the pivot leg 4 in accordance with the mark 16 and to align the pivot leg 4 vertically, but since the pivot leg 4 is small and lightweight, these tasks can be easily performed. be able to. The driving amount of the shaft leg 4 is set to such an extent that the taper portion 6 protrudes from the ground surface.

軸脚4が打ち込まれたなら、次にcに示すよう
に軸脚4にブロツク本体2を取り付ける。このと
き、前述のように軸脚4の位置決め及び鉛直出し
が確実になされているため、ブロツク本体2は正
確に所定位置に設置され、かつその上面の水平も
良好に出されることになる。ブロツク本体2の設
置が完了したなら、dのように切込砂利19を充
填して、据付作業が完了する。
Once the pivot leg 4 has been driven in, the block body 2 is then attached to the pivot leg 4 as shown in c. At this time, since the positioning and vertical alignment of the pivot leg 4 are ensured as described above, the block body 2 is accurately installed in a predetermined position, and its upper surface is also well leveled. When the installation of the block body 2 is completed, the cut gravel 19 is filled as shown in d, and the installation work is completed.

第5図は上記据付完了状態の平面図及び正面視
の断面図を示すものである。
FIG. 5 shows a plan view and a front sectional view of the above-mentioned installed state.

このように本発明によると、コマ型コンクリー
トブロツク1を容易かつ正確に据付けることがで
きる。
As described above, according to the present invention, the block-shaped concrete block 1 can be installed easily and accurately.

また、地盤15及び上部構造物の状況に応じ
て、軸脚4の長さを自由に選定できる利点もあ
る。すなわち、第6図はコマ型コンクリートブロ
ツク1を擁壁20の基礎として用いた場合を例示
するもので、aはその正面図、bはaにおける
−断面図である。ここでは、適当箇所の軸脚4
aを比較的長めに形成して、水平方向の土圧21
を受ける杭として作用させ、これによりすべり出
しを防止している。第7図はコマ型コンクリート
ブロツク1を建築物の栗石として用いた場合を例
示するもので、aはその正面図、bはaにおける
−断面図である。本例では、長めの軸脚4a
を適当に配置することにより、栗石と杭との併合
作用を得ることができ、杭として作用する軸脚4
aによる摩擦力の増大により、載荷重の支持力の
増大効果を得ることができる。このように、長め
の軸脚4aを用いることによつて、杭としての機
能をより明確に持たせることができる。
Another advantage is that the length of the pivot leg 4 can be freely selected depending on the conditions of the ground 15 and the superstructure. That is, FIG. 6 illustrates the case where the frame-shaped concrete block 1 is used as the foundation of the retaining wall 20, where a is a front view thereof and b is a cross-sectional view taken at a. Here, the pivot leg 4 at an appropriate location
By forming a relatively long, the horizontal earth pressure 21
It acts as a pile to receive the load, thereby preventing it from slipping. FIG. 7 illustrates the case where the frame-shaped concrete block 1 is used as a stone for a building, in which a is a front view thereof and b is a cross-sectional view taken at a. In this example, the long shaft leg 4a
By arranging them appropriately, it is possible to obtain the merging action of the chestnut stone and the pile, and the shaft leg 4 that acts as a pile can be obtained.
By increasing the frictional force due to a, the effect of increasing the supporting force of the loaded load can be obtained. In this way, by using the longer shaft leg 4a, the function as a stake can be more clearly provided.

さらに、ブロツク本体2は従来の軸脚まで一体
に形成するものに比べて製造が容易となり、しか
も貯蔵する場合には上下に積み重ねることができ
るため、広い場所を必要としないうえに整然と配
列することができ、加えて積置または運搬中に破
損が生じることもない。
Furthermore, the block body 2 is easier to manufacture than the conventional one in which the shaft legs are integrally formed, and when storing it, it can be stacked vertically, so it does not require a large space and can be arranged in an orderly manner. In addition, there will be no damage during storage or transportation.

発明の効果 以上述べたように本発明によると、ブロツクの
据付を容易かつ正確に行なうことができて据付作
業を良好なものとすることができ、しかも、地
盤、構造物に適応して軸脚の長さを自在に選定す
ることにより、構造物に作用する直載力及び水平
力を合理的に負担させることができる。
Effects of the Invention As described above, according to the present invention, the block can be installed easily and accurately, and the installation work can be performed well. By freely selecting the length of the structure, the direct load and horizontal force acting on the structure can be rationally borne.

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

第1図は本発明にもとづくコマ型コンクリート
ブロツクの一例を示す図、第2図は軸脚の他の例
を示す図、第3図はコマ型コンクリートブロツク
の他の例を示す図、第4図は本発明にもとづく据
付方法を例示する図、第5図は据付完了状態を示
す図、第6図は擁壁の基礎としての応用例を示す
図、第7図は建築物の栗石としての応用例を示す
図である。 2……ブロツク本体、4,4a……軸脚、5…
…テーパ孔、6……テーパ部、15……地盤、1
9……切込砂利。
FIG. 1 is a diagram showing an example of a block-shaped concrete block based on the present invention, FIG. 2 is a diagram showing another example of a pivot leg, FIG. 3 is a diagram showing another example of a block-shaped concrete block, and FIG. The figure shows an example of the installation method based on the present invention, Figure 5 shows the completed installation, Figure 6 shows an example of its application as a foundation for a retaining wall, and Figure 7 shows how it can be used as a building stone. It is a figure showing an example of application. 2...Block body, 4, 4a...Axis leg, 5...
...Tapered hole, 6... Tapered part, 15... Ground, 1
9...Incised gravel.

Claims (1)

【特許請求の範囲】 1 コマ型のブロツク本体と軸脚とを着脱自在に
構成したことを特徴とするコマ型コンクリートブ
ロツク。 2 軸脚を地中の所定位置に打ち込んだ後に、こ
の軸脚に対し着脱自在に構成されたコマ型ブロツ
ク本体をこの軸脚に取り付けることを特徴とする
コマ型コンクリートブロツクの据付方法。
[Scope of Claims] 1. A block-shaped concrete block characterized in that a block-shaped block main body and a pivot leg are configured to be detachably attached. 2. A method for installing a block-shaped concrete block, which comprises driving the pivot leg into a predetermined position in the ground, and then attaching the block body, which is configured to be detachably attached to the pivot leg, to the pivot leg.
JP8323985A 1985-04-18 1985-04-18 Top-shaped concrete block and its installation Granted JPS61242227A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8323985A JPS61242227A (en) 1985-04-18 1985-04-18 Top-shaped concrete block and its installation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8323985A JPS61242227A (en) 1985-04-18 1985-04-18 Top-shaped concrete block and its installation

Publications (2)

Publication Number Publication Date
JPS61242227A JPS61242227A (en) 1986-10-28
JPH0380215B2 true JPH0380215B2 (en) 1991-12-24

Family

ID=13796771

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8323985A Granted JPS61242227A (en) 1985-04-18 1985-04-18 Top-shaped concrete block and its installation

Country Status (1)

Country Link
JP (1) JPS61242227A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01280118A (en) * 1988-05-06 1989-11-10 Maikoma Seven:Kk Built-up type buried block and construction method
JP2014029100A (en) * 2012-06-25 2014-02-13 Toccon:Kk Retaining wall structure

Also Published As

Publication number Publication date
JPS61242227A (en) 1986-10-28

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