JPS58123922A - Constructing method for water permeable foundation for banking and water permeable body used in said method - Google Patents
Constructing method for water permeable foundation for banking and water permeable body used in said methodInfo
- Publication number
- JPS58123922A JPS58123922A JP521382A JP521382A JPS58123922A JP S58123922 A JPS58123922 A JP S58123922A JP 521382 A JP521382 A JP 521382A JP 521382 A JP521382 A JP 521382A JP S58123922 A JPS58123922 A JP S58123922A
- Authority
- JP
- Japan
- Prior art keywords
- water
- permeable
- water permeable
- banking
- 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.)
- Pending
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 30
- 238000000034 method Methods 0.000 title claims abstract description 8
- 239000002184 metal Substances 0.000 claims abstract description 10
- 230000035699 permeability Effects 0.000 claims abstract description 9
- 239000000463 material Substances 0.000 claims description 17
- 239000004745 nonwoven fabric Substances 0.000 claims description 2
- 239000002759 woven fabric Substances 0.000 claims description 2
- 230000003014 reinforcing effect Effects 0.000 abstract description 7
- 239000007787 solid Substances 0.000 abstract 1
- 239000004576 sand Substances 0.000 description 7
- 238000010276 construction Methods 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 239000002689 soil Substances 0.000 description 2
- 238000007596 consolidation process Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- ZZUFCTLCJUWOSV-UHFFFAOYSA-N furosemide Chemical compound C1=C(Cl)C(S(=O)(=O)N)=CC(C(O)=O)=C1NCC1=CC=CO1 ZZUFCTLCJUWOSV-UHFFFAOYSA-N 0.000 description 1
- -1 wire mesh Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/18—Making embankments, e.g. dikes, dams
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
Description
【発明の詳細な説明】
本発明は主として軟弱地盤の上に盛土をして地盤を圧密
沈下させて改良する場合に用いる盛土用の透水性基盤形
成方法とそれに用いる透水わk
の上に一枚が数十がある大型シートを敷いた上に透水性
の良い砂を厚(敷いた上で、必要に応じてサンドパイル
等を打設して地下圧密水を地上に排出し易(シ、盛土に
よる載荷を行って来た。この場合砂は、圧密水ならびに
降雨等を速かに排出すると共に、軟弱地盤上に作業機械
が搬入出来る走行性を確保するために用いられて来た。DETAILED DESCRIPTION OF THE INVENTION The present invention mainly relates to a method for forming a permeable foundation for an embankment used when embanking is placed on soft ground to improve the ground by consolidation settlement, and a permeable base used for the method. After laying a large sheet with several tens of sheets and a thick layer of highly permeable sand, if necessary, install sand piles, etc., to easily drain underground consolidated water to the surface (shi, embankment). In this case, sand has been used to quickly drain consolidated water and rainfall, as well as to ensure the ease of transport of working machines onto soft ground.
しかし、昨今、良質の砂は極めて入手困難となり、且つ
高価となった。一方、大型の土地造成の場合は海岸線・
沼沢地・田畑など地盤の悪い土地が多く、砂の需要はま
すます増加している。However, in recent years, high-quality sand has become extremely difficult to obtain and expensive. On the other hand, in the case of large-scale land development,
There is a lot of land with poor ground, such as swamps and fields, and the demand for sand is increasing.
本発明はこのような社会情勢に鑑み、砂を要せず、上か
らの耐圧強度ならびに地盤への馴しみ性・透水性にも秀
れた盛土用透水性基盤の形成方法を提供せんとするもの
である。In view of such social conditions, the present invention aims to provide a method for forming a permeable foundation for embankment that does not require sand and has excellent pressure resistance from above, as well as adaptability to the ground and water permeability. It is something.
本発明の実施例を図面について詳しく説明する。Embodiments of the invention will be described in detail with reference to the drawings.
〔実施例1〕
第1図に示すように、剛性のあるエキスバンドメタルか
らなる半筒状体ill多数を丈夫なプラスチックネット
からなる基盤(2)上に少しの間隔をあけて直列に且つ
ある程度の間隔で並列に並べた上、金属環+31などを
用いて基盤(2)に固定して盤状体^を形成する。[Example 1] As shown in Fig. 1, a large number of semi-cylindrical bodies made of rigid expanded metal are placed in series with a slight interval on a base (2) made of a strong plastic net. After arranging them in parallel with an interval of
施工時には第2図に示すように地盤0上に織布・不織布
などからなる通水性シート状物4)を敷設し、その上に
本発明の透水性盤状体^を敷並べ、その上にプラスチッ
クネット・鋼製メツシュなどからなる通水性補強板(5
)で覆い、透水空間0を形成する。通水性補強板の上を
通水性1:
シート状物(4)で覆った上に盛土0を行なう。During construction, as shown in Figure 2, a water-permeable sheet-like material 4) made of woven or non-woven fabric is laid on the ground 0, and the water-permeable plate-like material of the present invention is laid out on top of it. Water-permeable reinforcing plate made of plastic net, steel mesh, etc.
) to form a water permeable space of 0. Water permeability 1 on the water permeability reinforcing plate: Cover it with a sheet-like material (4) and then fill it with earth.
本実施例で用いる半筒状体はエキスバンドメタルの他、
パンチトメタル・金網・プラスチックネットなど剛性の
ある素材を用いて断面をアーチ状・逆V字型などに折や
まげで形成したもので、その長さは一般的に30国〜2
m、希ましくは305I〜1mでその高さは一般的に3
〜3Qaw、希ましくは5〜20a11である。基盤(
2)になるネットはある程度の剛性と可撓性とを持つプ
ラスチックネットを用いるのが通常であるが、金網・エ
キスバンドメタルなどでもよく。In addition to the expanded metal, the semi-cylindrical body used in this example is
It is made of rigid material such as punched metal, wire mesh, or plastic net, and is folded into an arch-like or inverted V-shape in cross section, and its length generally ranges from 30 to 2.
m, rarely 305I to 1m, and the height is generally 3
~3Qaw, preferably 5-20a11. basis(
The net for 2) is usually a plastic net that has a certain degree of rigidity and flexibility, but wire mesh, expanded metal, etc. may also be used.
その大きさは、巾が1m〜3m程度で、その長さは1m
以上数mの長尺体とするのが希ましい。Its size is about 1m to 3m in width and 1m in length.
It is preferable to use a long body of several meters or more.
半筒体はお互に接するように密に敷並べてもよいが、第
1図に示すように前後左右に数1〜3051程度の間隔
をとる方が出来上った時の盤状体の馴じみ性の点で秀れ
ている。The semi-cylindrical bodies may be arranged closely so that they are in contact with each other, but it is better to space them at intervals of about 1 to 3051 in the front, back, left, and right directions, as shown in Figure 1. Excellent in terms of sex.
通水性シート状物(4)としては、地盤から上がってく
る水を通す通水性と土を通さないフィルター性が要求さ
れる他、盛土した上を作業機械が走行する場合に上から
の力を分散させる必要があるので容易に切断されず、引
張り強度が大きく、又、大きさも縦横ともに数m〜十数
mの大きなものが希ましい。通水性補強板(51は土か
らの力を支えて透水空間を保つ目的であるからある程度
の剛性を要求されるが、地盤が不等沈下をした場合、地
盤への馴じみがよいようにある程度の可撓性があること
が希ましい。The water-permeable sheet material (4) is required to have permeability to allow water coming up from the ground to pass through, and filter properties to prevent soil from passing through.In addition, when a working machine runs on an embankment, it must be able to absorb the force from above. Since it needs to be dispersed, it is not easily cut, has high tensile strength, and is large in size, ranging from several meters to more than ten meters in both length and width. Water-permeable reinforcing plate (51) is required to have a certain degree of rigidity because it supports the force from the soil and maintains a water-permeable space, but if the ground settles unevenly, it needs to have a certain degree of rigidity so that it will fit well with the ground. It is desirable to have the flexibility of
〔実施例2〕
剛性のある鋼板からなる環状体をプレスなどの方法で波
状に凹凸を付けて第3図に示すような波状環体(6)を
形成する。波状環体の外周辺には適宜連続孔(7)を設
ける。このような波状環体を第4図のように平面的に並
列して、隣接するもの同志をある程度自由に動けるよう
にやや大きな金属環■を用いてしっかりと連結して透水
性盤状体^を形成する。[Example 2] A wavy annular body (6) as shown in FIG. 3 is formed by applying corrugations to an annular body made of a rigid steel plate using a method such as pressing. Continuous holes (7) are appropriately provided around the outer periphery of the wavy ring. As shown in Figure 4, these wavy ring bodies are arranged in parallel on a plane, and the adjacent ones are firmly connected using slightly large metal rings so that they can move freely to some extent to form a water-permeable disk body. form.
波状環体は厚さ0.5〜2厘程度の鋼板など丈夫な素材
を用い、大きさは直径が通常5〜30画、希ましくは1
0〜2051で、環の巾は1〜63希ましくは2〜45
I、高さは3〜15cm希ましくは5〜10傷である。The wavy ring is made of a durable material such as a steel plate with a thickness of about 0.5 to 2 cm, and its size is usually 5 to 30 cm in diameter, preferably 1 cm in diameter.
0 to 2051, the width of the ring is 1 to 63, preferably 2 to 45
I, height is 3-15 cm, preferably 5-10 scratches.
形成される盤状体の大きさは巾が通常301〜3W1.
希ましくは50α〜2mであり、その長さは通常1m以
上の長尺物である。The size of the plate-shaped body formed is usually 301 to 3W1.
The length is preferably 50α to 2 m, and the length is usually 1 m or more.
この透水性盤状体^の施工方法は実施例1と同様である
。The construction method for this water-permeable plate-like body is the same as in Example 1.
〔実施例3〕
剛性のある帯状の鋼製メツシュを波型にジグザグに折曲
げて波状帯体(印を形成し、この波状帯体多数を第5図
に示すように立てた状態で並べ、一枚目の山部と二枚目
の谷部が接するように並列し、帯体と直角方向に2本以
上の丈夫な−−プ191などの紐状物を貫通することに
より連結して透水性盤状体^を形成する。[Example 3] A rigid band-shaped steel mesh is bent in a zigzag wave pattern to form a wavy band (mark), and a large number of these wavy bands are arranged in an upright state as shown in Fig. 5. The peaks of the first sheet and the troughs of the second sheet are arranged in parallel so that they are in contact with each other, and are connected by passing through two or more strong string-like objects such as strips 191 in a direction perpendicular to the band and are water permeable. Forms a discoid body.
帯体はあまり長いと全体としての可撓性が失なわれるの
で503〜1m程度の比較的短かいもので構成し、これ
を長手方向にもロープ19)などで連結しである程度の
巾に形成するのが希ましい。If the band is too long, it will lose its flexibility as a whole, so it is made up of relatively short pieces of about 503 to 1 m, and these are connected in the longitudinal direction with ropes 19) to form a certain width. It is rare to do so.
この透水性盤状体^の施工方法は実施例1と同様である
。The construction method for this water-permeable plate-like body is the same as in Example 1.
本発明の透水性基盤は主として軟弱地盤の上の盛土用と
して施工されるが、上の実施例のように構成されている
ので、盛土をし、その上を作業機械が搬入されても容易
に座屈することなく透水空間が確保され、又、透水空間
はほぼ空胴として残されているので透水性は砂などに比
較してはるかに良いのでその厚みは通常10cIR前後
で充分であるのでコストも安い。又、縦横いづれの方向
にも排水出来るのでパイプを用いるように詰まって部分
的に排水不能となることもない。The permeable foundation of the present invention is mainly constructed as an embankment on soft ground, but since it is configured as in the above embodiment, it can be easily used even when an embankment is made and a working machine is brought in on top of the embankment. A water permeable space is secured without buckling, and the water permeable space is left almost as a cavity, so the water permeability is much better than sand, etc., and the thickness is usually around 10cIR, which is sufficient, so the cost is low. cheap. Furthermore, since the water can be drained both vertically and horizontally, it does not become clogged and partially impossible to drain, unlike when using pipes.
上下両面がフィルターで保護されているので内部空間に
は土などが入りにくい。Since both the top and bottom are protected by filters, it is difficult for dirt to enter the internal space.
又、透水空間を保つ盤状体の本体部は剛性の大きい素材
で構成しているが全体の構造は地盤の不陸や、不等沈下
にも追随出来るようにある程度の馴じみ性も付与されて
いる。更に、盤状体は作業性を考慮しである程度の大き
さに構成しであるので運搬・施工などの能率は良い。In addition, although the main body of the plate-like body that maintains the permeable space is made of a highly rigid material, the overall structure has been given a certain degree of flexibility so that it can follow uneven ground and uneven subsidence. ing. Furthermore, since the plate-shaped body is constructed to a certain size in consideration of workability, efficiency in transportation and construction is good.
尚1本発明に於いて地盤の上に直接敷設する通水性シー
ト状物は一枚の大きざが作業可能な限り大きい方が希ま
しいので独立に施工することが希ましいが、透水性盤状
体・通水性補強板ならびに上に覆う通水性シート状物は
必ずしも独立に存在する必要はなく、その全部又は一部
を予め一体に形成しておいても差支えない。又通水性補
強板と通水性シート状物は剛性のある通水性シート状物
で兼用することも可能である。1. In the present invention, it is preferable that the water-permeable sheet material to be laid directly on the ground has a size as large as possible, so it is preferable to construct it independently. The disk-like body/water-permeable reinforcing plate and the water-permeable sheet-like material covering thereon do not necessarily need to exist independently, and may be formed in whole or in part in advance. Further, a rigid water-permeable sheet material may be used as both the water-permeable reinforcing plate and the water-permeable sheet material.
更に又、底に敷く通水性シート状物の強度が不足する場
合にはネット状物などを併用して補強しても差支えない
。Furthermore, if the strength of the water-permeable sheet placed on the bottom is insufficient, it may be reinforced with a net-like material.
又、透水性盤状体自体の構成も実施例に限定されること
なく、上からの耐圧強度があり、上下縦横に透水性のあ
る立体的構造物の集合で形成されていればその素材・形
状を問わない。Furthermore, the structure of the water-permeable plate itself is not limited to the examples, but as long as it is formed from a collection of three-dimensional structures that have pressure resistance from above and are water-permeable vertically and horizontally, the material can be used. Regardless of shape.
第1図・第4図ならびに第5図は透水性盤状体の実施例
を示す斜視−である。第2図は施工状況を示す細断面構
成図である。第3図は波状環体を示す斜視図である。
A・・・透水性盤状体、B・・・地盤、C・・・透水空
間。
D・・・盛土、1・・・半筒状体、2・・・基盤、3・
・・金属環、4・・・通水性シート状物、5・・・通水
性補強板。
6・・・波状環体、7・・・連結孔、8・・・波状帯体
、9・・・ロープ
11FIGS. 1, 4, and 5 are perspective views showing examples of the water-permeable plate-like body. FIG. 2 is a detailed cross-sectional configuration diagram showing the construction status. FIG. 3 is a perspective view of the wavy ring. A: Permeable plate-like body, B: Ground, C: Permeable space. D... Embankment, 1... Semi-cylindrical body, 2... Base, 3...
...Metal ring, 4...Water permeable sheet material, 5...Water permeable reinforcing plate. 6... Wavy ring body, 7... Connecting hole, 8... Wavy band body, 9... Rope 11
Claims (1)
数を相互に相接し、ないしは適宜の間隔をもって平面的
に敷き並べた状態で連結金具・紐状物・ネット状物など
でもって連結してなる透水性盤状体を、織布・不織布な
どからなる通水性シート状物を地盤に敷設した上に敷き
並べ、更にこの上にプラスチックネットなどからなる通
水性補助板を敷き、更にその上を通水性シート状物で覆
って盛土用の透水性基盤を形成する方法。 ■ 上下・縦横に透水性を有する立体的構造物多数を相
互に相接し、ないしは適宜の間隔をもって平面的に敷き
並べた状態で連結金具・紐状物・ネット状物などでもっ
て連結してなる透水性盤状体。(1) A large number of three-dimensional structures that have water permeability vertically, vertically and horizontally are placed next to each other or laid out horizontally at appropriate intervals and connected using connecting metal fittings, string-like objects, net-like objects, etc. The water-permeable plate-like bodies made of these materials are laid out on top of a water-permeable sheet material made of woven or non-woven fabric laid on the ground, and then a water-permeable auxiliary board made of plastic net or the like is laid on top of this. A method of forming a permeable foundation for embankment by covering the top with a permeable sheet material. ■ A large number of three-dimensional structures that have water permeability vertically, vertically and horizontally are placed next to each other, or laid out horizontally at appropriate intervals, and connected using connecting metal fittings, string-like objects, net-like objects, etc. A water-permeable disk-like body.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP521382A JPS58123922A (en) | 1982-01-16 | 1982-01-16 | Constructing method for water permeable foundation for banking and water permeable body used in said method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP521382A JPS58123922A (en) | 1982-01-16 | 1982-01-16 | Constructing method for water permeable foundation for banking and water permeable body used in said method |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS58123922A true JPS58123922A (en) | 1983-07-23 |
Family
ID=11604909
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP521382A Pending JPS58123922A (en) | 1982-01-16 | 1982-01-16 | Constructing method for water permeable foundation for banking and water permeable body used in said method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS58123922A (en) |
-
1982
- 1982-01-16 JP JP521382A patent/JPS58123922A/en active Pending
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