JPH0953225A - Ground reinforcing table - Google Patents

Ground reinforcing table

Info

Publication number
JPH0953225A
JPH0953225A JP7237509A JP23750995A JPH0953225A JP H0953225 A JPH0953225 A JP H0953225A JP 7237509 A JP7237509 A JP 7237509A JP 23750995 A JP23750995 A JP 23750995A JP H0953225 A JPH0953225 A JP H0953225A
Authority
JP
Japan
Prior art keywords
ground
tables
defect
building
stratum
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
JP7237509A
Other languages
Japanese (ja)
Other versions
JP3793777B2 (en
Inventor
Toshio Tsukishiro
俊雄 築城
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
Family has litigation
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Application filed by Individual filed Critical Individual
Priority to JP23750995A priority Critical patent/JP3793777B2/en
Publication of JPH0953225A publication Critical patent/JPH0953225A/en
Application granted granted Critical
Publication of JP3793777B2 publication Critical patent/JP3793777B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Foundations (AREA)

Abstract

PROBLEM TO BE SOLVED: To reinforce the ground, and to protect a city, a block and a facility from a danger by a defect, an earthquake and ground collapse by the stratum, topographic features, geological features and preparation of the ground by manufacturing a table consisting of a structural material on the ground while interposing a cushioning material between the ground and the table. SOLUTION: Tables 1, 2 composed of a structural material are prepared on the ground 5 while cushioning materials 3, 4 are interposed among the ground 5 and the tables 1, 2. A building 7, etc., are executed on the table 1. Consequently, the tables 1, 2 interrupt relation with the existing ground 5 and a defect peculiar to a site is solved. Accordingly, a city, a block and a facility can be protected from a danger by a defect, an earthquake and ground collapse by the stratum, topographic features, geological features and preparation of the ground.

Description

【発明の詳細な説明】Detailed Description of the Invention

【０００１】[0001]

【産業上の利用分野】地盤強化に関する。[Industrial application] Ground reinforcement.

【０００２】[0002]

【従来の技術】局所的な強化にとどまっていた。2. Description of the Related Art It has been limited to local strengthening.

【０００３】[0003]

【発明が解決しようとする課題】地層、地形、地質、人
工造成地に問題がある時に安定した地盤にすべきで、本
発明はこうした問題を解決することを目的としている。It is an object of the present invention to solve such problems when a stable ground should be provided when there are problems in the stratum, topography, geology and artificial land.

【０００４】[0004]

【課題を解決するための手段】建築物に付加するもので
はなく地盤自体を強化するもので、テーブルを造作する
ことを特徴とする。[Means for Solving the Problems] The structure is not added to a building but strengthens the ground itself and is characterized by forming a table.

【０００５】[0005]

【作用】テーブルが既存の地盤の関連を断って、用地固
有の欠点を解消することによって地層、地形、地質、人
工造成地に起因する地震、地崩れ、液状化から都市、街
区、造成地、埋立地を改善できる。[Operation] The table breaks the existing ground relations and eliminates the peculiarities of the site, so that the earthquake, landslide and liquefaction caused by the stratum, topography, geology, artificial land, city, block, land development, Landfill can be improved.

【０００６】[0006]

【実施例】地盤をカバーするテーブルを造作する。テー
ブルは鉄骨などの構造体で強化する。テーブルは造成
地、街区、建築物の規模に制約されない限り、許容され
る最大範囲のサイズにする。道路、橋、高架道路、地下
道、鉄道、上水道、下水道、ガス、電気、通信などのパ
イプなどの設計の前提としてテーブルが造作されること
が望ましく、最小の規模であっても、例えば一戸の住宅
用地であってもテーブルを造作して、その上部に庭を含
む用地を確立することがよい。テーブルの形状は平面、
階段、斜面など地形に適したものにし、テーブルの側壁
がある例においては立性を確保することもできる。周囲
の建築物、その他の環境との干渉による問題を解消す
る。テーブルの付加的な施設として建築物の標準基礎、
共用トンネル、緑化土壌、人工河川、人工湖水等を設け
ることもできる。標準基礎は鉄骨によって補強されるこ
とが望ましく、鉄骨に対応して基礎が設置され、この標
準基礎が選択的に利用されることによってビル、住宅、
道路などの各種施設が設計される。テーブルは多重的に
設計することもできる。テーブルが単葉であるときは、
既存の地盤とテーブルの間に砕石、ゴム、発泡スチロー
ル、砂などの緩衝材を介在させることによって耐震性を
得ることもできる。テーブルを複葉にして、横揺れ、縦
揺れなどに対応する緩衝材を分離して使用し、分担する
ことによって機能を重点的に強化することが望ましい。
また複葉にすることによって、テーブルの破壊が防止で
きる。雨水などは人工河川によって処理する他、テーブ
ルに排水口を設ける。耐震効果以外に、液状化現象に対
してもテーブルによってエリアを保護できる。その他、
地形が変動して平衡を欠いても、流動性を有する緩衝材
を使用することによって、また緩衝材を低い箇所に補う
ことによって平準化が容易にできる。あるいは強制的に
支持工事をテーブルを対象にすることによってエリアの
平準化が可能になる。最下葉のテーブルに対して固定施
工をすることによって地崩れなどの地形変動に対応でき
る。造成地が削り、あるいは埋め足して形成された場合
など不均質な場面にも対応する。Example: A table covering the ground is prepared. The table is reinforced with a structure such as a steel frame. The size of the table should be the maximum allowable size, unless constrained by the size of the land, block or building. It is desirable that a table be created as a precondition for the design of roads, bridges, elevated roads, underpasses, railways, waterworks, sewers, pipes for gas, electricity, communications, etc. Even if it is a site, it is advisable to create a table and establish a site including a garden above it. The table shape is flat,
It can be made suitable for the terrain such as stairs and slopes, and in the case where the side wall of the table is provided, the uprightness can be secured. Eliminate problems caused by interference with surrounding buildings and other environments. Standard foundation of the building, as an additional facility on the table
Common tunnels, green soil, artificial rivers, artificial lake water, etc. can be provided. It is desirable that the standard foundation is reinforced by steel frame, the foundation is installed corresponding to the steel frame, and by selectively using this standard foundation, buildings, houses,
Various facilities such as roads are designed. The table can be designed in multiple ways. When the table is single leaf,
Seismic resistance can also be obtained by interposing a cushioning material such as crushed stone, rubber, styrofoam, or sand between the existing ground and the table. It is desirable that the function of the table be double-leafed and that the cushioning material that responds to horizontal vibration, vertical vibration, etc. be used separately and that the functions be shared by sharing the functions.
In addition, the compound leaf can prevent the table from being broken. Rainwater will be treated by artificial rivers and a drainage port will be installed on the table. Besides the seismic effect, the table can protect the area against liquefaction. Other,
Even if the topography changes and the balance is lost, leveling can be easily performed by using a buffer material having fluidity and by supplementing the buffer material at a low position. Alternatively, it is possible to level the area by forcibly supporting the support work on the table. By fixing the table on the bottom leaf, it is possible to cope with topographic changes such as landslides. It can also be applied to non-homogeneous scenes such as when the land is cut down or added.

【０００７】[0007]

【発明の効果】地盤の地層、地形、地質、造成による欠
点、地震、地崩れによる危険から都市、街区、施設を保
護することができる。[Effects of the Invention] It is possible to protect cities, blocks and facilities from the ground layers, topography, geology, defects due to construction, dangers due to earthquakes and landslides.

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

【図１】施設の斜視図である。FIG. 1 is a perspective view of a facility.

【符号の説明】[Explanation of symbols]

１ テーブル ２ テーブル ３ 緩衝材 ４ 緩衝材 ５ 地盤 ６ 標準基礎 ７ 建築物 ８ 立木 ９ 共用トンネル １０ 道 1 table 2 table 3 cushioning material 4 cushioning material 5 ground 6 standard foundation 7 building 8 standing tree 9 shared tunnel 10 road

─────────────────────────────────────────────────────
─────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成７年８月１６日[Submission date] August 16, 1995

【手続補正１】[Procedure amendment 1]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】０００６[Correction target item name] 0006

【補正方法】追加[Correction method] Added

【補正内容】[Correction contents]

【０００６】[0006]

【実施例】テーブルは構造材のみで形成し、鉄骨、鉄
筋、鉄線を用い、強化シート、薄合板などによって包装
することもできる。テーブルとテーブルを連結し、テー
ブルのずれが、地盤の影響で生じないようにすることが
望ましい。地震、地崩れによってガス、水道、電気、通
信などの収納パイプが破損しないようにテーブルの外部
とこれらのパイプとの接続部分は強化材、強化接合、強
化構造によることが望ましく、テーブル内部のパイプが
保護されている効果を併用することもできる。またその
他ゴミ処理、貯水タンクなど共用施設の連結施設はテー
ブルの上に乞摂できるので災害時の破壊から保護するこ
とができる。 ─────────────────────────────────────────────────────
[Example] The table may be formed only by a structural material, using a steel frame, a reinforcing bar, and an iron wire, and may be wrapped with a reinforced sheet, a thin plywood, or the like. It is desirable to connect the tables so that the displacement of the tables does not occur under the influence of the ground. To prevent damage to storage pipes for gas, water, electricity, communications, etc. due to earthquakes and landslides, it is desirable that the connecting parts between the outside of the table and these pipes are reinforced materials, reinforced joints, and reinforced structures. It is also possible to use the effect of being protected. In addition, the connection facilities of common facilities such as garbage disposal and water storage tank can be placed on the table, so it can be protected from destruction at the time of disaster. ─────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成７年８月２３日[Submission date] August 23, 1995

【手続補正１】[Procedure amendment 1]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】０００６[Correction target item name] 0006

【補正方法】追加[Correction method] Added

【補正内容】[Correction contents]

【０００６】[0006]

【実施例】テーブルの標準基礎と鉄骨構造については、
テーブルの鉄骨構造とビルの鉄骨を連結、固定、一体化
することによって深度に依存する抗構造よりも強固な構
造になり、テーブルの面積がビルの底面積と同一の評価
ができるのでビルは極めて安定した構造体としての設計
になる。テーブルの下層は緩衝材が充填されているので
標準基礎と鉄骨を利用してビル、道路、橋、トンネル等
が造られるときは重量バランスが考慮される必要があ
る。[Example] Regarding the standard foundation and steel structure of the table,
By connecting, fixing, and integrating the steel structure of the table and the steel structure of the building, it becomes a stronger structure than the anti-structure that depends on the depth, and the area of the table can be evaluated the same as the bottom area of the building, so the building is extremely Designed as a stable structure. Since the lower layer of the table is filled with cushioning material, it is necessary to consider the weight balance when building buildings, roads, bridges, tunnels, etc. using standard foundations and steel frames.

Claims (2)

【特許請求の範囲】[Claims] 【請求項１】 都市設計工法において、テーブルを地
盤の上に造作することを特徴とする地盤強化工法。1. A ground strengthening method in which a table is formed on the ground in the urban design method. 【請求項２】 請求項１記載の都市設計工法におい
て、テーブルと地盤の中間に緩衝材を介在させることを
特徴とする地盤強化工法。2. The ground reinforcement method according to claim 1, wherein a cushioning material is interposed between the table and the ground.
JP23750995A 1995-08-14 1995-08-14 Ground strengthening method Expired - Lifetime JP3793777B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23750995A JP3793777B2 (en) 1995-08-14 1995-08-14 Ground strengthening method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23750995A JP3793777B2 (en) 1995-08-14 1995-08-14 Ground strengthening method

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP2004303333A Division JP2005061213A (en) 2004-10-18 2004-10-18 Ground reinforcing table

Publications (2)

Publication Number Publication Date
JPH0953225A true JPH0953225A (en) 1997-02-25
JP3793777B2 JP3793777B2 (en) 2006-07-05

Family

ID=17016382

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23750995A Expired - Lifetime JP3793777B2 (en) 1995-08-14 1995-08-14 Ground strengthening method

Country Status (1)

Country Link
JP (1) JP3793777B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003020659A (en) * 2001-07-04 2003-01-24 Shimizu Corp Base isolation structure using soft ground
JP2005226393A (en) * 2004-02-16 2005-08-25 Taisei Corp Partitioning base isolation method
JP2008261139A (en) * 2007-04-12 2008-10-30 Kajima Corp Base isolation structure and base isolation structure construction method
JP2013002273A (en) * 2011-06-20 2013-01-07 Kenji Akiyama Base-isolated foundation method for building
CN104295143A (en) * 2013-10-09 2015-01-21 蒋理中 Earthquake relieving technology (structure) for seismic soil building

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52132506A (en) * 1976-04-30 1977-11-07 Zeniya Kikai Shiyouji Kk Construction of vibration proof foundation
JPH02285176A (en) * 1989-04-26 1990-11-22 Masami Hanai Response control device of building
JPH04269215A (en) * 1991-02-22 1992-09-25 Shimizu Corp Earthquake removal ground
JPH06200536A (en) * 1992-10-02 1994-07-19 Takenaka Komuten Co Ltd System for preventing propagation of vibration to peripheral construction body

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52132506A (en) * 1976-04-30 1977-11-07 Zeniya Kikai Shiyouji Kk Construction of vibration proof foundation
JPH02285176A (en) * 1989-04-26 1990-11-22 Masami Hanai Response control device of building
JPH04269215A (en) * 1991-02-22 1992-09-25 Shimizu Corp Earthquake removal ground
JPH06200536A (en) * 1992-10-02 1994-07-19 Takenaka Komuten Co Ltd System for preventing propagation of vibration to peripheral construction body

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003020659A (en) * 2001-07-04 2003-01-24 Shimizu Corp Base isolation structure using soft ground
JP2005226393A (en) * 2004-02-16 2005-08-25 Taisei Corp Partitioning base isolation method
JP4581419B2 (en) * 2004-02-16 2010-11-17 大成建設株式会社 Seismic isolation zone
JP2008261139A (en) * 2007-04-12 2008-10-30 Kajima Corp Base isolation structure and base isolation structure construction method
JP2013002273A (en) * 2011-06-20 2013-01-07 Kenji Akiyama Base-isolated foundation method for building
CN104295143A (en) * 2013-10-09 2015-01-21 蒋理中 Earthquake relieving technology (structure) for seismic soil building

Also Published As

Publication number Publication date
JP3793777B2 (en) 2006-07-05

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