JP2971438B2 - Foamed plastic unit for foundation - Google Patents
Foamed plastic unit for foundationInfo
- Publication number
- JP2971438B2 JP2971438B2 JP10536798A JP10536798A JP2971438B2 JP 2971438 B2 JP2971438 B2 JP 2971438B2 JP 10536798 A JP10536798 A JP 10536798A JP 10536798 A JP10536798 A JP 10536798A JP 2971438 B2 JP2971438 B2 JP 2971438B2
- Authority
- JP
- Japan
- Prior art keywords
- unit
- foamed plastic
- ground
- main body
- foundation
- 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 - Fee Related
Links
- 239000004575 stone Substances 0.000 description 8
- PPBRXRYQALVLMV-UHFFFAOYSA-N Styrene Chemical compound C=CC1=CC=CC=C1 PPBRXRYQALVLMV-UHFFFAOYSA-N 0.000 description 6
- 238000010276 construction Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 239000006260 foam Substances 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 230000035882 stress Effects 0.000 description 3
- 239000004568 cement Substances 0.000 description 2
- 239000004567 concrete Substances 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 230000002411 adverse Effects 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Foundations (AREA)
Description
【0001】[0001]
【発明の属する技術分野】この発明は、比較的小さな構
造物のための基礎用の発泡プラスチックユニットに関す
るものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a base foamed plastic unit for relatively small structures.
【0002】[0002]
【従来の技術】従来は、建築工事、土木工事等の構造物
の接地部分には、割栗地業や玉石地業や砕石地業が行わ
れていた。その一例を、図4に模式的に示す。図4で符
号1は割栗石、符号2は地盤を示している。2. Description of the Related Art Hitherto, a splittering business, a cobblestone business, and a crushed stone business have been carried out on a ground contact portion of a structure such as a construction work and a civil engineering work. One example is schematically shown in FIG. In FIG. 4, reference numeral 1 denotes a split stone, and reference numeral 2 denotes a ground.
【0003】こういった地業は、地盤から上部構造物へ
の地反力を増す目的で行われ、土を締め固める効果と荷
重を乱反射させる効果等も期待される。[0003] Such ground work is performed for the purpose of increasing the ground reaction force from the ground to the upper structure, and is expected to have the effect of compacting the soil and the effect of irregularly reflecting the load.
【0004】しかし、近年は、割栗地業に用いる割栗石
が不足しており、また、割栗地業に熟達した建設労働者
の不足や高齢化も進んでいる。[0004] In recent years, however, there has been a shortage of splitter stones used for splittering, and a shortage and aging of construction workers who are skilled in splittering are increasing.
【0005】さらに、新たに造成される分譲地は、沼
地、谷地、海岸等の埋立て地を造成した土地が多い。こ
のような土地は地盤が弱く、土木建築物を設けるには接
地部分の反力に不安が多くなる。[0005] In addition, many newly-built subdivisions have land reclamation sites such as swamps, valleys, and shores. Such land has weak ground, and there is much concern about the reaction force of the ground contact portion in order to install civil engineering structures.
【0006】[0006]
【発明が解決しようとする課題】コマ型のコンクリート
塊を割栗石の代わりに用いる方法もある。There is also a method in which a top-shaped concrete block is used instead of split stone.
【0007】しかし、このコマ型のコンクリート塊は、
大型構造物向きであり、大重量で施工性が悪く、高コス
トとなる難点がある。それゆえ、住宅のような小さな構
造物には向いていない。However, this top-shaped concrete block is
Suitable for large structures, heavy weight, poor workability, and high cost. Therefore, it is not suitable for small structures such as houses.
【0008】また、ソイルセメント等で表土部を固化さ
せる方法もある。There is also a method of solidifying the topsoil portion with soil cement or the like.
【0009】しかし、当該方法は専門の業者を必要と
し、高コストである。また、地表の重量が増すので、地
盤が軟弱な場合には、地盤沈下等の弊害を引き起こし易
い難点もある。[0009] However, this method requires a specialized company and is expensive. In addition, since the weight of the ground surface increases, there is also a disadvantage that when the ground is soft, adverse effects such as ground subsidence are likely to occur.
【0010】このような従来技術の問題点に鑑み、本発
明は、比較的小型の構造物に適し、施工性に優れ軽量の
基礎用発泡プラスチックユニットを提供することを目的
としている。[0010] In view of such problems of the prior art, an object of the present invention is to provide a lightweight foamed plastic unit for foundations which is suitable for relatively small structures, is excellent in workability, and is lightweight.
【0011】[0011]
【課題を解決するための手段】本発明の解決手段の1つ
は、ユニット本体を発泡プラスチックで形成し、その底
部に凹所や凸部を設け、ユニット本体の外側に接続部を
設け、抜け防止用の杭を通すための貫通穴をユニット本
体に設け、接続部によって隣接するユニットを連結し、
貫通穴を通して杭を地盤に打ち込んで施工する構成と
し、さらに接続部を鉤状に形成し、隣接するユニットの
接続部を重ね合わせて連結することを特徴とする基礎用
の発泡プラスチックユニットである。Means for Solving the Problems One of the solutions of the present invention is to form a unit main body from foamed plastic, provide a concave portion or a convex portion on the bottom thereof, provide a connecting portion outside the unit main body, and remove the unit. Provide a through hole in the unit body to pass the prevention pile, connect adjacent units by connecting parts,
This is a foamed plastic unit for a foundation, wherein a pile is driven into a ground through a through-hole, a connection portion is formed in a hook shape, and connection portions of adjacent units are overlapped and connected.
【0012】本発明の他の解決手段はユニット本体を発
泡プラスチックで形成し、その底部に凹所や凸部を設
け、ユニット本体の外側に接続部を設け、抜け防止用の
杭を通すための貫通穴をユニット本体に設け、接続部に
よって隣接するユニットを連結し、貫通穴を通して杭を
地盤に打ち込んで施工する構成とし、さらにユニット本
体の横断面形状が全体的に矩形又は6角形であることを
特徴とする基礎用の発泡プラスチックユニットである。Another solution of the present invention is to form a unit main body from foamed plastic, provide a concave portion or a convex portion at the bottom thereof, provide a connection portion outside the unit main body, and pass a stake for preventing slipping out. A through hole is provided in the unit body, adjacent units are connected by connecting parts, a pile is driven into the ground through the through hole, and construction is performed. Further, the cross-sectional shape of the unit body is generally rectangular or hexagonal It is a foamed plastic unit for a foundation characterized by the following.
【0013】[0013]
【発明の実施の形態】本発明の基礎用の発泡プラスチッ
クユニットは、ユニット本体が発泡プラスチックで形成
される。ユニット本体の底部には凹所や凸部が形成さ
れ、ユニット本体の外側には接続部が設けられる。ま
た、ユニット本体には、抜け防止用の杭を通すための貫
通穴も形成される。本発明の発泡プラスチックユニット
は、接続部によって隣接するユニットを連結し、貫通穴
を通して杭を地盤に打ち込んで施工する構成になってい
る。BEST MODE FOR CARRYING OUT THE INVENTION A foamed plastic unit for a foundation according to the present invention has a unit body formed of foamed plastic. A concave portion or a convex portion is formed at the bottom of the unit main body, and a connection portion is provided outside the unit main body. In addition, a through hole is formed in the unit main body to allow a pile for preventing the unit from coming off. The foamed plastic unit of the present invention has a configuration in which adjacent units are connected by a connection portion, and a pile is driven into the ground through a through hole to be constructed.
【0014】ユニット本体の底部は波型に形成すること
ができる。The bottom of the unit body can be formed in a wave shape.
【0015】ユニット本体の底部に台形の凸部を設ける
ことができる。[0015] A trapezoidal projection may be provided at the bottom of the unit body.
【0016】ユニット本体の底部には、台形の凹所を形
成することもできる。A trapezoidal recess may be formed at the bottom of the unit body.
【0017】接続部を鉤状に形成し、隣接するユニット
の接続部を重ね合わせて連結する構成にすると良い。Preferably, the connecting portions are formed in a hook shape, and the connecting portions of adjacent units are overlapped and connected.
【0018】ユニット本体の横断面形状を全体的に矩形
又は6角形にして、隙間無しで地盤に敷き詰めるように
すると良い。It is preferable that the cross-sectional shape of the unit body is entirely rectangular or hexagonal so that the unit body is laid on the ground without gaps.
【0019】[0019]
【実施例】以下、図面を参照して、本発明の実施例を説
明する。Embodiments of the present invention will be described below with reference to the drawings.
【0020】図1は本発明の発泡プラスチックユニット
を2個接続した状態を示す側面図である。FIG. 1 is a side view showing a state in which two foamed plastic units of the present invention are connected.
【0021】基礎用の発泡プラスチックユニット10の
ユニット本体15は、例えば発泡スチレンフォーム等の
発泡プラスチックで形成される。The unit body 15 of the base foamed plastic unit 10 is made of foamed plastic such as foamed styrene foam.
【0022】図1のユニット本体15は全体的に矩形の
プレート形状であり、底部は波型11に形成されてい
る。The unit main body 15 shown in FIG. 1 has a rectangular plate shape as a whole, and the bottom is formed in a corrugated shape 11.
【0023】ユニット本体15の4つの側面には、ユニ
ット同士を接続するための接続部12a,12bが配置
されている。接続部12a,12bは鉤状であり、2つ
の鉤12aは上向き、他の2つの鉤12bは下向きに形
成してある。接続部12a,12bは、例えばプラスチ
ックで形成できる。On four side surfaces of the unit body 15, connecting portions 12a and 12b for connecting the units are arranged. The connecting portions 12a and 12b are hook-shaped, with two hooks 12a facing upward and the other two hooks 12b facing downward. The connection portions 12a and 12b can be formed of, for example, plastic.
【0024】接続部12a,12bを縦方向に整列させ
て重ね合わせれば、2つのユニットを容易に接続するこ
とができる。反対に、一方のユニットを上方に持ち上げ
るだけで、容易に離脱することができる。When the connecting portions 12a and 12b are aligned in the vertical direction and overlapped, the two units can be easily connected. Conversely, simply lifting one of the units upward can easily remove the unit.
【0025】多数のユニット10は接続部12で連結さ
れ、地盤上で横方向に隙間無く配置される。A large number of units 10 are connected by connecting portions 12 and are arranged on the ground without any gaps in the lateral direction.
【0026】ユニット本体15の中心部には、杭13を
挿入するための貫通穴14が縦方向に形成されている。
杭13は引き抜き防止用であり、その頂部には大きめの
円板が固定されている。A through hole 14 for inserting the pile 13 is formed in the center of the unit body 15 in the vertical direction.
The pile 13 is for preventing pulling out, and a large disk is fixed to the top.
【0027】本発明のユニットの施工方法を説明する。A method for constructing the unit of the present invention will be described.
【0028】先ず、先端部分が波型の鋤を用いて敷設す
る地盤を波型に整える。First, the ground to be laid with a corrugated plow is prepared in a corrugated shape.
【0029】その際、根切り底が不安定である場合には
砂、砕石、空練りモルタル、セメント混入砕石等を用い
て簡易な表層改良を行い、その後で本発明のユニット1
0を施工する。At this time, if the root bottom is unstable, simple surface improvement is performed using sand, crushed stone, crushed mortar, crushed stone mixed with cement, etc.
0 is constructed.
【0030】ユニット本体15を地盤の波型に合わせて
設置し、隣接するユニット10を接続部12a、12b
で繋ぎ合わせ、上から抜け防止用の杭13を打ち込む。The unit body 15 is set in accordance with the corrugation of the ground, and the adjacent units 10 are connected to the connecting portions 12a and 12b.
Then, a pile 13 for pulling-out prevention is driven in from above.
【0031】最後に、上からランマーをかけて表面を平
らに仕上げると共にユニット10に圧力を加えて、地盤
との接地圧を高める。これにより、ユニット内にプレス
トレスが生じ、より高い地反力を作用させることができ
る。Finally, the surface is finished flat by using a rammer from above and pressure is applied to the unit 10 to increase the contact pressure with the ground. Thereby, prestress is generated in the unit, and a higher ground reaction force can be applied.
【0032】ユニット本体15の下部が波型11になっ
ているので、荷重の伝わる方向を変化させ、直下の土壌
を圧密化して、締め固めることが可能となる。Since the lower part of the unit main body 15 is corrugated, the direction in which the load is transmitted can be changed, and the soil immediately below can be compacted and compacted.
【0033】また、ユニット本体15が発泡プラスチッ
ク製であるので、仮に地盤が液状化しても浮力を得るこ
とができ、上部構造物を安定に保とうとする作用を期待
できる。Since the unit body 15 is made of foamed plastic, buoyancy can be obtained even if the ground liquefies, and an effect of stably maintaining the upper structure can be expected.
【0034】さらに、ユニットが軽いので施工性が良
く、運搬も容易である。Further, since the unit is light, the workability is good and the transportation is easy.
【0035】また、施工方法も単純なので特別な技術者
を必要としない。Further, since the construction method is simple, no special engineer is required.
【0036】なお、発泡スチレンフォームの許容圧縮応
力度は約30t/m2 である。一方木材2階建の建築物
に必要な許容圧縮応力度は約5t/m2 、鉄骨2、3、
4階建の建築物では約5、6、8t/m2 であり、鉄筋
コンクリート2、3階建の建築物では6.5、10t/
m2 である。The allowable compression stress of the expanded styrene foam is about 30 t / m 2 . On the other hand, the allowable compressive stress required for a timber two-story building is about 5 t / m 2 ,
It is about 5, 6, 8 t / m 2 for a four-story building, and 6.5, 10 t / m for a reinforced concrete two or three-story building.
m 2 .
【0037】それゆえ、発泡スチレンフォームは、比較
的小さな建造物の基礎として十分な許容圧縮応力度を有
している。[0037] Expanded styrene foam therefore has an acceptable degree of compressive stress sufficient as the basis for relatively small buildings.
【0038】図2は、本発明の基礎用の発泡プラスチッ
クユニットの他の実施例を示す側面図である。FIG. 2 is a side view showing another embodiment of the base foamed plastic unit of the present invention.
【0039】図2の実施例では、ユニット本体15の底
部に台形の凸部11aが形成されている。それ以外の構
成は、図1のユニットと同じである。In the embodiment shown in FIG. 2, a trapezoidal projection 11a is formed at the bottom of the unit body 15. Other configurations are the same as those of the unit in FIG.
【0040】図3は、本発明の基礎用の発泡プラスチッ
クユニットのさらに他の実施例を示す側面図である。FIG. 3 is a side view showing still another embodiment of the foamed plastic unit for a foundation according to the present invention.
【0041】図3の実施例では、ユニット本体15の底
部に台形の凹所11bが形成されている。In the embodiment shown in FIG. 3, a trapezoidal recess 11b is formed at the bottom of the unit body 15.
【0042】[0042]
【発明の効果】本発明の基礎用発泡プラスチックユニッ
トによれば、構造体基礎の下部に敷設することで、上部
構造体の荷重を分散させて地盤に伝えることができる。
このため、従来の割栗石や玉石の代わりに使用すること
ができる。According to the foamed plastic unit for foundation of the present invention, by laying it under the structural foundation, the load of the upper structural body can be dispersed and transmitted to the ground.
For this reason, it can be used instead of the conventional split stones and cobblestones.
【0043】また、底部に凹所や凸部が形成してあるの
で、地盤を引き締め、地反力を高めることができる。Further, since the concave portion and the convex portion are formed at the bottom, the ground can be tightened and the ground reaction force can be increased.
【0044】さらに、ユニット本体が発泡プラスチック
で形成されるため、地震等により地盤が液状化しても、
その浮力の作用により上部構造物をある程度安定に保つ
ことが可能である。Furthermore, since the unit body is formed of foamed plastic, even if the ground liquefies due to an earthquake or the like,
Due to the action of the buoyancy, the upper structure can be kept to some extent stable.
【0045】また、本発明のユニットは工業製品である
ので、耐荷重特性等にむらがなく、均一な品質を期待で
きる。Further, since the unit of the present invention is an industrial product, uniform quality can be expected without unevenness in load-bearing characteristics and the like.
【0046】なお、本発明は前述の実施例に限定されな
い。例えば、接続部材の鉤状のものは、図示のものに限
らず様々な形状のものを採用できる。また、ユニット本
体の矩形や六角形は、図示例以外の形状でも良い。The present invention is not limited to the above embodiment. For example, the hook-shaped connecting member is not limited to the one shown in the figure, but may be of various shapes. Further, the rectangle or hexagon of the unit body may be a shape other than the illustrated example.
【図1】本発明の基礎用発泡プラスチックユニット2個
を接続した状態を示す側面図。FIG. 1 is a side view showing a state in which two basic foamed plastic units of the present invention are connected.
【図2】本発明の基礎用発泡プラスチックユニットの他
の実施例を示す側面図。FIG. 2 is a side view showing another embodiment of the base foamed plastic unit of the present invention.
【図3】本発明の基礎用発泡プラスチックユニットの別
の実施例を示す側面図。FIG. 3 is a side view showing another embodiment of the base foamed plastic unit of the present invention.
【図4】従来の割栗石の施工状態を模式的に示す断面
図。FIG. 4 is a cross-sectional view schematically illustrating a construction state of a conventional split stone.
10 ユニット 11 波型 11a 凸部 11b 断面V型部 12a,12b 接続部 13 杭 14 貫通穴 15 ユニット本体 DESCRIPTION OF SYMBOLS 10 Unit 11 Corrugation 11a Convex part 11b V-shaped section 12a, 12b Connection part 13 Pile 14 Through hole 15 Unit main body
Claims (5)
クで形成し、その底部に凹所や凸部(11,11a,1
1b)を設け、ユニット本体(15)の外側に接続部
(12a,12b)を設け、抜け防止用の杭(13)を
通すための貫通穴(14)をユニット本体(15)に設
け、接続部(12a,12b)によって隣接するユニッ
トを連結し、貫通穴(14)を通して杭(13)を地盤
に打ち込んで施工する構成とし、さらに接続部(12
a,12b)を鉤状に形成し、隣接するユニット(1
5)の接続部(12a,12b)を重ね合わせて連結す
ることを特徴とする基礎用の発泡プラスチックユニッ
ト。1. A unit body (15) is formed of foamed plastic, and a concave portion or a convex portion (11, 11a, 1) is formed at the bottom thereof.
1b), connecting portions (12a, 12b) are provided outside the unit main body (15), and a through hole (14) for passing a stake (13) for preventing the coming off is provided in the unit main body (15). The adjacent units are connected by the portions (12a, 12b), and the pile (13) is driven into the ground through the through holes (14) to be constructed.
a, 12b) are formed in a hook shape, and the adjacent unit (1
5) A foamed plastic unit for a foundation, wherein the connection portions (12a, 12b) of 5) are overlapped and connected.
クで形成し、その底部に凹所や凸部(11,11a,1
1b)を設け、ユニット本体(15)の外側に接続部
(12a,12b)を設け、抜け防止用の杭(13)を
通すための貫通穴(14)をユニット本体(15)に設
け、接続部(12a,12b)によって隣接するユニッ
トを連結し、貫通穴(14)を通して杭(13)を地盤
に打ち込んで施工する構成とし、さらにユニット本体
(15)の横断面形状が全体的に矩形又は6角形である
ことを特徴とする基礎用の発泡プラスチックユニット。2. A unit main body (15) is formed of foamed plastic, and a concave portion or a convex portion (11, 11a, 1
1b), connecting portions (12a, 12b) are provided outside the unit main body (15), and a through hole (14) for passing a stake (13) for preventing the coming off is provided in the unit main body (15). The adjacent units are connected by the portions (12a, 12b), the pile (13) is driven into the ground through the through holes (14), and the unit body (15) has a rectangular cross-sectional shape as a whole. A foamed plastic unit for a foundation characterized by being hexagonal.
1)に形成したことを特徴とする請求項1又は2に記載
の基礎用の発泡プラスチックユニット。3. The bottom of the unit body (15) is corrugated (1).
The foamed plastic unit for a foundation according to claim 1, wherein the unit is formed in 1).
部(11a)を設けたことを特徴とする請求項1又は2
に記載の基礎用の発泡プラスチックユニット。4. A trapezoidal projection (11a) is provided at the bottom of the unit body (15).
A foamed plastic unit for a foundation according to item 1.
所(11b)を形成したことを特徴とする請求項1又は
2に記載の基礎用の発泡プラスチックユニット。5. A foamed plastic unit for a foundation according to claim 1, wherein a trapezoidal recess (11b) is formed in the bottom of the unit body (15).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10536798A JP2971438B2 (en) | 1998-04-02 | 1998-04-02 | Foamed plastic unit for foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10536798A JP2971438B2 (en) | 1998-04-02 | 1998-04-02 | Foamed plastic unit for foundation |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH11286946A JPH11286946A (en) | 1999-10-19 |
| JP2971438B2 true JP2971438B2 (en) | 1999-11-08 |
Family
ID=14405754
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10536798A Expired - Fee Related JP2971438B2 (en) | 1998-04-02 | 1998-04-02 | Foamed plastic unit for foundation |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2971438B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4917576B2 (en) * | 2008-06-27 | 2012-04-18 | 隆昭 遠藤 | Precast concrete foundation slab and its construction method |
-
1998
- 1998-04-02 JP JP10536798A patent/JP2971438B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH11286946A (en) | 1999-10-19 |
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