JPH0711131B2 - Basic construction method - Google Patents
Basic construction methodInfo
- Publication number
- JPH0711131B2 JPH0711131B2 JP23974187A JP23974187A JPH0711131B2 JP H0711131 B2 JPH0711131 B2 JP H0711131B2 JP 23974187 A JP23974187 A JP 23974187A JP 23974187 A JP23974187 A JP 23974187A JP H0711131 B2 JPH0711131 B2 JP H0711131B2
- Authority
- JP
- Japan
- Prior art keywords
- house
- concrete
- ground
- land
- block
- 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
Links
- 238000010276 construction Methods 0.000 title claims description 7
- 230000005484 gravity Effects 0.000 claims description 5
- 238000005728 strengthening Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 239000002344 surface layer Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000004891 communication Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Foundations (AREA)
Description
【発明の詳細な説明】 (産業上の利用分野) 本発明は建築の基礎工法に関する。更に詳しくは軟弱地
盤における地盤を強化する方法に関する。TECHNICAL FIELD The present invention relates to a basic construction method for construction. More specifically, it relates to a method for strengthening the ground in soft ground.
(従来の技術及び問題点) 普通、家屋等を建てるときは、先ず、建てるべき土地を
均らし、次いで家屋等の形状や間取り等に合わせて基礎
コンクリートを打ち、然るのちその上に建屋を構築す
る、という手順で作業が進められる。(Conventional technology and problems) Normally, when building a house, etc., first, the land to be built is leveled, then concrete concrete is struck according to the shape and layout of the house, etc., and then the building is built on it. The work proceeds in the procedure of building.
この場合家屋等を建てる場所は交通、通信その他の生活
環境が良く、しかも強固な、安定した地盤の土地である
ことが望ましいのであるが近年はこの様な場所が次第に
払底しているため郊外の、例えば田畑等の地盤の軟弱な
土地に建てざるを得ないことが多くなっている。勿論こ
の様な土地に家屋等を建てるときは、その土地に土盛り
をし、基礎コンクリートを丈夫にするなどの方策が採ら
れているのであるが、この様な土地は多くは地盤が泥土
層で構成されているので、年月の経過と共に盛土や基礎
コンクリート自体が沈降する事態が生じている。In this case, it is desirable that the place where the house is to be built is a land with good transportation, communication and other living environment and that is strong and stable. , For example, there are many cases where it is unavoidable to build on soft ground such as fields. Of course, when building a house on such a land, measures are taken such as embankment on the land and strengthening the basic concrete, but in many such land, the ground is a mud layer. Since it is constructed, the embankment and the foundation concrete itself settle down with the passage of time.
そのため従来から軟弱な地盤を強化する簡易な方法の開
発が望まれていた。Therefore, it has long been desired to develop a simple method for strengthening the soft ground.
(問題点を解決するための手段) 本発明は上記した点に鑑みてなされたものであって、家
屋等を構築しようとする土地の地表部の、家屋等の外形
々状と同一若しくはそれより若干広い範囲を100乃至500
mm程度の深さに掘り下げて窪を形成し、更にこの窪に比
重0.3〜1.2程度の独立気泡コンクリートを打ち込んで盤
状ブロックを形成し、これを家屋等の基礎とすることを
特徴とするものである。(Means for Solving Problems) The present invention has been made in view of the above points, and is the same as or different from the outer shape of a house or the like on the surface portion of the land where a house or the like is to be constructed. A slightly wider range of 100 to 500
It is characterized in that a recess is formed by digging down to a depth of about mm, and closed-cell concrete with a specific gravity of about 0.3 to 1.2 is driven into this recess to form a board-shaped block, which is used as the basis of a house or the like. Is.
(作用) 従って、本発明に依れば、基礎コンクリートの下の地盤
の表層付近の土砂を比重0.3〜1.2程度の独立気泡コンク
リート製の盤状ブロックに替え、これによって地盤を強
化して表層部の変形を防ぐと共に表層部を軽量化して沈
降現象を防ぐものである。(Operation) Therefore, according to the present invention, the earth and sand in the vicinity of the surface layer of the ground under the basic concrete is replaced with a plate-shaped block made of closed-cell concrete having a specific gravity of about 0.3 to 1.2, thereby strengthening the ground and the surface layer portion. It prevents the deformation and the surface layer is lightened to prevent the sedimentation phenomenon.
(実施例) 以下、本発明を図示の実施例に基づいて具体的に説明す
る。(Example) Hereinafter, the present invention will be specifically described based on illustrated examples.
先ず、家屋等を建てようとする土地1を均らし、その一
部を100乃至500mmの深さに掘り下げて窪を形成し、更に
必要に応じてその底面を突き固め、或いはモルタルを塗
るなどして底面を整形する。First, the land 1 on which a house or the like is to be built is leveled, a part of it is dug down to a depth of 100 to 500 mm to form a depression, and if necessary, the bottom surface is tamped or mortar is applied. Shape the bottom.
次いでこの窪に独立気泡コンクリートを打ち込んで盤状
ブロック2を形成する。この盤状ブロック2の形状、云
い換えれば窪の形状については特に限定はしない。要は
家屋等の重量を支えるに充分な耐力を有するものである
ことが肝要であって、家屋等の規模や地盤の強度等に応
じて形成するもので、その目的からして基礎コンクリー
トの外形よりも若干大きく形成するのが望ましく、ま
た、外周部を若干深くするのが望ましい。Next, closed-cell concrete is driven into this recess to form the board-shaped block 2. The shape of the board-like block 2, in other words, the shape of the depression is not particularly limited. The point is that it is important to have sufficient proof strength to support the weight of the house, etc., and it is formed according to the scale of the house, the strength of the ground, etc. It is desirable to form it slightly larger than that, and it is also desirable to make the outer peripheral portion slightly deeper.
尚、独立気泡コンクリートは無数の独立気泡を有するコ
ンクリートであって、比重が0.3乃至1.2程度のものであ
る。The closed-cell concrete has a large number of closed cells and has a specific gravity of about 0.3 to 1.2.
続いて盤状ブロック2の上に常法により基礎コンクリー
ト3を打ち、更にその上に家屋等を構築する。Subsequently, the foundation concrete 3 is cast on the board-shaped block 2 by a conventional method, and a house or the like is constructed on the foundation concrete 3.
ところで、この場合において、盤状ブロック2は図に示
すように基礎コンクリートの外周より外側に位置する部
分は地表面よりも若干低くして、この上を土で覆うのが
好ましい。即ちこの様にすると、この部分が周囲の地面
と一体化するので違和感が無くなることとなる。By the way, in this case, as shown in the figure, it is preferable that the portion of the board-like block 2 located outside the outer periphery of the basic concrete is made slightly lower than the ground surface and covered with soil. That is, in this way, this portion is integrated with the surrounding ground, so that the sense of discomfort is eliminated.
(効果) 以上詳述した様に本発明は家屋等を構築するに際して、
その土地の表層部の家屋等の外周形状より若干広い範囲
を100乃至500mm程度の深さに掘り下げて窪を形成し、更
にこの窪に独立気泡コンクリートを打ち込ん基礎とする
もので、家屋等はあたかも一枚岩に載った状態となって
安定する。しかも従来は泥状地の地盤を補強するために
はその部分を深く掘って、これに新たな土砂を埋めなけ
ればならなかったから、その費用が高いうえ、掘り上げ
た土の処理が極めて困難であったが、これに対して本発
明は盤状ブロックが比重の小さな独立気泡コンクリート
を用いて形成されており、しかもこの盤状ブロックは全
体を一体的に形成されていることにより地盤に加えられ
る家屋等の重量が分散されるので、盤状ブロックを100
乃至500mmの厚さにすれば足りるから、上記した地盤の
補強に要する費用や手間が著るしく低減されることとな
る。しかも泥状地では盤状ブロックに浮力が作用し、家
屋等は盤状の船に載った状態となるので却って沈下を防
ぐ効果が高められるのである。(Effect) As described in detail above, the present invention is
It is a foundation that is formed by digging a region slightly wider than the outer peripheral shape of the house on the surface of the land to a depth of about 100 to 500 mm, and then driving closed-cell concrete into this recess to form a foundation. It becomes stable as it is placed on a monolith. Moreover, in the past, in order to reinforce the mud ground, it had to be dug deeply and filled with new sediment, so the cost was high and the treatment of dug soil was extremely difficult. In contrast to this, according to the present invention, the board-like block is formed by using closed-cell concrete having a small specific gravity, and the board-like block is added to the ground by being integrally formed. Since the weight of the house is distributed, 100 blocks
Since the thickness of 500 to 500 mm is sufficient, the cost and labor required for the above-mentioned ground reinforcement can be significantly reduced. Moreover, in mud, buoyancy acts on the board-like block, and the house etc. is placed on the board-like ship, so the effect of preventing subsidence can be enhanced.
図は本発明に係る建築の基礎工法を示す断面図である。 1……土地、2……盤状ブロック 3……基礎コンクリート The figure is a cross-sectional view showing a basic construction method for construction according to the present invention. 1 ... Land, 2 ... Board block 3 ... Foundation concrete
Claims (1)
の、家屋等の外形々状と同一若しくはそれより若干広い
範囲を100乃至500mm程度の深さに掘り下げて窪を形成
し、更にこの窪に比重0.3〜1.2程度の独立気泡コンクリ
ートを打ち込んで盤状ブロックを形成し、これを家屋等
の基礎とすることを特徴とする建築の基礎工法。1. A recess is formed by digging a range of 100 to 500 mm, which is the same as or slightly wider than the outer shape of a house or the like, on the surface portion of the land where a house or the like is to be constructed, and further A basic construction method for construction, characterized in that the block-like block is formed by driving closed-cell concrete with a specific gravity of about 0.3 to 1.2 into the hollow, and this is used as the foundation of a house.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP23974187A JPH0711131B2 (en) | 1987-09-24 | 1987-09-24 | Basic construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP23974187A JPH0711131B2 (en) | 1987-09-24 | 1987-09-24 | Basic construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6483716A JPS6483716A (en) | 1989-03-29 |
| JPH0711131B2 true JPH0711131B2 (en) | 1995-02-08 |
Family
ID=17049241
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP23974187A Expired - Lifetime JPH0711131B2 (en) | 1987-09-24 | 1987-09-24 | Basic construction method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0711131B2 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2769484B2 (en) * | 1989-01-30 | 1998-06-25 | 積水ハウス株式会社 | Building foundation method |
| JPH0453838U (en) * | 1990-09-11 | 1992-05-08 | ||
| JP2013124511A (en) * | 2011-12-15 | 2013-06-24 | Ohbayashi Corp | Building foundation structure, and building foundation construction method |
-
1987
- 1987-09-24 JP JP23974187A patent/JPH0711131B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6483716A (en) | 1989-03-29 |
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