JPH0372108A - Lightweight water permeable member - Google Patents

Lightweight water permeable member

Info

Publication number
JPH0372108A
JPH0372108A JP20754289A JP20754289A JPH0372108A JP H0372108 A JPH0372108 A JP H0372108A JP 20754289 A JP20754289 A JP 20754289A JP 20754289 A JP20754289 A JP 20754289A JP H0372108 A JPH0372108 A JP H0372108A
Authority
JP
Japan
Prior art keywords
lightweight
water
ground
cement
landfill
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
JP20754289A
Other languages
Japanese (ja)
Other versions
JP2936333B2 (en
Inventor
Hiroyuki Murase
村瀬 廣行
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.)
Showa Concrete Industry Co Ltd
Original Assignee
Showa Concrete Industry Co Ltd
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 Showa Concrete Industry Co Ltd filed Critical Showa Concrete Industry Co Ltd
Priority to JP1207542A priority Critical patent/JP2936333B2/en
Publication of JPH0372108A publication Critical patent/JPH0372108A/en
Application granted granted Critical
Publication of JP2936333B2 publication Critical patent/JP2936333B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE:To enhance the lightweight property and water permeability of the member stated in the title by wrapping the surfaces of numerous lightweight granular bodies with a cement type coupling material and coupling the granular bodies together, and also causing a number of water holes communicated with each other to form in the coupling material. CONSTITUTION:A number of lightweight granular bodies 11 are wrapped at their surfaces with a cement type coupling material 12 and are coupled together. A number of water holes 13 communicated with each other are formed in the coupling material 12 whereby a lightweight earth filling material 8 is formed.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、■海岸や湖沼等の埋立資材、■軟弱地盤地帯
や地滑り地帯や急傾斜地帯等の道路造成資材、■法面保
護部材等として好適であり、その他の各種用途にも具体
化することができる軽量通水性部材に関するものである
[Detailed Description of the Invention] [Industrial Application Fields] The present invention is applicable to ■ reclamation materials for coasts, lakes, etc., ■ road construction materials for soft ground areas, landslide areas, steep slope areas, etc., ■ slope protection members, etc. The present invention relates to a lightweight water-permeable member that is suitable for use in various applications.

[従来の技術及び発明が解決しようとする課題](1)
海岸や湖沼の埋立資材としては、水底から掘り取った浚
渫土砂や、陸上で掘削した掘削土砂が一般的である。
[Prior art and problems to be solved by the invention] (1)
Dredged earth and sand excavated from the water bottom and excavated earth and sand excavated on land are generally used as reclamation materials for beaches and lakes.

しかし、浚渫土砂は多量の水を含んでいるため、一般に
埋立地盤の落ちつきが遅く土地としての利用が遅れると
いう問題があり、一方、掘削土砂は掘削場所から埋立区
域までの運搬に大変な労力が−かかるというA”lUが
あった。また、浚渫土砂も掘削土砂も圧密時の比重が大
きいので、埋立地盤の重量はかなり大きくなる。この重
量に埋立地盤上の載荷重が加わることによって、原地盤
反力が非常に大きくなり、地盤沈下を起こすおそれがあ
った。
However, since dredged soil contains a large amount of water, there is a problem in that the reclaimed ground is generally slow to settle and its use as land is delayed.On the other hand, it takes a lot of effort to transport excavated soil from the excavation site to the reclaimed area. In addition, since the specific gravity of dredged soil and excavated soil is large when consolidated, the weight of the reclaimed ground becomes quite large.By adding the loading load on the reclaimed ground to this weight, the The ground reaction force became extremely large and there was a risk of ground subsidence.

(2)次に、道路造成資材としては、土砂、砕石、コン
クリート等が一般的である。
(2) Next, common road construction materials include earth and sand, crushed stone, and concrete.

しかし、これらの道路造成資材は比重が大きいので、道
路自体の重量がかなり大きくなる。そのため、地耐力の
小さい軟弱地盤地帯や地滑り地帯に道路を造成する場合
は、道路の重量と車輌の重量とを十分に支え得るように
、軟弱地盤をある程度以上の地耐力に達する深さまで掘
り道路造成資材で置き換える必要があった。また、急傾
斜地帯に道路を造成する場合は、重量の大きい道路を急
傾斜面に十分に保持し得るように、該急傾斜面に多数の
アンカ一部材を打ち込む必要があった。
However, since these road construction materials have a high specific gravity, the weight of the road itself becomes considerably large. Therefore, when constructing a road in a soft ground area or landslide area with low soil bearing capacity, the soft ground must be dug to a depth that reaches a certain level of bearing capacity so that it can sufficiently support the weight of the road and the weight of vehicles. It was necessary to replace it with construction materials. Furthermore, when building a road in a steeply sloping area, it is necessary to drive a large number of anchor members into the steeply sloping surface in order to sufficiently hold the heavy road on the steeply sloping surface.

(3)次に、法面保護工の一方法であるブロック張り工
には、一般にコンクリートブロックが使用されている。
(3) Next, concrete blocks are generally used for block laying, which is a method of slope protection work.

しかし、コンクリートブロックには排水性が無いので、
地盤からの浸潤水や湧水を外部に有効に排水するために
は、要所のコンクリートブロックに排水口を貫通形成す
る必要があった。
However, since concrete blocks do not have drainage properties,
In order to effectively drain infiltrated water and spring water from the ground to the outside, it was necessary to form drainage holes through the concrete blocks at key points.

本発明は上記のような種々の分野における問題点を解決
するためになされたものであって、その目的は、軽量性
、通水性、強度性及び耐久性に優れ、埋立資材、道路遺
戒資材、法面保護部材等として好適な新規な軽量通水性
部材を提供することにある。
The present invention was made in order to solve the problems in various fields as mentioned above, and its purpose is to have excellent lightness, water permeability, strength and durability, and to be able to be used as landfill materials and road warning materials. The object of the present invention is to provide a novel lightweight water-permeable member suitable as a slope protection member and the like.

[課題を解決するための手段] 上記目的を遠戚するために、本発明の軽量通水性部材は
、略稠密に集合した多数個の軽量粒状体と、各軽量粒状
体の表面を包み込むとともに各軽量粒状体の間を結合し
たセメント系結合材と、該セメント系結合材に生じた互
いに連通ずる多数の通水孔とから構成した。
[Means for Solving the Problems] In order to achieve the above-mentioned object, the lightweight water-permeable member of the present invention includes a large number of lightweight granules gathered in a substantially dense manner, wraps around the surface of each lightweight granule, and wraps the surface of each lightweight granule. It is composed of a cementitious binding material that connects lightweight granules, and a large number of water holes that communicate with each other and are formed in the cementitious binding material.

[作用] 本発明の軽量通水性部材は、軽量粒状体と少量のセメン
ト系結合材を原材料として形成されるので、その比重を
小さく抑えることができ、全体として軽量なものとなる
。なお、この比重は、軽量粒状体の種類、気泡率、粒径
等を変えたり、軽量粒状体とセメント系結合材の配合割
合を変えたりするだけで容易に調整することができる。
[Function] Since the lightweight water-permeable member of the present invention is formed from lightweight granules and a small amount of cement-based binder as raw materials, its specific gravity can be kept low, making it lightweight as a whole. Note that this specific gravity can be easily adjusted by simply changing the type, cell rate, particle size, etc. of the lightweight granules, or by changing the blending ratio of the lightweight granules and the cement-based binder.

また、該軽量通水性部材は、多数の互いに連通ずる通水
孔によって高い通水性を発揮する。
Further, the lightweight water permeable member exhibits high water permeability due to the large number of water permeable holes that communicate with each other.

さらに、該軽量通水性部材は、セメント系結合材が各軽
量粒状体を包み込んで結合しているので、十分な強度を
有するとともに、油脂、熱、紫外線等に対して強く、高
い耐久性を有する。
In addition, the lightweight water-permeable member has sufficient strength because the cement-based binding material wraps and binds each lightweight granule, and is resistant to oils, heat, ultraviolet rays, etc., and has high durability. .

[第一実施例] 第1図及び第2図に示す第一実施例は、本発明を軽量埋
立資材8に具体化したものである。
[First Embodiment] The first embodiment shown in FIGS. 1 and 2 embodies the present invention into a lightweight landfill material 8.

本実施例の埋立区域1は、原地盤2にコンクリートを打
設して基礎3を設け、該基礎3の上にコンクリート製の
擁壁部材4を複数個載置して直列に連結し、該擁壁部材
4の背面側に次の各資材を盛り上げて埋立地盤5を形成
したものである。
In the reclaimed area 1 of this embodiment, a foundation 3 is provided by pouring concrete on the original ground 2, and a plurality of concrete retaining wall members 4 are placed on the foundation 3 and connected in series. A reclaimed ground 5 is formed by heaping up the following materials on the back side of the retaining wall member 4.

すなわち、この埋立地盤5は、前記擁壁部材4の背面に
接して砕石6、礫、土砂等が積み上げられ、原地盤2の
上に下部不織布7が敷かれ、該下部不織布7の上に例え
ば直方体ブロック状の社是埋立資材8が二段積みされる
とともに鉄筋製かすがい等により互いに連結され、該軽
量埋立資材8の上に上部不織布9が被せられ、該上部不
織布9の上に浚渫土砂10又は掘削土砂が盛り上げられ
て形成されている。
That is, in this reclaimed ground 5, crushed stones 6, gravel, earth, etc. are piled up in contact with the back surface of the retaining wall member 4, and a lower nonwoven fabric 7 is spread on the original ground 2, and on the lower nonwoven fabric 7, for example, Company policy Landfill materials 8 in the form of rectangular parallelepiped blocks are piled up in two stages and connected to each other with reinforcing bars, etc. The lightweight landfill materials 8 are covered with an upper nonwoven fabric 9, and dredged earth and sand are placed on top of the upper nonwoven fabric 9. 10 or is formed by piling up excavated earth and sand.

前記軽量埋立資材8は、第1図に示すように、略稠密に
集合した多数個の軽量粒状体1■と、各軽量粒状体11
の表面を包み込むとともに各軽量粒状体11の間を結合
したセメント系結合材12と、該セメント系結合材12
に生じた多数の互いに連通ずる通水孔13とから構成さ
れている。
The lightweight landfill material 8, as shown in FIG.
a cementitious binding material 12 that wraps around the surface of the lightweight granules 11 and binds between each of the lightweight granules 11;
It is composed of a large number of water holes 13 which are formed in and communicate with each other.

このように、軽量埋立資材8は、軽量粒状体11と少量
のセメント系結合材12を原材料として形成されている
ので、その比重を小さく抑えることができる。その比重
は、後述する軽量粒状体11の種類、気泡率、粒径等を
変えたり、軽量粒状体11とセメント系結合材12の配
合割合を変えたりするだけで容易に調整することができ
る。
In this way, since the lightweight landfill material 8 is formed using the lightweight granules 11 and a small amount of the cement binder 12 as raw materials, its specific gravity can be kept low. The specific gravity can be easily adjusted by simply changing the type, cell rate, particle size, etc. of the lightweight granular material 11, which will be described later, or by changing the blending ratio of the lightweight granular material 11 and the cement-based binder 12.

そして、軽量埋立資材8として好ましい比重は、次の理
由から0.1〜1.5の範囲である。
The preferable specific gravity of the lightweight landfill material 8 is in the range of 0.1 to 1.5 for the following reason.

■ 0.1未満のときは、通常の風により容易に飛散す
るため、作業性が悪くなる。
■ If it is less than 0.1, it will be easily scattered by normal wind, resulting in poor workability.

■ 0.1以上かつ海水、湖水等の比重未満のときは、
埋立後においても浮力が生じるため、埋立地盤5全体の
重量や埋立地盤5上の載荷重を緩和して、原地盤2の反
力を軽減することができ、地盤沈下の防止に大きな効果
がある。
■ If the specific gravity is 0.1 or more and less than that of seawater, lake water, etc.,
Since buoyancy is generated even after reclamation, the weight of the entire reclaimed ground 5 and the load on the reclaimed ground 5 can be alleviated, and the reaction force of the original ground 2 can be reduced, which is highly effective in preventing ground subsidence. .

■ 海水、湖水等の比重以上がっ1.5以下のときは、
埋立時において水面を浮部することがないため安定性が
良く、埋立区域1が定めやすい。また、埋立後において
はその軽量性から埋立地盤5全体の重量を減少させて、
原地盤2の反力を軽減することができ、地盤沈下の防止
に効果がある。
■ When the specific gravity of seawater, lake water, etc. is greater than 1.5,
Since there is no floating part on the water surface during reclamation, stability is good and the reclamation area 1 is easy to define. In addition, after the landfill, the weight of the entire reclaimed ground 5 is reduced due to its light weight.
The reaction force of the original ground 2 can be reduced, which is effective in preventing ground subsidence.

■ 1.5を越えるときは、上記安定性はさらに増すが
、重量増加による運搬の労力の増大、材料増加によるコ
ストアップの問題がある。
(2) If it exceeds 1.5, the above-mentioned stability will further increase, but there will be problems of increased transportation labor due to increased weight and increased costs due to increased materials.

さて、前記軽量粒状体11の材質等は特定のものに限定
されず、発泡樹脂、軽量骨材(パーライト粒、気泡コン
クリート粒等〉等を例示することができる。その気泡率
(発泡倍率)、粒径、形状等も特定のものに限定されず
、使用目的に応じて適宜選択することができる。本実施
例では、独立発泡の略球形の発泡スチロール粒状体を使
用している。
Now, the material of the lightweight granular material 11 is not limited to a specific one, and examples thereof include foamed resin, lightweight aggregate (perlite grains, aerated concrete grains, etc.), etc. The cell rate (expansion ratio), The particle size, shape, etc. are not limited to specific ones, and can be appropriately selected depending on the purpose of use.In this example, closed-cell foamed substantially spherical expanded polystyrene particles are used.

前記セメント系結合材12はセメント・系材料により形
成され、軽量粒状体11に対する被包厚さは、軽量粒状
体11とセメント系結合材12の配合割合によって異な
る。ここで、セメント系材料とは、セメントを主原料と
するセメントペースト、モルタル、コンクリート等の各
種材料をいい、これらにアルミニウム粉等の発泡剤を混
合して独立気泡を含ませた気泡セメントペースト、気泡
モルタル、気泡コンクリート等も含む。特に、後者の気
泡入りセメント系材料により形成されたセメント系結合
材12は軽量であるため、軽量埋立資材8の比重を特に
低く調整することが容易になる。
The cementitious binder 12 is made of a cement-based material, and the encapsulation thickness for the lightweight granules 11 varies depending on the blending ratio of the lightweight granules 11 and the cementitious binder 12. Here, the term "cement material" refers to various materials such as cement paste, mortar, and concrete, which are made from cement as the main raw material. Also includes cellular mortar, cellular concrete, etc. In particular, since the latter cementitious binder 12 made of the aerated cement material is lightweight, it is easy to adjust the specific gravity of the lightweight landfill material 8 to a particularly low value.

本実施例では気泡入りのセメント系結合材12を図示し
ている。
In this embodiment, a cementitious binder 12 containing air bubbles is shown.

前記軽量埋立資材8の製造方法としては、軽量粒状体1
1にセメント系材料を混合して撹拌したり、軽量粒状体
11の表面にセメント系材料をスプレ塗布したりして、
該軽量粒状体11の表面全体にセメント系材料を付着さ
せた後、例えば成形用型枠内において、これらの軽量粒
状体11同志を接触させながらセメント系材料を硬化さ
せてセメント系結合材12を形成する方法を挙げること
ができる。
As a method for manufacturing the lightweight landfill material 8, the lightweight granular material 1
By mixing a cement material into 1 and stirring it, or by spraying the cement material on the surface of the lightweight granules 11,
After the cementitious material is attached to the entire surface of the lightweight granules 11, the cementitious material is hardened while the lightweight granules 11 are brought into contact with each other, for example, in a mold for forming the cementitious binder 12. Examples of methods for forming such a structure include:

また、前記軽量埋立資材8は、その内部に次の強化用の
繊維、線状体又は網状体を配することにより、強度をさ
らに高めることができる。
Moreover, the strength of the lightweight landfill material 8 can be further increased by arranging the following reinforcing fibers, linear bodies, or net-like bodies inside it.

■ 前記繊維としては、金属繊維(ウィスカも含む〉、
耐アルカリ性ガラス繊維、セラミックス繊維、炭素繊維
等を例示することができる。これらの繊維は予めセメン
ト系材料に混入しておくことにより、セメント系結合材
12に分散させることができる。
■ The fibers include metal fibers (including whiskers),
Examples include alkali-resistant glass fibers, ceramic fibers, and carbon fibers. These fibers can be dispersed in the cementitious binder 12 by being mixed into the cementitious material in advance.

■ 前記線状体としては、金属線(一般的には鉄筋〉、
耐アルカリ性ガラス繊維糸、合成樹脂線等を例示するこ
とができ、これらの線状体を例えば格子状に組んだもの
でもよい。これらの線状体は、前記軽量粒状体11同志
を結合する際に、所々に配置することができる。
■ The linear body may be a metal wire (generally a reinforcing bar),
Examples include alkali-resistant glass fiber threads and synthetic resin wires, and these linear bodies may be arranged, for example, in a lattice shape. These linear bodies can be placed at various locations when joining the lightweight granular bodies 11 together.

■ 前記網状体としては、金属網、耐アルカリ性ガラス
繊維布又は網、合成樹脂網等を例示することができる。
(2) Examples of the net-like body include metal nets, alkali-resistant glass fiber cloth or nets, synthetic resin nets, and the like.

これらの網状体は、前記軽量粒状体11同志を結合する
際に、所定間隔で層状に配置することができる。本実施
例では、第2図に示すように前記網状体14を層状に配
した軽量埋立資材8を図示している。
These net-like bodies can be arranged in layers at predetermined intervals when the lightweight granular bodies 11 are combined. In this embodiment, as shown in FIG. 2, a lightweight landfill material 8 is illustrated in which the mesh bodies 14 are arranged in layers.

続いて、前記下部不織布7は軽量埋立資材8が原地盤2
に沈降して通水孔13が詰まるのを防ぎ、前記上部不織
布9は浚渫土砂10の粘土分やシルト分が落下して通水
孔13に詰るのを防ぐためのものであって、共に軽量埋
立資材8の排水性を維持するように作用する。これらの
不織布の材質等は特に限定されず、本実施例ではポリプ
ロピレン不織布を使用している。
Subsequently, the lower nonwoven fabric 7 is made of lightweight reclaimed material 8 as the original ground 2.
The upper nonwoven fabric 9 is intended to prevent clay and silt of the dredged soil 10 from falling and clogging the water holes 13, and is lightweight. It acts to maintain the drainage properties of the landfill material 8. The materials of these nonwoven fabrics are not particularly limited, and in this example, polypropylene nonwoven fabrics are used.

以上のように構成された第一実施例によれば、まず、軽
量埋立資材8の比重が前述のように小さいので、埋立地
盤5全体の重量が減少するとともに、埋立地盤5上の載
荷重を緩和することもできる。そのため、原地盤2の反
力が軽減され、地盤沈下を防止することができる。
According to the first embodiment configured as described above, first, since the specific gravity of the lightweight landfill material 8 is small as described above, the weight of the entire reclaimed ground 5 is reduced, and the load on the reclaimed ground 5 is reduced. It can also be relaxed. Therefore, the reaction force of the original ground 2 is reduced, and ground subsidence can be prevented.

また、軽量埋立資材8は多数の互いに連通ずる通水孔1
3によって高い通水性を発揮するので、原地盤2や浚渫
土砂10に含まれる多量の水は、軽量埋立資材8の高い
排水性により迅速に排水される。従って、地盤の落ちつ
きが早まり、土地としての利用が早くなるので、特に広
域埋立に適する。また、地盤が落ちついた後の埋立区域
1は、水はけが大変良くなる。
In addition, the lightweight landfill material 8 has a large number of water holes 1 that communicate with each other.
3 exhibits high water permeability, so a large amount of water contained in the original ground 2 and dredged soil 10 is quickly drained due to the high drainage performance of the lightweight landfill material 8. Therefore, the ground settles more quickly and the land can be used more quickly, making it particularly suitable for wide-area reclamation. Furthermore, after the ground has settled, the reclaimed area 1 will have very good drainage.

さらに、上記軽量埋立資材8は、セメント系結合材12
が各軽量粒状体11を包み込んで結合しているので、十
分な強度を有するとともに、油脂に対して強く、高い耐
久性を有する。また、軽量埋立資材8に毒物や悪臭等を
放出する材料を使用していないので、環境を汚染する心
配もない。
Furthermore, the lightweight landfill material 8 has a cement-based binding material 12.
Since the lightweight granules 11 are wrapped around each other and bonded together, they have sufficient strength, are resistant to oil and fat, and have high durability. Furthermore, since the lightweight landfill material 8 does not contain materials that emit poisonous substances or bad odors, there is no need to worry about polluting the environment.

[第二実施例] 第3図に示す第二実施例は、本発明を軟弱地盤地帯又は
地滑り地帯の道路造成に使用する軽量道路造成資材18
に具体化したものである。
[Second Embodiment] The second embodiment shown in FIG.
This is a concrete example of this.

本実施例の道路15は、軟弱地盤16を掘削した路床1
7の上に軽量道路造成資材18が載置され、該軽量道路
造成資材18の上に砕石19や土砂が被せられ、該砕石
19等の上にコンクリート20が打たれて形成されてい
る。
The road 15 of this embodiment has a roadbed 1 excavated from soft ground 16.
A lightweight road construction material 18 is placed on top of the road construction material 7, crushed stone 19 and earth and sand are placed on top of the lightweight road construction material 18, and concrete 20 is poured on top of the crushed stone 19 and the like.

前記軽量道路造成資材■8は、第一実施例の軽量埋立資
材8と略同様に構成されており、その比重が小さいので
、道路15全体の重量を減少させることができる。その
ため、地耐力の小さい軟弱地盤16においても、さほど
深い路床17を掘らなくでも、道路■5の重量と車輌の
重量とを十分に支え得ることができる。
The lightweight road construction material 8 has substantially the same structure as the lightweight landfill material 8 of the first embodiment, and has a small specific gravity, so that the weight of the entire road 15 can be reduced. Therefore, even in the soft ground 16 with low bearing capacity, the weight of the road 5 and the weight of the vehicle can be sufficiently supported without digging the roadbed 17 very deep.

なお、この軽量道路造成資材18を急傾斜地帯における
道路造成資材として使用すれば、やはり道路自体の重量
が減少するので、急傾斜面へ打ち込むアンカ一部材を減
らすことができる。
Note that if this lightweight road construction material 18 is used as a road construction material in a steeply sloping area, the weight of the road itself will be reduced, so the number of anchor members to be driven into the steeply sloping surface can be reduced.

[第三実施例コ 第4図に示す第三実施例は、本発明を法面保護用の通水
性ブロック23に具体化したものである。
[Third Embodiment] The third embodiment shown in FIG. 4 embodies the present invention in a water-permeable block 23 for protecting slopes.

本実施例の法面構造21は、傾斜の緩い法面22に四角
板状の通水性ブロック23を布積みし、各通水性ブロッ
ク23に形成された植生用切欠穴25に植物を植生する
ようにしたものである。
In the slope structure 21 of this embodiment, square plate-shaped water-permeable blocks 23 are stacked on a slope 22 with a gentle slope, and plants are planted in the cutout holes 25 for vegetation formed in each water-permeable block 23. This is what I did.

本実施例の通水性ブロック23は、第一実施例の軽量埋
立資材8と略同様の軽量粒状体11.セメント系結合材
12及び通水孔13で構成されているが、その内部には
前記網状体14ではなく繊維24が分散して配されてい
る。
The water-permeable block 23 of this embodiment is made of lightweight granular material 11 which is substantially the same as the lightweight landfill material 8 of the first embodiment. Although it is composed of a cement-based binder 12 and water holes 13, fibers 24 instead of the net-like body 14 are dispersed inside.

また、第5図に示す別例の通水性ブロック23は、格子
状に組まれた枠部材26に対して嵌着されたものである
Further, another example of the water permeable block 23 shown in FIG. 5 is fitted onto a frame member 26 arranged in a lattice shape.

本第三実施例によれば、通水性ブロック23自体に排水
性があるため、地盤からの浸潤水や湧水は該通水性ブロ
ック23を通過して外部に効率的に排水される。従って
、従来のようにブロックに排水口を貫通形成する必要は
無くなる。
According to the third embodiment, since the water-permeable block 23 itself has drainage properties, infiltrated water or spring water from the ground passes through the water-permeable block 23 and is efficiently drained to the outside. Therefore, it is no longer necessary to form a drainage port through the block as in the prior art.

また、セメント系結合材12は軽量粒状体11を紫外線
、油脂、熱等から保護するため、該通水性ブロック23
は高い耐久性を有する。
In addition, the cement-based binder 12 protects the lightweight granular material 11 from ultraviolet rays, oil, heat, etc., and the water-permeable block 23
has high durability.

なお、本発明は前記実施例の構成に限定されるものでは
なく、例えば次のように、発明の趣旨から逸脱しない範
囲で任意に変更して具体化することもできる。
It should be noted that the present invention is not limited to the configuration of the above-mentioned embodiments, and can be modified and embodied as desired without departing from the spirit of the invention, for example, as follows.

(1〉前記軽量埋立資材8及び軽量道路造成資材18の
形状は必ずしもブロック状に限定されず、例えば多数の
小塊状に分割形成したものでもよい。
(1> The shape of the lightweight landfill material 8 and the lightweight road construction material 18 is not necessarily limited to a block shape, and may be divided into a large number of small blocks, for example.

(2)本発明は、前記各実施例以外の用途に具体化する
こともできる。
(2) The present invention can also be embodied in uses other than the above embodiments.

[発明の効果コ 本発明の軽量通水性部材は、以上のように構成されてい
るので、軽量性、通水性、強度性及び耐久性の諸性能に
優れ、特に埋立資材、道路造成資材、法面保護部材等と
して好適なものになるという優れた効果を奏する。
[Effects of the Invention] Since the lightweight water permeable member of the present invention is constructed as described above, it has excellent performance in terms of lightness, water permeability, strength and durability, and is particularly suitable for use as landfill materials, road construction materials, and legal materials. It has an excellent effect of being suitable as a surface protection member, etc.

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

第1図は第一実施例の軽量埋立資材を拡大して示す部分
拡大断面図、第2図は同資材を使用した埋立区域を示す
断面図、第3図は第二実施例の軽量道路造成資材を使用
した道路を示す断面図、第4図は第三実施例の通水性ブ
ロックを使用した法面構造を示す斜視図、第5図は別例
の通水性ブロックを使用した法面構造を示す斜視図であ
る。 8・・・軽量通水性部材としての軽量埋立資材、11・
・・軽量粒状体、 12・・・セメント系結合材、 13・・・通水孔、
Fig. 1 is a partially enlarged sectional view showing the lightweight landfill material of the first embodiment, Fig. 2 is a sectional view showing the reclaimed area using the same material, and Fig. 3 is the lightweight road construction of the second embodiment. A sectional view showing a road using the material, Figure 4 is a perspective view showing a slope structure using water permeable blocks of the third embodiment, and Figure 5 shows a slope structure using another example of water permeable blocks. FIG. 8...Lightweight landfill material as a lightweight water-permeable member, 11.
...Lightweight granular material, 12...Cement-based binding material, 13...Water hole,

Claims (1)

【特許請求の範囲】[Claims] 1、略稠密に集合した多数個の軽量粒状体(11)と、
各軽量粒状体(11)の表面を包み込むとともに各軽量
粒状体(11)の間を結合したセメント系結合材(12
)と、該セメント系結合材(12)に生じた多数の互い
に連通する通水孔(13)とからなる軽量通水性部材。
1. A large number of lightweight particles (11) gathered almost densely,
A cement-based binding material (12) that wraps the surface of each lightweight granule (11) and binds between each lightweight granule (11)
) and a large number of mutually communicating water holes (13) formed in the cementitious binder (12).
JP1207542A 1989-08-10 1989-08-10 Landfill structure and slope protection structure using lightweight water-permeable members Expired - Fee Related JP2936333B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1207542A JP2936333B2 (en) 1989-08-10 1989-08-10 Landfill structure and slope protection structure using lightweight water-permeable members

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1207542A JP2936333B2 (en) 1989-08-10 1989-08-10 Landfill structure and slope protection structure using lightweight water-permeable members

Publications (2)

Publication Number Publication Date
JPH0372108A true JPH0372108A (en) 1991-03-27
JP2936333B2 JP2936333B2 (en) 1999-08-23

Family

ID=16541455

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1207542A Expired - Fee Related JP2936333B2 (en) 1989-08-10 1989-08-10 Landfill structure and slope protection structure using lightweight water-permeable members

Country Status (1)

Country Link
JP (1) JP2936333B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08100427A (en) * 1994-10-03 1996-04-16 Kyokado Eng Co Ltd Water-permeable lightweight block
JPH08128044A (en) * 1994-10-28 1996-05-21 Kyokado Eng Co Ltd Light-weight earth construction method and light-weight block

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57130620A (en) * 1981-02-05 1982-08-13 Atsushi Ogura Light weight floating concrete block
JPS6332021A (en) * 1986-07-24 1988-02-10 Takuzo Nakamura Light-weight banking work for land-slidable and soft ground

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57130620A (en) * 1981-02-05 1982-08-13 Atsushi Ogura Light weight floating concrete block
JPS6332021A (en) * 1986-07-24 1988-02-10 Takuzo Nakamura Light-weight banking work for land-slidable and soft ground

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08100427A (en) * 1994-10-03 1996-04-16 Kyokado Eng Co Ltd Water-permeable lightweight block
JPH08128044A (en) * 1994-10-28 1996-05-21 Kyokado Eng Co Ltd Light-weight earth construction method and light-weight block

Also Published As

Publication number Publication date
JP2936333B2 (en) 1999-08-23

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