JPS605095Y2 - Basic structure of the building - Google Patents

Basic structure of the building

Info

Publication number
JPS605095Y2
JPS605095Y2 JP16771181U JP16771181U JPS605095Y2 JP S605095 Y2 JPS605095 Y2 JP S605095Y2 JP 16771181 U JP16771181 U JP 16771181U JP 16771181 U JP16771181 U JP 16771181U JP S605095 Y2 JPS605095 Y2 JP S605095Y2
Authority
JP
Japan
Prior art keywords
steel pipe
pile
foundation
foundation pile
building
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
JP16771181U
Other languages
Japanese (ja)
Other versions
JPS5872248U (en
Inventor
峻夫 安藤
茂 鈴木
Original Assignee
株式会社東洋パイルヒユ−ム管製作所
株式会社トウパル技術研究所
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 株式会社東洋パイルヒユ−ム管製作所, 株式会社トウパル技術研究所 filed Critical 株式会社東洋パイルヒユ−ム管製作所
Priority to JP16771181U priority Critical patent/JPS605095Y2/en
Publication of JPS5872248U publication Critical patent/JPS5872248U/en
Application granted granted Critical
Publication of JPS605095Y2 publication Critical patent/JPS605095Y2/en
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 本考案は基礎杭の上端周辺に補強材を一体的に取付構成
した基礎杭を利用した構築物の基礎構造に係り、更に詳
しくは上端部外周にドーナツツ型フランジが一体的に固
着された鋼管を埋設施行後の基礎杭の上端に嵌合し、か
つ該基礎杭と鋼管との間に充填剤を充填して基礎杭と鋼
管とを一体的に固着構成したことを特徴とした構築物の
基礎構造に関するものである。
[Detailed description of the invention] This invention relates to the foundation structure of a structure using a foundation pile in which reinforcing material is integrally attached around the upper end of the foundation pile, and more specifically, a donut-shaped flange is integrally attached to the outer periphery of the upper end. The steel pipe fixed to the base pile is fitted to the upper end of the foundation pile after being buried, and a filler is filled between the foundation pile and the steel pipe, so that the foundation pile and the steel pipe are integrally fixed. It concerns the basic structure of the constructed structure.

地震等による水平力が基礎杭頭部と基礎部材との接合部
にか)る点を考慮して、従来も例えば実公昭56−34
045号公報に示す如く、鋼管の内面に数本の鉄筋を固
着すると共にこれを鋼管の上方に突出させ、鋼管を基礎
杭に嵌着した後前記鉄筋を放射状に曲折させてコンクリ
ート基礎を構築する基礎構造が開発され、一部で実用化
されているが、数本の鉄筋を順に鋼管の内面に固着する
作業が能率が悪い上に更に鋼管を現場に於て基礎杭に嵌
着した後前述の鉄筋を順に放射状に折曲構成上なければ
ならず、極めて作業性が悪くコスト高になる等の欠点が
あった。
In consideration of the fact that horizontal force due to earthquakes etc. is applied to the joint between the foundation pile head and the foundation member, conventional methods such as
As shown in Publication No. 045, several reinforcing bars are fixed to the inner surface of a steel pipe and are made to protrude above the steel pipe, and after the steel pipe is fitted to a foundation pile, the reinforcing bars are bent radially to construct a concrete foundation. A foundation structure has been developed and has been put into practical use in some areas, but the work of fixing several reinforcing bars to the inner surface of the steel pipe in sequence is inefficient, and the work described above is difficult after the steel pipes are fitted to the foundation piles on site. The reinforcing bars had to be bent radially in sequence, which had disadvantages such as extremely poor workability and high cost.

本考案に係る基礎構造は従来の之等の欠点に鑑み開発さ
れた全く新規な技術に関するものである。
The basic structure according to the present invention is a completely new technology developed in view of the drawbacks of the conventional technology.

図により本願考案の一実施例を具体的に説明すると、第
1図乃至第3図に於て、1は予め地盤に埋設された基礎
杭であり、2は該杭1の周りに嵌合し得る内径を持った
鋼管であり、この鋼管2の上端部外周にはドーナツツ型
フランジ3が一体的に溶着され、更に両者の接合を補強
する為に数個所に補強リブ4が設けられている。
To specifically explain one embodiment of the present invention using figures, in Figs. 1 to 3, 1 is a foundation pile buried in the ground in advance, and 2 is a foundation pile that is fitted around the pile A donut-shaped flange 3 is integrally welded to the outer periphery of the upper end of the steel pipe 2, and reinforcing ribs 4 are provided at several locations to reinforce the joint between the two.

本考案に係る基礎構造の施工に当っては図に示す如く、
前記杭1の杭頭処理を施した後、杭1の周りに一定の環
状スペースを作り、前述の如く構成されたフランジ3が
上端に付いた鋼管2を杭1に嵌合して定着させ、次に前
記杭1、鋼管2及びコンクリート層5等の内外全体のス
ペースに膨張性又は無収縮性のコンクリート等の充填剤
6を充填して固化させ、前記杭1、鋼管2及びコンクリ
ート層5等と共に一体的に固着させて構築物の基礎構造
を構成することが出来る。
When constructing the foundation structure according to this invention, as shown in the figure,
After applying the pile cap treatment to the pile 1, a certain annular space is created around the pile 1, and the steel pipe 2 with the flange 3 configured as described above attached to the upper end is fitted onto the pile 1 and fixed, Next, filler 6 such as expandable or non-shrinkable concrete is filled into the entire space inside and outside of the pile 1, steel pipe 2, concrete layer 5, etc. and solidified. They can be integrally fixed together to form the basic structure of a building.

更に前記杭1の外径に合う内径を持ったフランジ或は鉄
筋等を鋼管2の下端内方に取付けることによって、充填
剤6を詰込む際の受蓋を構成することも可能である。
Furthermore, by attaching a flange or reinforcing bar or the like having an inner diameter matching the outer diameter of the pile 1 to the inside of the lower end of the steel pipe 2, it is also possible to construct a receiving cover for filling the filler 6.

本考案に係る基礎構造は上述の如く、フランジ付の鋼管
を使用するので従来の如く数本の鉄筋を鋼管の内面に溶
接したり、更にコンクリート等の充填剤を充填する前に
これ等の鉄筋を放射状に折曲げる作業も全く不要となり
、作業性が良い上に極めて強度の大きい基礎構造を得る
ことが出来る特徴を有するものである。
As mentioned above, the basic structure of the present invention uses flanged steel pipes, so unlike conventional methods, several reinforcing bars are welded to the inner surface of the steel pipe, and these reinforcing bars are welded before filling with filler such as concrete. This method eliminates the need for radial bending at all, making it possible to obtain a foundation structure with good workability and extremely high strength.

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

第1図乃至第3図は本願の基礎構造を施工する説明図で
ある。 1は杭、2は鋼管、3はフランジ、4は補強リブ、6は
充填剤である。
1 to 3 are explanatory diagrams for constructing the foundation structure of the present application. 1 is a pile, 2 is a steel pipe, 3 is a flange, 4 is a reinforcing rib, and 6 is a filler.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 上端部外周に補強リブ4によって補強されたドーナツツ
型フランジ3が一体的に固着された鋼管2を埋設施工後
の基礎杭1の上端に嵌合し、且つ該基礎杭1と鋼管2と
の間に充填剤6を充填して基礎杭1と鋼管2とを一体的
に固着構成したことを特徴とした構築物の基礎構造。
A steel pipe 2 to which a donut-shaped flange 3 reinforced by reinforcing ribs 4 is integrally fixed to the outer periphery of the upper end is fitted onto the upper end of the foundation pile 1 after burying, and between the foundation pile 1 and the steel pipe 2. A foundation structure of a building, characterized in that a foundation pile 1 and a steel pipe 2 are integrally fixed by being filled with a filler 6.
JP16771181U 1981-11-12 1981-11-12 Basic structure of the building Expired JPS605095Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16771181U JPS605095Y2 (en) 1981-11-12 1981-11-12 Basic structure of the building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16771181U JPS605095Y2 (en) 1981-11-12 1981-11-12 Basic structure of the building

Publications (2)

Publication Number Publication Date
JPS5872248U JPS5872248U (en) 1983-05-16
JPS605095Y2 true JPS605095Y2 (en) 1985-02-15

Family

ID=29959785

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16771181U Expired JPS605095Y2 (en) 1981-11-12 1981-11-12 Basic structure of the building

Country Status (1)

Country Link
JP (1) JPS605095Y2 (en)

Also Published As

Publication number Publication date
JPS5872248U (en) 1983-05-16

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