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JPH0742713B2 - Support structure for structures for soft ground - Google Patents
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JPH0742713B2 - Support structure for structures for soft ground - Google Patents

Support structure for structures for soft ground

Info

Publication number
JPH0742713B2
JPH0742713B2 JP29252787A JP29252787A JPH0742713B2 JP H0742713 B2 JPH0742713 B2 JP H0742713B2 JP 29252787 A JP29252787 A JP 29252787A JP 29252787 A JP29252787 A JP 29252787A JP H0742713 B2 JPH0742713 B2 JP H0742713B2
Authority
JP
Japan
Prior art keywords
support
soft ground
foundation
ground
suspending
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
JP29252787A
Other languages
Japanese (ja)
Other versions
JPH01137018A (en
Inventor
喜文 高幣
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.)
Takenaka Corp
Original Assignee
Takenaka Corp
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 Takenaka Corp filed Critical Takenaka Corp
Priority to JP29252787A priority Critical patent/JPH0742713B2/en
Publication of JPH01137018A publication Critical patent/JPH01137018A/en
Publication of JPH0742713B2 publication Critical patent/JPH0742713B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】 〈産業上の利用分野〉 本発明は、例えば、湾岸の埋め立て地などの軟弱地盤に
構築する構造体の支持構造に関する。
DETAILED DESCRIPTION OF THE INVENTION <Industrial field of application> The present invention relates to a support structure for a structure constructed on soft ground such as a landfill on the coast.

〈従来の技術〉 構造体を軟弱地盤に構築する場合、従来では、支持地盤
の支持層に支持杭を打ち込み、その支持杭に基礎を構築
して支持させ、その基礎上に構造体を構築していた。
<Prior art> When constructing a structure on soft ground, conventionally, a support pile is driven into the support layer of the support ground, a foundation is constructed and supported on the support pile, and the structure is constructed on the foundation. Was there.

〈発明が解決しようとする問題点〉 しかしながら、軟弱地盤で沈下が生じると、下向きの摩
擦力(ネガティブフリクション)が働き、それによって
支持杭がメリ込まれる状態となり、支持杭も大きな沈下
を生じ、このことが、上部の構造体の不同沈下の原因と
なる。
<Problems to be solved by the invention> However, when subsidence occurs in soft ground, a downward frictional force (negative friction) works, thereby causing the support pile to be melded, and the support pile also causes a large subsidence. This causes differential settlement of the upper structures.

不同沈下は、上部の構造体の応力集中等、有害な影響を
与えるため、不同沈下対策が必要となっている。
Since differential settlement has harmful effects such as stress concentration in the upper structure, it is necessary to take measures against differential settlement.

そこで、この不同沈下対策として、柱の下にジャッキア
ップ機構を組み入れたり、建物の剛性を上げるなど各種
の方策が考えられているが、いずれも、経済性、施工
性、ならびに、後でのメンテナンスに問題があり、それ
らに代わる工法の確立が急がれていた。
Therefore, various measures such as incorporating a jack-up mechanism under the pillars and increasing the rigidity of the building have been considered as measures against this differential settlement, but all of them are economical, easy to install, and perform maintenance afterwards. There was a problem with that, and there was an urgent need to establish alternative construction methods.

本発明は、このような事情に鑑みてなされたものであっ
て、ネガティブフリクションに起因する支持杭の沈下に
かかわらず、軟弱地盤に構築された構造体を所定位置に
維持させた状態で安定支持できるようにすることを目的
とする。
The present invention has been made in view of such circumstances, and stably supports a structure constructed on soft ground in a predetermined position regardless of the settlement of the support pile due to negative friction. The purpose is to be able to.

〈問題点を解決するための手段〉 本発明の軟弱地盤用構造体の支持構造は、このような目
的を達成するために、支持杭に支持された基礎に支持部
材を立設し、その支持部材に吊り下げ部材を介して構造
体を吊り下げ支持するとともに、前記吊り下げ部材に、
前記支持部材に対する前記構造体の吊り下げ位置を調整
する吊り下げ位置調整機構を付設して構成する。
<Means for Solving Problems> The support structure for a structure for soft ground of the present invention has a structure in which a support member is erected on a foundation supported by a support pile and the support thereof is provided in order to achieve such an object. While suspending and supporting the structure through the suspension member to the member, the suspension member,
A suspension position adjusting mechanism for adjusting the suspension position of the structure with respect to the support member is additionally provided.

〈作用〉 上記構成によれば、支持杭が支持地盤の沈下による摩擦
力によってメリ込まれる状態になり、それに起因して基
礎が沈下したときには、吊り下げ位置調整機構により、
基礎が沈下した量に相当する量だけ支持部材に対して構
造体を上昇させ、構造体がその構築地盤に対して所定の
位置になるように修正することができる。
<Operation> According to the above configuration, the support pile is brought into a state of being absorbed by the frictional force due to the subsidence of the support ground, and when the foundation is subsided due to that, the suspension position adjusting mechanism causes
It is possible to raise the structure with respect to the support member by an amount corresponding to the amount of subsidence of the foundation, and to correct the structure so that it is in a predetermined position with respect to the ground.

〈実施例〉 以下、本発明の実施例を図面に基づいて詳細に説明す
る。
<Example> Hereinafter, an example of the present invention will be described in detail with reference to the drawings.

〈第1実施例〉 第1図は、第1実施例の概略全体縦断面図であり、支持
地盤Gの支持層に支持杭1,1…が打ち込まれ、その支持
杭1,1…上に基礎2が構築されて支持され、その基礎2
上に、水平方向に所定間隔を隔てて、支持部材としての
門型の支持枠体3が立設支持されている。
<First Embodiment> FIG. 1 is a schematic overall vertical cross-sectional view of the first embodiment, in which support piles 1, 1 ... Are driven into the support layer of the support ground G, and the support piles 1, 1 ... Foundation 2 is constructed and supported, and Foundation 2
A gate-shaped support frame 3 as a support member is erected and supported on the upper side at a predetermined interval in the horizontal direction.

軟弱地盤に構築された構造体4の底部4aと、支持枠体3
それぞれの横枠部分3aとにわたり、構造体4の下降を阻
止する状態で、吊り下げ部材としての一対づつの鋼棒5
…が連結されており、構造体4が鋼棒5…それぞれを介
して支持枠体3に吊り下げ支持されている。
The bottom 4a of the structure 4 constructed on the soft ground and the support frame 3
A pair of steel rods 5 as suspending members in a state in which the structure 4 is prevented from descending across the respective lateral frame portions 3a.
Are connected to each other, and the structure 4 is suspended and supported by the support frame 3 via the steel rods 5 respectively.

前記一対の鋼棒5,5間には、その長手方向途中箇所に吊
り下げ位置調整機構としての長さ調整機構6が介在さ
れ、地盤沈下などに起因して基礎2が沈下しても、長さ
調整機構6を短縮して吊り下げ位置を調整することによ
り、支持枠体3に対して構造体4を上昇させ、構造体4
の地表面に対する位置を修正し、適正な位置に維持でき
るように構成されている。
A length adjusting mechanism 6 as a suspending position adjusting mechanism is interposed between the pair of steel rods 5 and 5 in the longitudinal direction, and even if the foundation 2 sinks due to ground subsidence, The height of the structure 4 is raised with respect to the support frame 3 by shortening the height adjusting mechanism 6 and adjusting the hanging position.
It is configured to correct the position of the ground plane with respect to the ground surface and maintain it at a proper position.

前記長さ調整機構6は、第2図の要部の一部切欠拡大図
に示すように、上端側を支持枠体3に取り付けた鋼棒5
と下端側を構造体4に取り付けた鋼棒5それぞれの他端
側にネジ部7が形成され、そのネジ部7,7それぞれに、
環状部材8に溶接によって一体連接されたナット9が螺
合され、このターンバックル式の構成により、環状部材
8の回転操作によって両鋼棒5,5を互いに近づく側に変
位させ、構造体4を支持枠体3に対して上昇させられる
ように構成されている。
As shown in the partially cutaway enlarged view of the main part of FIG. 2, the length adjusting mechanism 6 has a steel rod 5 whose upper end is attached to the support frame 3.
And a threaded portion 7 is formed on the other end side of each steel rod 5 whose lower end side is attached to the structure 4, and the threaded portions 7, 7 respectively
A nut 9 integrally connected to the annular member 8 by welding is screwed into the annular member 8. With this turnbuckle type structure, both steel rods 5, 5 are displaced toward each other by the rotating operation of the annular member 8, and the structure 4 is moved. It is configured so that it can be raised with respect to the support frame 3.

前記長さ調整機構6としては、上下方向の複数箇所に介
在させ、その長さの調整量を大きく取れるようにしても
良く、また、一方の鋼棒5に電動モータなどの駆動機構
を設け、その駆動機構と環状部材8とを連動連結し、環
状部材を駆動回転できるように構成しても良い。
The length adjusting mechanism 6 may be provided at a plurality of positions in the vertical direction so that a large amount of adjustment of the length can be obtained. Further, one steel rod 5 is provided with a drive mechanism such as an electric motor, The drive mechanism and the annular member 8 may be interlocked and connected so that the annular member can be driven and rotated.

〈第2実施例〉 第3図は、第2実施例の概略全体縦断面図であり、前述
第1実施例と同様にして構築した基礎2上に、水平方向
に所定間隔を隔てて、支持部材としての支持柱10…が立
設支持されるとともに、支持柱10…それぞれの上端に、
吊り下げ部材としての吊り下げ用ワイヤー11を巻回する
動滑車12が回転自在に軸架されている。
<Second Embodiment> FIG. 3 is a schematic overall vertical cross-sectional view of the second embodiment, which is supported on a base 2 constructed in the same manner as the first embodiment, at a predetermined horizontal interval. The support pillars 10 as members are erected and supported, and at the upper ends of the support pillars 10 ...
A moving pulley 12 around which a suspending wire 11 as a suspending member is wound is rotatably mounted.

支持柱10…それぞれに対応する基礎2上には吊り下げ位
置調整機構としてのウィンチ13が設置され、そのウィン
チ13から繰り出された吊り下げ用ワイヤー11が動滑車12
に巻回されるとともに、その吊り下げ用ワイヤー11の先
端が構造体4の底部4aに連結され、地盤沈下などに起因
して基礎2が沈下しても、吊り下げ用ワイヤー11を所定
量巻き取って吊り下げ位置を調整することにより、支持
柱10…に対して構造体4を上昇させ、構造体4の地表面
に対する位置を修正し、構造体4を適正な位置に維持で
きるように構成されている。
Support columns 10 ... A winch 13 as a suspension position adjusting mechanism is installed on the foundation 2 corresponding to each, and a suspending wire 11 extended from the winch 13 is a movable pulley 12.
And the tip of the suspending wire 11 is connected to the bottom portion 4a of the structure 4, and even if the foundation 2 sinks due to ground subsidence, the suspending wire 11 is wound by a predetermined amount. By adjusting the hanging position to raise the structure 4 with respect to the support columns 10 ..., the position of the structure 4 with respect to the ground surface is corrected, and the structure 4 can be maintained at an appropriate position. Has been done.

この第2実施例によれば、構造体4の上方を遮るものが
無いため、高い構造体4に対しても容易に適用できる利
点がある。
According to the second embodiment, since there is nothing that blocks the upper side of the structure 4, there is an advantage that it can be easily applied to the tall structure 4.

〈発明の効果〉 本発明によれば、支持部材に構造体を吊り下げ、その吊
り下げ位置を調整することによって、支持杭の沈下にか
かわらず、その沈下に対する位置修正を行うことができ
るから、構造体を所定位置に維持させた状態で安定支持
できて構造体の沈下が進行することを回避でき、構造体
が局部的に大きな応力を受けて不測に損壊することを防
止でき、軟弱地盤に対して構造体を良好に構築できるよ
うになった。
<Effect of the Invention> According to the present invention, the structure is suspended on the support member, and by adjusting the suspension position, regardless of the subsidence of the support pile, it is possible to correct the position for the subsidence. The structure can be stably supported with it maintained at a predetermined position, the subsidence of the structure can be prevented from progressing, and it is possible to prevent the structure from being unexpectedly damaged by receiving a large local stress, and to soft ground. On the other hand, the structure can be constructed well.

しかも、吊り下げ構成を採用するとともに、吊り下げ位
置の調整により沈下に対する位置修正を行うから、それ
らの構成部材を構造体の外部に設置でき、構造体の下方
にジャッキアップ機構を組み入れるような場合に比べ、
施工が簡単になって経済性および施工性を向上でき、か
つ、メンテナンスを容易に行うことができるようになっ
た。
Moreover, in addition to adopting the suspension structure and adjusting the position of suspension to correct the subsidence, these components can be installed outside the structure, and a jack-up mechanism is installed below the structure. compared to,
The construction has become simpler, the economy and workability have been improved, and the maintenance has become easier.

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

図面は、本発明に係る軟弱地盤用構造体の支持構造の実
施例を示し、第1図は、第1実施例の概略全体縦断面
図、第2図は、第1図の要部の一部切欠拡大図、第3図
は、第2実施例の概略全体縦断面図である。 1……支持杭 2……基礎 3……支持部材としての支持枠体 4……構造体 5……吊り下げ部材としての鋼棒 6……吊り下げ位置調整機構としての長さ調整機構 10……支持部材としての支持柱 11……吊り下げ部材としての吊り下げ用ワイヤー 13……吊り下げ位置調整機構としてのウィンチ
The drawings show an embodiment of a support structure for a structure for soft ground according to the present invention. FIG. 1 is a schematic overall vertical cross-sectional view of the first embodiment, and FIG. 2 is an essential part of FIG. FIG. 3 is an enlarged partial cutaway view, and FIG. 3 is a schematic overall vertical sectional view of the second embodiment. 1 ... Support pile 2 ... Foundation 3 ... Support frame as support member 4 ... Structure 5 ... Steel rod as suspension member 6 ... Length adjustment mechanism as suspension position adjustment mechanism 10 ... … Supporting pillars as supporting members 11 …… Suspending wires as suspending members 13 …… Winches as suspending position adjusting mechanism

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】支持杭に支持された基礎に支持部材を立設
し、その支持部材に吊り下げ部材を介して構造体を吊り
下げ支持するとともに、前記吊り下げ部材に、前記支持
部材に対する前記構造体の吊り下げ位置を調整する吊り
下げ位置調整機構を付設したことを特徴とする軟弱地盤
用構造体の支持構造。
1. A support member is erected on a foundation supported by a support pile, and a structure is suspended and supported on the support member via a suspending member. A support structure for a structure for soft ground, further comprising a hanging position adjusting mechanism for adjusting a hanging position of the structure.
JP29252787A 1987-11-19 1987-11-19 Support structure for structures for soft ground Expired - Lifetime JPH0742713B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29252787A JPH0742713B2 (en) 1987-11-19 1987-11-19 Support structure for structures for soft ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29252787A JPH0742713B2 (en) 1987-11-19 1987-11-19 Support structure for structures for soft ground

Publications (2)

Publication Number Publication Date
JPH01137018A JPH01137018A (en) 1989-05-30
JPH0742713B2 true JPH0742713B2 (en) 1995-05-10

Family

ID=17782959

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29252787A Expired - Lifetime JPH0742713B2 (en) 1987-11-19 1987-11-19 Support structure for structures for soft ground

Country Status (1)

Country Link
JP (1) JPH0742713B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111549750A (en) * 2020-05-20 2020-08-18 浙江水利水电学院 Pond and sluice connection section foundation structure for controlling uneven settlement and construction method thereof

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007126862A (en) * 2005-11-02 2007-05-24 Fuji Shoji Kk Structure for countermeasures against water, snow and earth and sand disasters for buildings
JP4973621B2 (en) * 2007-08-03 2012-07-11 大成ユーレック株式会社 Method for correcting horizontal height of structure, equipment used in the method, and method for reinforcing bearing capacity of structure
JP6658616B2 (en) * 2017-02-28 2020-03-04 Jfeエンジニアリング株式会社 Construction method of pile type structure
JP7396558B2 (en) * 2020-06-19 2023-12-12 株式会社高橋監理 Raised floor construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111549750A (en) * 2020-05-20 2020-08-18 浙江水利水电学院 Pond and sluice connection section foundation structure for controlling uneven settlement and construction method thereof

Also Published As

Publication number Publication date
JPH01137018A (en) 1989-05-30

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