JPH09228379A - Footing of structure - Google Patents

Footing of structure

Info

Publication number
JPH09228379A
JPH09228379A JP3528396A JP3528396A JPH09228379A JP H09228379 A JPH09228379 A JP H09228379A JP 3528396 A JP3528396 A JP 3528396A JP 3528396 A JP3528396 A JP 3528396A JP H09228379 A JPH09228379 A JP H09228379A
Authority
JP
Japan
Prior art keywords
foundation
concrete
segments
segment
skeleton
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.)
Granted
Application number
JP3528396A
Other languages
Japanese (ja)
Other versions
JP3801678B2 (en
Inventor
Munetaka Ozeki
宗孝 大関
Hirohide Hashimoto
博英 橋本
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.)
Ishikawajima Kenzai Kogyo Co Ltd
Ishikawajima Construction Materials Co Ltd
Original Assignee
Ishikawajima Kenzai Kogyo Co Ltd
Ishikawajima Construction Materials Co Ltd
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 Ishikawajima Kenzai Kogyo Co Ltd, Ishikawajima Construction Materials Co Ltd filed Critical Ishikawajima Kenzai Kogyo Co Ltd
Priority to JP03528396A priority Critical patent/JP3801678B2/en
Publication of JPH09228379A publication Critical patent/JPH09228379A/en
Application granted granted Critical
Publication of JP3801678B2 publication Critical patent/JP3801678B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a footing of a structure, by which the term of works can be reduced. SOLUTION: A footing has a building frame 10 in which many previously formed segments 30... are combined. The respective segments 30, 30... have inner void parts 31, 31... communicated in the extending direction of the building frame when they are combined with each other, and in the inner void part 31, a reinforcing bar 41 elongated in the extending direction is disposed and concrete 43 is filled.

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、構造物の基礎に係
わり、特に、工期の短縮を図ることができる構造物の基
礎に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a foundation of a structure, and more particularly to a foundation of a structure capable of shortening a construction period.

【0002】[0002]

【従来の技術】構造物の基礎は、地盤に設けられ、構造
物本体を支持するものであり、この種の基礎は、型枠を
用いて現場でコンクリートを打設して形成されるのが一
般的である。また、ケーソン基礎を地盤中に沈下させて
埋設する場合にも、そのケーソン基礎は、型枠を用いて
現場でコンクリートを打設して形成される場合がある。
2. Description of the Related Art The foundation of a structure is provided on the ground and supports the main body of the structure. This type of foundation is formed by pouring concrete on site using a formwork. It is common. Also, when the caisson foundation is submerged and buried in the ground, the caisson foundation may be formed by pouring concrete on site using a formwork.

【0003】[0003]

【発明が解決しようとする課題】ところで、そのような
コンクリート基礎において、大きな支持力を得るため
に、地盤中に深く埋設しようとすると、多量のコンクリ
ート打設を要することとなり、その養生に、長い期間を
必要とする。このため、長期の工期を必要とすることと
なるという不都合がある。
By the way, in order to obtain a large bearing capacity in such a concrete foundation, it is necessary to place a large amount of concrete in order to deeply bury it in the ground, which requires a long curing time. Need a period. Therefore, there is an inconvenience that a long construction period is required.

【0004】本発明は、上記事情に鑑み、工期の短縮を
図ることができる構造物の基礎を提供することを目的と
している。
In view of the above circumstances, it is an object of the present invention to provide a foundation for a structure that can shorten the construction period.

【0005】[0005]

【課題を解決するための手段】本発明の第一の発明の構
造物の基礎は、予め形成された多数のセグメントが、組
み合わされてなる躯体を有することを特徴とする。即
ち、多数のセグメントを、組み合わせて躯体を形成した
後には、待ち時間を設けずとも、直ちに次の作業に移る
ことが可能である。
The basis of the first inventive structure of the invention is characterized in that it has a body formed by combining a number of preformed segments. That is, after a large number of segments have been combined to form a skeleton, it is possible to immediately proceed to the next operation without providing a waiting time.

【0006】本発明の第二の発明は、第一の発明の構造
物の基礎において、各セグメントは、組み合わされた際
に躯体の延在方向に連通する内空部を有し、内空部に
は、延在方向に長い張力材が配置されると共に、コンク
リートが充填されていることを特徴とする。即ち、張力
材がコンクリートにより躯体内に埋設されているので、
躯体の強度が向上される。また、躯体内への張力材の埋
設は、各セグメントを組み合わせた後に、躯体の延在方
向に連通する内空部にその延在方向に長い張力材を配置
して、その内空部にコンクリートを打設することで容易
に行なうことが可能である。
A second aspect of the present invention is the foundation of the structure according to the first aspect, wherein each segment has an inner cavity communicating with the extending direction of the skeleton when assembled, Is provided with a long tension material in the extending direction and is filled with concrete. That is, because the tension material is embedded in the body with concrete,
The strength of the body is improved. In addition, embedding the tension material in the body is done by combining each segment, and then placing a long tension material in the extension direction in the inner cavity communicating with the extension direction of the body and concrete in the inner cavity. It can be easily done by placing.

【0007】[0007]

【発明の実施の形態】以下、本発明の一実施形態を図面
に基づき説明する。図1に示すように、基礎100は、
円筒形の躯体10を有している。躯体10は、上下方向
に連設されるように組み合わされた多数の円環状をなす
リング20を有しており、各リング20は、予めコンク
リートで成形された多数のセグメント30をリング20
の周方向に連設するように組み合わせ、ボルト接合され
て形成されている。各セグメント30は、長方形の板体
を周方向に沿って円弧状に湾曲させた形状をなしてい
る。
BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of the present invention will be described below with reference to the drawings. As shown in FIG. 1, the foundation 100 is
It has a cylindrical body 10. The skeleton body 10 has a large number of ring-shaped rings 20 that are combined so as to be continuously arranged in the vertical direction, and each ring 20 has a large number of segments 30 that are preformed in concrete.
Are assembled so as to be continuously provided in the circumferential direction, and are joined by bolts. Each segment 30 has a shape in which a rectangular plate body is curved in an arc shape along the circumferential direction.

【0008】各セグメント30は、前記周方向に並んだ
一対の内空部31、31を有しており、各内空部31
は、図2に示すように上下に貫通され、上方から見て図
3に示すように周方向に長い長方形をなしている。各セ
グメント30の周方向の両側壁32、32には、図2に
示すように上下一対のボルト孔33、33が内空部31
から隣接するセグメント30の側壁32に向けて貫通形
成されており、隣接するセグメント30の側壁32のボ
ルト孔33、33は連通されて配置され、その連通した
ボルト孔33、33、33、33に長ボルト38を挿通
して締めることにより、周方向に隣接するセグメント3
0、30は、接合されている。
Each segment 30 has a pair of inner cavities 31, 31 arranged in the circumferential direction.
2 penetrates vertically as shown in FIG. 2 and has a rectangular shape that is long in the circumferential direction when viewed from above as shown in FIG. As shown in FIG. 2, a pair of upper and lower bolt holes 33, 33 is formed in the inner side wall 31 of each of the side walls 32, 32 in the circumferential direction of each segment 30.
To the side wall 32 of the adjacent segment 30, the bolt holes 33, 33 of the side wall 32 of the adjacent segment 30 are arranged so as to communicate with each other, and the bolt holes 33, 33, 33, 33 which communicate with each other are connected to the bolt holes 33, 33, 33, 33. By inserting and tightening the long bolts 38, the segments 3 adjacent in the circumferential direction
0 and 30 are joined.

【0009】各セグメント30の一対の内空部31、3
1の上端開口には、それぞれ、図3に示すようにその縁
を切り欠いた状態の嵌合凹部35、35が形成されてお
り、図2に示すように各セグメント30の下面には、一
対の内空部31、31の下端開口の周囲を取巻く長方形
の環状をなす環状突起36、36が設けられている。
A pair of inner cavities 31, 3 of each segment 30
As shown in FIG. 3, fitting recesses 35, 35 with their edges cut away are formed in the upper end opening of each of the upper end openings 1, and as shown in FIG. There are provided annular projections 36, 36 that form a rectangular annular shape surrounding the lower end openings of the inner space portions 31, 31.

【0010】上下に隣接されるリング20、20は、双
方のリング20、20の各セグメント30、30が、互
いにセグメント30、30の周方向の長さの半分だけず
れた状態で組まれており、上下に隣接するセグメント3
0、30の各内空部31、31は、それぞれ上下に連通
され、その上方のセグメント30の環状突起36は、下
方のセグメント30の嵌合凹部35に嵌合されている。
従って、各内空部31は、図1に示す躯体10の下端か
ら上端まで連通され、各内空部31には、張力材として
の8本の鉄筋41が躯体10の上端から下端まで挿通さ
れ、図3に示す内空部31の内壁に沿って配置されてお
り、その各内空部31には、コンクリート43が充填さ
れている。
The vertically adjacent rings 20, 20 are assembled with the segments 30, 30 of both rings 20, 20 offset from each other by half the circumferential length of the segments 30, 30. , Vertically adjacent segment 3
The inner cavities 31 and 31 of 0 and 30 are respectively communicated with each other in the vertical direction, and the annular protrusion 36 of the upper segment 30 is fitted into the fitting recess 35 of the lower segment 30.
Therefore, each inner space 31 is communicated from the lower end to the upper end of the frame 10 shown in FIG. 1, and eight reinforcing bars 41 as tension members are inserted into each inner space 31 from the upper end to the lower end of the frame 10. 3 are arranged along the inner wall of the inner space portion 31 shown in FIG. 3, and each inner space portion 31 is filled with concrete 43.

【0011】図1の基礎100は以上のような構成を有
するので、多数のセグメント30を、組み合わせて躯体
10を形成した後には、待ち時間を設けずとも、直ちに
次の作業に移ることが可能であるので、基礎100の施
工の工期短縮を図ることができる。
Since the foundation 100 shown in FIG. 1 has the above-mentioned structure, it is possible to immediately proceed to the next work without waiting time after forming the skeleton 10 by combining the plurality of segments 30. Therefore, the construction period of the construction of the foundation 100 can be shortened.

【0012】この躯体10の隣接するリング20、20
同士の接合は、躯体10の延在方向に連通する内空部3
1、31にその延在方向に長い鉄筋41を連続させて配
置して、その内空部31、31にコンクリート43を打
設することで容易に行なうことが可能であり、この鉄筋
41及びコンクリート43により、隣接するリング2
0、20同士の接合を強固に行なうことができる。ま
た、この鉄筋41により躯体10は、その延在方向、即
ち、図1上下方向の引張強度を十分に得ることができ
る。
Adjacent rings 20, 20 of this body 10
The inner space portion 3 communicating with each other in the extending direction of the body 10 is joined to each other.
This can be easily done by arranging the reinforcing bars 41 long in the direction of extension in 1 and 31, and placing concrete 43 in the inner hollow portions 31 and 31 of the reinforcing bars 41 and the concrete. 43 adjacent ring 2
It is possible to firmly bond 0 and 20 to each other. Further, the rebar 41 allows the skeleton body 10 to have a sufficient tensile strength in the extending direction thereof, that is, the vertical direction in FIG.

【0013】また、隣接するリング20、20同士は、
躯体10の延在方向に連通する内空部31、31に連続
して設けられた鉄筋41及びコンクリート43により、
その周方向及び水平方向の位置ずれが防止されている。
その上、図2に示すように環状突起36と嵌合凹部35
により係合されているので、これによって、隣接するリ
ング20同士の周方向及び水平方向の位置ずれ防止効果
が向上されている。よって、躯体10の水平方向の剪断
強度及びねじれ強度を十分に得ることができる。
The adjacent rings 20, 20 are
By the rebar 41 and the concrete 43 continuously provided in the inner space portions 31, 31 communicating with the extending direction of the body 10,
The positional displacement in the circumferential direction and the horizontal direction is prevented.
In addition, as shown in FIG.
By this, the effect of preventing the positional displacement between the adjacent rings 20 in the circumferential direction and the horizontal direction is improved. Therefore, the shearing strength and the torsional strength of the body 10 in the horizontal direction can be sufficiently obtained.

【0014】また、上下に隣接されるセグメント30、
30が、千鳥組み、即ち、互いにセグメント30の周方
向の長さの半分だけずれた状態で組まれているので、セ
グメント30、30の継手部(側壁32)は躯体10の
強度的弱点にならない構造となる。
Further, the vertically adjacent segments 30,
Since the 30 are staggered, that is, they are assembled in a state that they are offset from each other by half the length of the segment 30 in the circumferential direction, the joint portion (side wall 32) of the segments 30 and 30 does not become a strength weak point of the frame 10. It becomes a structure.

【0015】尚、各リング20において隣接するセグメ
ント30、30同士は、長ボルト38により、強固に接
合されている。
The adjacent segments 30, 30 of each ring 20 are firmly joined by long bolts 38.

【0016】従って、十分な強度及び剛性をもつ基礎1
00の躯体10を、容易かつ迅速に形成することができ
る。
Therefore, the foundation 1 having sufficient strength and rigidity
The frame 10 of 00 can be easily and quickly formed.

【0017】また、この躯体10は、組んだ後に地盤中
に沈下させて設置させてもよいし、地盤中に沈下させな
がら、組み上げていってもよいし、地盤中で組むように
してもよい。設置後には、躯体10内部の底部にコンク
リートを打設充填する。
Further, the skeleton body 10 may be installed by sinking into the ground after being assembled, or may be assembled while sinking into the ground or assembled in the ground. After the installation, concrete is poured and filled in the bottom portion inside the skeleton 10.

【0018】尚、上記実施形態のセグメント30は、必
ずしもコンクリートで成形する必要はなく、鋼板、鋼材
を組み合わせて形成するようにしてもよい。
The segment 30 of the above embodiment does not necessarily have to be formed of concrete, and may be formed by combining steel plates and steel materials.

【0019】また、張力材として8本の鉄筋41を設け
たが、この鉄筋41に代えてPC鋼材を設ける構成とし
てもよい。この場合には、PC鋼材に予め張力を加えて
おくことができるので、リング20同士の接合力を高め
ることができる。
Although eight reinforcing bars 41 are provided as the tension members, a PC steel material may be provided instead of the reinforcing bars 41. In this case, since tension can be applied to the PC steel material in advance, the joining force between the rings 20 can be increased.

【0020】また、躯体10は、円筒形に限らず、角筒
形(いわゆるボックス)や、水平断面、小判形、楕円形
の筒であってもよい。
Further, the skeleton body 10 is not limited to a cylindrical shape, but may be a rectangular cylinder (so-called box), a cylinder having a horizontal cross section, an oval shape, or an elliptical shape.

【0021】[0021]

【発明の効果】本発明の第一の発明の構造物の基礎によ
れば、躯体を形成した後には、従来のようなコンクリー
ト養生のための待ち時間を設けずとも、直ちに次の作業
に移ることが可能であるので、工期の短縮を図ることが
できる。
According to the foundation of the structure of the first invention of the present invention, after the structure is formed, the next work is immediately started without providing a waiting time for concrete curing as in the conventional case. Therefore, the work period can be shortened.

【0022】本発明の第二の発明の構造物の基礎によれ
ば、上記効果に加えて、容易な施工で躯体の強度の向上
を図ることができるという効果を奏する。
According to the foundation of the structure of the second invention of the present invention, in addition to the above effects, there is an effect that the strength of the skeleton can be improved by easy construction.

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

【図1】 本発明の構造物の基礎の一実施形態を示す斜
視図である。
FIG. 1 is a perspective view showing an embodiment of a foundation of a structure of the present invention.

【図2】 図1の基礎の躯体の各リングの接合を示す正
面図である。
FIG. 2 is a front view showing the joining of the rings of the basic skeleton of FIG.

【図3】 図2のリングの各セグメントの接合を示す平
面図である。
3 is a plan view showing the joining of the segments of the ring of FIG. 2. FIG.

【符号の説明】[Explanation of symbols]

10…躯体 30…セグメント 31…内空部 41…鉄筋(張力材) 43…コンクリート 100…基礎 10 ... Skeleton 30 ... Segment 31 ... Inner space 41 ... Reinforcing bar (tensile material) 43 ... Concrete 100 ... Foundation

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 予め形成された多数のセグメントが、組
み合わされてなる躯体を有することを特徴とする構造物
の基礎。
1. A foundation of a structure, characterized in that it comprises a preformed body of a plurality of segments which are combined together.
【請求項2】 前記各セグメントは、組み合わされた際
に躯体の延在方向に連通する内空部を有し、 該内空部には、前記延在方向に長い張力材が配置される
と共に、コンクリートが充填されていることを特徴とす
る請求項1記載の構造物の基礎。
2. Each of the segments has an inner hollow portion that communicates in the extending direction of the skeleton when combined, and a tension member long in the extending direction is arranged in the inner hollow portion. The foundation of a structure according to claim 1, wherein the foundation is filled with concrete.
JP03528396A 1996-02-22 1996-02-22 Structure basics Expired - Fee Related JP3801678B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP03528396A JP3801678B2 (en) 1996-02-22 1996-02-22 Structure basics

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP03528396A JP3801678B2 (en) 1996-02-22 1996-02-22 Structure basics

Publications (2)

Publication Number Publication Date
JPH09228379A true JPH09228379A (en) 1997-09-02
JP3801678B2 JP3801678B2 (en) 2006-07-26

Family

ID=12437459

Family Applications (1)

Application Number Title Priority Date Filing Date
JP03528396A Expired - Fee Related JP3801678B2 (en) 1996-02-22 1996-02-22 Structure basics

Country Status (1)

Country Link
JP (1) JP3801678B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0945554A1 (en) * 1998-03-24 1999-09-29 Socea, naamloze vennootschap Wall construction for shafts, prefabricated wall element for said construction, and casting mould for producing the wall element
JP2009041183A (en) * 2007-08-06 2009-02-26 Oriental Shiraishi Corp Construction method for structure using precast concrete block
WO2017018071A1 (en) * 2015-07-27 2017-02-02 Jfe建材株式会社 Segment
WO2021213094A1 (en) * 2020-04-19 2021-10-28 中铁上海工程局集团有限公司 Fragmented prefabricated structure of deep and large open caisson

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0945554A1 (en) * 1998-03-24 1999-09-29 Socea, naamloze vennootschap Wall construction for shafts, prefabricated wall element for said construction, and casting mould for producing the wall element
JP2009041183A (en) * 2007-08-06 2009-02-26 Oriental Shiraishi Corp Construction method for structure using precast concrete block
WO2017018071A1 (en) * 2015-07-27 2017-02-02 Jfe建材株式会社 Segment
JP2017025645A (en) * 2015-07-27 2017-02-02 Jfe建材株式会社 segment
WO2021213094A1 (en) * 2020-04-19 2021-10-28 中铁上海工程局集团有限公司 Fragmented prefabricated structure of deep and large open caisson

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Publication number Publication date
JP3801678B2 (en) 2006-07-26

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