JP2001323479A - Foundation of structure - Google Patents

Foundation of structure

Info

Publication number
JP2001323479A
JP2001323479A JP2000183720A JP2000183720A JP2001323479A JP 2001323479 A JP2001323479 A JP 2001323479A JP 2000183720 A JP2000183720 A JP 2000183720A JP 2000183720 A JP2000183720 A JP 2000183720A JP 2001323479 A JP2001323479 A JP 2001323479A
Authority
JP
Japan
Prior art keywords
foundation
pile
flat steel
ground
twisted
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.)
Pending
Application number
JP2000183720A
Other languages
Japanese (ja)
Inventor
Tsuneo Goto
常郎 後藤
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP2000183720A priority Critical patent/JP2001323479A/en
Publication of JP2001323479A publication Critical patent/JP2001323479A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To eliminate labor, time and costs to be constructed in a conventional foundation for driving foundation pile made of reinforced concrete and forming blocks made of reinforced concrete thereon. SOLUTION: A pile formed of twisted flat steel obtained by twisting flat steel is used in place of a conventional foundation pile. The twisted flat steel pile requires less labor, time and cost to be constructed because it can be placed upright by simply driving into the ground.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、基礎の上に構造物
を建てる、構造物の基礎に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a foundation for a structure, on which the structure is built.

【0002】[0002]

【従来の技術】従来の構造物の基礎は、図2に示す如
く、地面に穴を掘って鉄筋コンクリート製の基礎杭(1
0)を打ち込み、その上に砕石を敷き詰めて突き固め、
コンクリートを流し込んで底の基礎(2)を作り、その
上に鉄骨入りのコンクリート製のブロック(3)を作っ
ている。
2. Description of the Related Art As shown in FIG. 2, a conventional structural foundation is formed by digging a hole in the ground to make a reinforced concrete foundation pile (1).
0), crushed stones are laid on it,
Concrete is poured into the bottom foundation (2), on which a concrete block (3) with steel frames is made.

【0003】[0003]

【発明が解決しようとする課題】このように従来の構造
物の基礎は、基礎杭を打ち込むのに、穴掘り機械と打ち
込み機械を使い、労力と時間がかかり、経費がかかる仕
事である。
As described above, the foundation of a conventional structure is a labor-intensive, time-consuming and costly work that uses a digging machine and a driving machine to drive a foundation pile.

【0004】[0004]

【課題を解決するための手段】そこで本発明は、従来の
基礎杭に代わり、図1に示す如く平鋼を捩ったねじり平
鋼(1)を使う事にした。このねじり平鋼は、長い平鋼
を同じピッチで真っ直ぐに捩じった物であり、本出願人
が、先にねじり平鋼を捩じれる方法と機械を開発し、既
に特願平10−272512により特許出願済みで、今
では簡単に製造出来る。これを地面に捩じ込んで、その
上に鉄骨入りのコンクリート製のブロック(3)を作れ
ば、従来のように、地面に穴を掘る事も、打ち込む事も
ないので、労力と時間がかからず、経費も少なくて済む
ようなる。
Therefore, in the present invention, a twisted flat steel (1) obtained by twisting a flat steel as shown in FIG. 1 is used instead of the conventional foundation pile. This twisted flat steel is a long flat steel that is twisted straight at the same pitch. The present applicant has developed a method and a machine for twisting the twisted flat steel first, and has already filed Japanese Patent Application No. 10-272512. Has been applied for a patent, and can be easily manufactured now. By screwing it into the ground and making a concrete block (3) with a steel frame on it, there is no need to dig or punch holes in the ground as in the past, so labor and time are saved. Less costly.

【0005】[0005]

【作用】ここで従来の基礎杭とねじり平鋼杭の性能を比
較する。先ず地面に打ち込んだ従来の基礎杭を引き抜く
場合は、基礎杭の周面と土の摩擦力しか作用していない
ので、ある程度の力で抜けてくる。これに対して、地面
に捩じ込んだねじり平鋼杭を引き抜く場合は、螺旋状の
平鋼がコルクの栓抜きのように、地面に捩じ込まれてい
るので、ねじり平鋼が回らなければ、地面が割れない限
り抜けてこない。
[Operation] Here, the performances of the conventional foundation pile and the twisted flat steel pile are compared. First, when pulling out the conventional foundation pile driven into the ground, since only the frictional force between the peripheral surface of the foundation pile and the soil is applied, the foundation pile is pulled out with a certain force. On the other hand, when pulling out a twisted flat steel pile screwed into the ground, the spiral flat steel is screwed into the ground like a cork opener, so the twisted flat steel must be turned. If the ground does not break, it will not come out.

【0006】同様な事が押込む時にも言えるので、杭を
引抜く力と押込む力は、ねじり平鋼杭の方が従来の基礎
杭より遥かに大きいと言える。このように本発明のねじ
り平鋼杭は、従来の基礎杭に代わって充分使用出来る性
能を持っている。
[0006] Since the same can be said at the time of pushing, it can be said that the pulling force and the pushing force of the pile are much larger in the twisted flat steel pile than in the conventional foundation pile. As described above, the twisted flat steel pile of the present invention has sufficient performance to replace the conventional foundation pile.

【0007】又このねじり平鋼杭は図3に示す如く、別
に新しいタイプの構造物の基礎を構成する事が出来る。
それは先ずねじり平鋼(1a)を4本、四角形の隅に配
置して地面に捩じ込む。次に4本のねじり平鋼の上部
を、枠(6)で連結して止めれば、これ丈で構造物の基
礎が出来る。後はこの上に構造物を取り付ければよい。
As shown in FIG. 3, the twisted flat steel pile can be used as a basis for a new type of structure.
First, four twisted flat bars (1a) are arranged at the corners of a square and screwed into the ground. Next, if the upper parts of the four twisted flat bars are connected and stopped by the frame (6), the foundation of the structure can be formed with this length. After that, a structure may be attached on this.

【0008】[0008]

【発明の実施の形態】先ず請求項1の実施例について説
明すると、図1に示す如く、先ず地面に両端を切断した
ねじり平鋼(1)を4本配置して捩じ込む。この場合先
端に丸鋼を溶接しておくと、位置決めに便利である。そ
してその上に砕石を敷き詰めて突き固め、コンクリート
を流し込んで底の基礎(2)を作り、その上に鉄骨を組
んでそれを枠で囲い、枠にコンクリートを流し込んで、
上部にアンカーボルト(4)を出したブロック(3)を
作る。このようにして作った基礎のアンカーボルトに、
構造物を取り付けるようにした。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS First, as shown in FIG. 1, four torsion flat steel bars (1), both ends of which are cut, are arranged and screwed into the ground as shown in FIG. In this case, if a round bar is welded to the tip, it is convenient for positioning. Then, lay crushed stones on it, squeeze them, pour concrete to make the bottom foundation (2), build a steel frame on it, surround it with a frame, pour concrete into the frame,
Make a block (3) with an anchor bolt (4) at the top. To the anchor bolt of the foundation made in this way,
The structure was attached.

【0009】尚このような構造物を支える基礎に使うね
じり平鋼杭は、幅10cm以上の平鋼を使い、又捩じ込
みも、圧入もしくは回転圧入する土木工事の機械を使っ
て工事を行う事になる。
The torsion flat steel pile used as the foundation for supporting such a structure uses a flat steel having a width of 10 cm or more, and the screwing is performed by using a press-fitting or rotary-pressing civil engineering machine. Will be.

【0010】次に請求項2の実施例を説明すると、図3
に示す如く、先ずねじり平鋼(1a)の一方の端の中心
にボルト(5)を溶接して取り付け、もう一方の端は先
を少し尖らせる。そしてこのねじり平鋼を、地面上の正
方形の角の位置に4本配置して捩じ込む。別に山型鋼で
枠(6)を作り、底に同じ配置で4個の穴を開けてお
く。この枠をねじり平鋼の上に載せ、穴にボルトを通し
て、ナット(7)で取り付ければ基礎が完成する。
Next, an embodiment of the present invention will be described with reference to FIG.
As shown in the figure, a bolt (5) is first attached to the center of one end of the twisted flat bar (1a) by welding, and the other end is slightly pointed. Then, four twisted flat bars are arranged at the corners of the square on the ground and screwed. Separately, a frame (6) is made of angle steel, and four holes are drilled in the bottom in the same arrangement. This frame is placed on a torsion bar, bolts are passed through the holes, and the nuts (7) are used to complete the foundation.

【0011】そこでこの基礎の上に、柱を立てた例を図
4により説明する。この場合は別に板(8)の上に柱
(9)を立てた物を作り、これを枠(6)の上に載せて
取り付ければ、簡単に柱を立てる事が出来る。
An example in which a pillar is erected on this foundation will be described with reference to FIG. In this case, if a product having a pillar (9) standing on a plate (8) is made separately and mounted on a frame (6), the pillar can be easily placed.

【0012】尚この基礎は、四隅に配置して4カ所設置
すれば、この上に4本柱の広告塔を立てる事が出来る
し、又並べて数箇所設置すれば、連結して塀を立てる事
が出来る等、利用範囲が極めて多い。
If the foundation is placed at four corners and installed at four locations, a four-posted advertising tower can be erected on this foundation, and if it is installed side by side at several places, it can be connected to erect a fence. The range of use is extremely large.

【発明の効果】以上のように本発明の構造物の基礎は、
次のような効果がある。 1.杭を設置するのに、本発明のねじり平鋼杭は捩じ込
むだけなので、従来の杭の打ち込み工事に比べると、無
振動、無騒音で行え、公害を起こす事がない。 2.地面を掘ったり、埋め戻したり、土を移動したりす
る事がないので、自然環境を破壊しない。 3.設置するのに、穴を掘ったり、打ち込んだり、埋め
戻したりする事がなく、捩じ込むだけなので、仕事の時
間が大巾に短縮出来、工事費用が少なくて済む。
As described above, the basis of the structure of the present invention is as follows.
The following effects are obtained. 1. Since the twisted flat steel pile of the present invention is simply screwed in to install the pile, it can be performed with no vibration and no noise as compared with the conventional pile driving work, and does not cause pollution. 2. It does not dig, backfill or move the soil, so it does not destroy the natural environment. 3. There is no need to dig, hammer or backfill the installation, just screw it in, so the work time can be greatly reduced and the construction cost is low.

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

【図1】本発明請求項1記載の構造物の基礎で(イ)は
平面図、(ロ)は正面図。
FIG. 1 is a plan view and FIG. 1B is a front view of a foundation of a structure according to claim 1 of the present invention.

【図2】従来の構造物の基礎で(イ)は平面図、(ロ)
は正面図。
FIG. 2 (a) is a plan view and (b) is a basis of a conventional structure.
Is a front view.

【図3】本発明請求項2記載の構造物の基礎で(イ)は
平面図、(ロ)は正面図。
3 (a) is a plan view and FIG. 3 (b) is a front view of the foundation of the structure according to claim 2 of the present invention.

【図4】本発明請求項2記載の構造物の基礎を、柱立て
に使用した正面図。
FIG. 4 is a front view in which the foundation of the structure according to claim 2 of the present invention is used for a pillar.

【符号の説明】[Explanation of symbols]

1、1a ねじり平鋼 2 底の基礎 3 ブロック 4 アンカーボルト 5 ボルト 6 枠 7 ナット 8 板 9 柱 10 基礎杭 DESCRIPTION OF SYMBOLS 1, 1a Twisted flat steel 2 Bottom foundation 3 Block 4 Anchor bolt 5 Bolt 6 Frame 7 Nut 8 Plate 9 Column 10 Foundation pile

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】平鋼を捩じったねじり平鋼を、複数本地面
に捩じ込み、各ねじり平鋼の上部を鉄骨入りのコンクリ
ートブロックで固め、上部にアンカーボルトを出した事
を特徴とする構造物の基礎。
[1] A plurality of torsion flat bars obtained by twisting flat bars are screwed into the ground, the upper portion of each torsion bar is fixed with a concrete block containing a steel frame, and an anchor bolt is provided at the upper portion. The basics of the structure.
【請求項2】平鋼を捩じったねじり平鋼を、複数本地面
に捩じ込み、各ねじり平鋼の上部を枠で連結して止めた
事を特徴とする、請求項1記載の構造物の基礎。
2. The twisted flat bar according to claim 1, wherein a plurality of twisted flat bars are screwed into the ground, and the upper portions of the twisted flat bars are connected to each other by a frame. The foundation of the structure.
JP2000183720A 2000-05-15 2000-05-15 Foundation of structure Pending JP2001323479A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000183720A JP2001323479A (en) 2000-05-15 2000-05-15 Foundation of structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000183720A JP2001323479A (en) 2000-05-15 2000-05-15 Foundation of structure

Publications (1)

Publication Number Publication Date
JP2001323479A true JP2001323479A (en) 2001-11-22

Family

ID=18684258

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000183720A Pending JP2001323479A (en) 2000-05-15 2000-05-15 Foundation of structure

Country Status (1)

Country Link
JP (1) JP2001323479A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2012019505A1 (en) * 2010-08-11 2012-02-16 Huo Hongbin Pile anchor foundation structure
WO2012150642A1 (en) * 2011-04-30 2012-11-08 ニッコープランニング株式会社 Temporary gate, installation structure for temporary gate, and pile structure for installing temporary fence/gate
JP2013163909A (en) * 2012-02-10 2013-08-22 Gt Spiral Co Ltd Foundation pile
JP2015055053A (en) * 2013-09-10 2015-03-23 株式会社 Gtスパイラル Spiral pile foundation

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2012019505A1 (en) * 2010-08-11 2012-02-16 Huo Hongbin Pile anchor foundation structure
WO2012150642A1 (en) * 2011-04-30 2012-11-08 ニッコープランニング株式会社 Temporary gate, installation structure for temporary gate, and pile structure for installing temporary fence/gate
JP2012246748A (en) * 2011-04-30 2012-12-13 Nikko Planning Kk Temporary gate, installation structure for temporary gate and pile structure for temporary fence/gate installation
JP2013163909A (en) * 2012-02-10 2013-08-22 Gt Spiral Co Ltd Foundation pile
JP2015055053A (en) * 2013-09-10 2015-03-23 株式会社 Gtスパイラル Spiral pile foundation

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