JP3007940B2 - Lightweight ground to be cast on soft ground and construction method thereof - Google Patents

Lightweight ground to be cast on soft ground and construction method thereof

Info

Publication number
JP3007940B2
JP3007940B2 JP2222551A JP22255190A JP3007940B2 JP 3007940 B2 JP3007940 B2 JP 3007940B2 JP 2222551 A JP2222551 A JP 2222551A JP 22255190 A JP22255190 A JP 22255190A JP 3007940 B2 JP3007940 B2 JP 3007940B2
Authority
JP
Japan
Prior art keywords
ground
soft ground
quick
light
setting
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
Application number
JP2222551A
Other languages
Japanese (ja)
Other versions
JPH04106218A (en
Inventor
澄夫 堀内
豊 桂
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.)
Shimizu Corp
Original Assignee
Shimizu Corp
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 Shimizu Corp filed Critical Shimizu Corp
Priority to JP2222551A priority Critical patent/JP3007940B2/en
Publication of JPH04106218A publication Critical patent/JPH04106218A/en
Application granted granted Critical
Publication of JP3007940B2 publication Critical patent/JP3007940B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、軟弱地盤上へ打設された打設軽量地盤及び
その構築方法に関し、特に沼地、水田等の軟弱地盤上へ
打設構築された仮設作業用や車両移動等に好適な軟弱地
盤上打設軽量地盤及びその構築方法に関する。
Description: TECHNICAL FIELD The present invention relates to a light-weight ground poured on soft ground and a method for constructing the same, and more particularly, to a light-weight ground constructed on soft ground such as swamps and paddy fields. Also, the present invention relates to a lightweight ground which is suitable for temporary work and vehicle movement, and a construction method thereof.

[従来の技術及び発明が解決しようとする課題] 従来、沼地、水田等に軟弱地盤上に充分な強度を有す
る地盤を構築しようとする場合、通常はサンドコンパク
ション、サンドドレーンなどによって事前に軟弱地盤の
強度を改善した後、砂や砂利などを直接撒き出したりし
て、盛土することが多かった。
[Problems to be Solved by Conventional Techniques and Inventions] Conventionally, when it is attempted to construct a ground having sufficient strength on a soft ground in a swamp, paddy field, or the like, the soft ground is usually prepared in advance by sand compaction, sand drain, or the like. After improving the strength of sand, sand and gravel were directly scattered and embanked.

しかしながら、このような工法では盛土による地盤沈
下を防止することは不可能であり、また最悪の場合には
盛土材料自体が軟弱地盤中に埋没するなどの事故もしば
しば生じていた。
However, with such a construction method, it is impossible to prevent land subsidence due to embankment, and in the worst case, an accident such as embankment material itself being buried in soft ground has often occurred.

こうした事故は盛土材料の重量が大きく、また盛土材
料の強度が低いことが要因であり、これらを取り除く方
法として発泡コンクリートや発泡スチロールなどの軽量
材料を地盤材料として利用する方法が広まってきてい
る。
Such accidents are caused by the weight of the embankment material being large and the strength of the embankment material being low. As a method of removing these, a method of using a lightweight material such as foamed concrete or styrene foam as a ground material is becoming widespread.

こうした軽量地盤材料を利用する工法では、固化軽量
材料をプラント等で製造した後、それを軟弱地盤上まで
輸送して、適用することによって行っていた。しかし、
その輸送には、材料が軽量であるが故に多大な手間と移
送装置を要するほか、輸送中に材料が破壊する事故もし
ばしば発生した。
In the construction method using such a lightweight ground material, a solidified lightweight material is manufactured in a plant or the like, and then transported to a soft ground and applied. But,
The transportation required a great deal of labor and transfer equipment due to the light weight of the material, and there were many accidents in which the material was destroyed during transportation.

さらに、発泡スチロールでは火気や有機溶剤に弱いな
どの欠点を有するほか、発泡コンクリートでは短時間内
に所定の強度を得ることができないという欠点を有して
いた。
Furthermore, foamed styrene has drawbacks such as weakness to fire and organic solvents, and foamed concrete has a drawback that a predetermined strength cannot be obtained within a short time.

また、地盤上に水が存在する場合には、スラリー系材
料を使用すると、水と混合してしまうなどの施工上の問
題を生ずることがあった。
In addition, when water is present on the ground, using a slurry-based material may cause construction problems such as mixing with water.

[課題を解決するための手段] 本発明者は上記問題を解決すべく鋭意研究の結果、従
来技術の問題点を解決する本発明をなすに至った。
[Means for Solving the Problems] As a result of intensive studies to solve the above problems, the present inventors have made the present invention which solves the problems of the prior art.

すなわち本願発明は、(1)軟弱地盤上打設軽量地盤
及び(2)その構築方法に係るものである。
That is, the present invention relates to (1) a light-weight ground placed on soft ground and (2) a construction method thereof.

まず、(1)軟弱地盤上打設軽量地盤の発明は、軟弱
地盤上でゲルタイムが数秒ないし数十分であり、かつ硬
化後長期的に数ton/m2以上の圧縮強度を発現する急結性
軽量材料の撒き出しにより打設・形成されてなる断面凹
形の軟弱地盤上の型枠体に、中詰め材を充填してなるこ
とを特徴とする軟弱地盤上打設軽量地盤であり、(2)
その構築方法の発明は、ゲルタイムが数秒ないし数十分
であり、かつ硬化後長期的に数ton/m2以上の圧縮強度を
発現する、セメント、起泡剤、水ガラスよりなる急結剤
及び水を主剤とする急結性軽量材料を軟弱地盤上に撒き
出して軽量基盤を形成し、その上に空き瓶、発泡スチロ
ール等の多数の軽量片を載せ、さらにそれらを包埋する
ごとく、上記急結性軽量材料又は硬化性材料を撒き出し
て打設することを特徴とする軟弱地盤上打設軽量地盤の
構築方法である。
First, (1) the invention of a lightweight ground to be cast on soft ground is a quick-setting method in which the gel time on soft ground is several seconds to several tens of minutes, and a compressive strength of several tons / m 2 or more is exhibited in the long term after hardening. A lightweight ground that is cast on soft ground, characterized by being filled with a filling material in a formwork on a soft ground having a concave cross section formed by being cast and formed by scatter of lightweight material, (2)
The invention of the construction method has a gel time of several seconds to several tens of minutes, and expresses a compressive strength of several tons / m 2 or more for a long time after curing, a cement, a foaming agent, a quick setting agent made of water glass, and A quick-setting light-weight material mainly composed of water is sprinkled on soft ground to form a light-weight base, on which a large number of light-weight pieces such as empty bottles and styrofoam are placed. This is a method for constructing a light-weight ground to be cast on soft ground, characterized by spouting and setting a light-weight or hardenable material.

また上記発明では、軟弱地盤上打設軽量地盤は、軟弱
地盤上でゲルタイムが数秒ないし数十分であり、かつ硬
化後長期的に数ton/m2以上の圧縮強度を発現する急結性
軽量材料の撒き出しにより打設・形成されてなる断面凹
形の軟弱地盤上の型枠体に、中詰め材を充填して構成さ
れたものであってもよい。
In the above invention, the light-weight ground cast on soft ground has a gel time on soft ground of several seconds to several tens of minutes, and a quick-setting light weight that exhibits a compressive strength of several tons / m 2 or more for a long time after hardening. It may be configured by filling a filling material into a form body on a soft ground having a concave cross section formed by casting and forming a material.

上記中詰め材としては、例えば浚渫土や、砂と砂利と
セメントと水との混合物であるいわゆるコンクリート様
の組成物を充填してもよく、空き瓶、空き缶のようなか
さ密度の低い廃棄材などを充填してもよい。
As the filling material, for example, dredged soil, may be filled with a so-called concrete-like composition which is a mixture of sand, gravel, cement, and water, and empty bottles, waste materials having a low bulk density such as empty cans, and the like. May be filled.

また、本発明の軽量地盤には、網、ロープ、繊維体等
の補強材が配されていることも好ましい。
It is also preferable that a reinforcing material such as a net, a rope, or a fibrous body is provided on the lightweight ground of the present invention.

本発明における空き瓶などの軽量中空体の使用は、軽
量地盤の浮揚性をより確実なものとすることと廃棄物の
有効利用をの兼ねるものである。
The use of a light-weight hollow body such as an empty bottle in the present invention combines both the assurance of the buoyancy of the lightweight ground and the effective use of waste.

そしてまた、上記型枠を用いる発明は、軟弱地盤上に
急結性軽量材料で製作した型枠を構築させ、その中に砂
やスラリー材のような従来使用されてきた地盤材料を入
れ、全体的な作業性を向上させたものである。
In addition, the invention using the above-mentioned formwork allows a formwork made of a quick-setting lightweight material to be constructed on soft ground, and a conventionally used ground material such as sand or slurry material is put therein, Workability is improved.

また、該方法の発明における軟弱地盤上打設軽量地盤
の打設は、軟弱地盤面上の所要区域に不透水性ないし半
透水性シート又は袋を張ってその上で行ってもよく、そ
の結果構築地盤は、その底面及び/又は側面に不透水性
ないし半透水性のシート、袋、コーティング材等の被覆
材を有するものであってもよい。
In addition, the casting of the lightweight ground on the soft ground in the invention of the method may be performed by setting an impermeable or semi-permeable sheet or bag on a required area on the soft ground, and as a result, The construction ground may have an impermeable or semi-permeable sheet, bag, coating material such as a coating material on the bottom and / or side surfaces thereof.

さらに、軟弱地盤上打設地盤の構築方法では、軟弱地
盤面上に、前記打設を行ってもよく、また軟弱地盤上の
所要区域をシートパイルや鋼管矢板などの仕切壁で区切
って行ってもよい。
Furthermore, in the method of constructing the ground to be placed on soft ground, the above-mentioned placing may be performed on the soft ground, or a required area on the soft ground may be separated by a partition wall such as a sheet pile or a steel pipe sheet pile. Is also good.

シートパイルや鋼管矢板で仕切った場合、その軟弱地
盤付近の仕切壁の内側面に可動性型枠を付設し、打設急
結性軽量材料が硬化した後、可動性型枠を動かすことに
よって、仕切壁と硬化急結性軽量材料との間にクリアラ
ンスを生じさせ、両者間に発生する付着を解除すること
も好ましい。
When partitioned by sheet pile or steel pipe sheet pile, a movable formwork is attached to the inner surface of the partition wall near the soft ground, and after the casting quick setting lightweight material hardens, by moving the movable formwork, It is also preferable to create a clearance between the partition wall and the hardening quick-setting lightweight material to release the adhesion generated between the two.

上記いずれの方法の場合にあっても、軟弱地盤上打設
軽量地盤を構築するに際して、前記軽量片やワイヤー、
ロープ、網、軽量筋材、プラスチック繊維、金属繊維等
の補強材を配設し、急結性軽量材料を撒き出して打設す
ることもできる。
In any of the above methods, when constructing a lightweight ground to be cast on soft ground, the light pieces and wires,
A reinforcing material such as a rope, a net, a lightweight reinforcing material, a plastic fiber, a metal fiber, or the like may be provided, and a quick-setting lightweight material may be scattered and cast.

上記本発明に係る急結性軽量材料は、セメント、起泡
剤、水ガラスよりなる急結剤及び水を主剤とする混合物
からなり、気泡が均一分散されて含有されている軽量材
料組成物である。
The quick-setting light-weight material according to the present invention is a light-weight material composition comprising a cement, a foaming agent, a quick-setting agent made of water glass, and a mixture containing water as a main component, in which bubbles are uniformly dispersed and contained. is there.

そして、上記急結性軽量材料のゲルタイム(固結する
のに必要な時間)は数秒ないし数十分であるため、材料
の構成成分の最終混合は、打設箇所付近で行うことが好
ましい。
Since the gel time (time required for consolidation) of the quick-setting light-weight material is several seconds to several tens of minutes, the final mixing of the constituent components of the material is preferably performed in the vicinity of the casting location.

特に、本発明に係る急結性軽量材料の硬化時間が数秒
間ないし数十秒と短い場合は、急結剤、触媒等の混合は
打設箇所直前部で行うことが好ましい。これにより、材
料スラリー等のホースによる送給を容易とし、かつ水上
への急結打設を確実化できる。
In particular, when the curing time of the quick-setting lightweight material according to the present invention is as short as several seconds to several tens of seconds, the mixing of the quick-setting agent, the catalyst, and the like is preferably performed immediately before the casting location. This facilitates the supply of the material slurry or the like by the hose and ensures the quick connection and installation on the water.

これらの混合は、各組成成分毎の各送給ホースの先端
を、打設箇所近くで交叉させるように配置して放出する
ことによって行うか、あるいは二重管からなる送給ホー
スで各組成成分を圧送し、その先端から各成分を混合放
出するようにすることもできる。
The mixing is carried out by arranging and discharging the tips of the feed hoses for each component so that they cross each other near the casting point, or by using a feed hose consisting of a double pipe. , And each component can be mixed and released from its tip.

図面により本発明の軽量片を包埋する軽量地盤の打設
方法を説明すると、まず第5図(A)、(B)に図示す
るごとく、作業車1上で急結性軽量材料の混合調製を行
い、その急結性軽量材料3を送給ホース2の先端まで圧
送し、軟弱地盤面上に撒き出して板状の軽量基盤4を打
設・形成する。
Referring to the drawings, the method of placing a light ground for embedding a light piece according to the present invention will be described. First, as shown in FIGS. Then, the quick-setting light-weight material 3 is pressure-fed to the tip of the feed hose 2 and is scattered on the soft ground to form a plate-shaped light-weight base 4.

そこで、第1図(A)〜(C)の工程図に示すごと
く、軽量浮揚基盤4の上に空き瓶、空き缶等の廃棄材、
発泡スチロール等の軽量片5を載せ(B)、さらにその
上に急結性軽量材料3を撒き出し(C)、それらを包埋
するごとく打設する。該操作は重ねて行ってもよい。
Therefore, as shown in the process charts of FIGS. 1 (A) to 1 (C), waste materials such as empty bottles and empty cans are placed on the lightweight floating base 4,
A lightweight piece 5 such as styrofoam is placed (B), and a quick-setting lightweight material 3 is further scattered thereon (C), and they are cast as if they were embedded. The operation may be performed repeatedly.

また、凹形型枠を用いる打設方法は、第5図(A)、
(B)図示のごとくして、まず急結性軽量材料3を水面
に撒き出して板状の軽量基盤4を打設し、次いで第2図
(A)〜(E)の工程図に示すごとく、その周縁部分に
築盛打設して周壁4′を形成し、断面凹形の軟弱地盤上
型枠40を得る(B)。その後該型枠40内に中詰め材6を
充填し(D)、軽量地盤10を完成する(E)。
In addition, a casting method using a concave mold is shown in FIG.
(B) As shown in the figure, first, the quick-setting light-weight material 3 is sprinkled on the water surface to form a plate-shaped light-weight base 4, and then, as shown in the process diagrams of FIGS. 2 (A) to 2 (E). A peripheral wall 4 'is formed by embedding and casting the peripheral portion, thereby obtaining a soft ground mold 40 having a concave cross section (B). Thereafter, the filling material 6 is filled in the formwork 40 (D) to complete the lightweight ground 10 (E).

なお、上記急結性軽量材料には各種充填材を加配して
もよいことは言うまでもない。
Needless to say, various fillers may be added to the quick-setting lightweight material.

[実施例] 次に本発明を実施例によって詳細に説明する。EXAMPLES Next, the present invention will be described in detail with reference to examples.

まず、軟弱地盤上打設用急結性軽量材料の調製につい
て説明する。
First, preparation of a quick-setting lightweight material for placing on soft ground will be described.

本発明に係る急結性軽量材料の好適組成例及び混合比
は、下記のごとき、発泡ペーストの組成と水ガラスの組
成及び混合比のものが好ましい。
Preferred composition examples and mixing ratios of the quick-setting lightweight material according to the present invention are preferably those of the composition of the foaming paste, the composition of water glass, and the mixing ratio as described below.

[a:発泡ペーストの組成] セメント:100重量部、 水 :30〜200重量部 起泡剤 :0.1〜5重量部 気泡安定剤:0.1〜5重量部 気泡量:250〜900/m3 [b:水ガラス水溶液の組成] 水ガラス(JIS3号) :100重量部 水 :30〜200重量部 ゲルタイム調製剤(塩類) :0.1〜10重量部 {a液とb液の混合比(重量比)} a:b=1:0.1〜1:3.5 上記急結性軽量材料混合物は数秒ないし数十秒間で固
結する。
[A: Composition of foaming paste] Cement: 100 parts by weight, water: 30 to 200 parts by weight Foaming agent: 0.1 to 5 parts by weight Cell stabilizer: 0.1 to 5 parts by weight Cell amount: 250 to 900 / m 3 [b : Composition of aqueous solution of water glass] Water glass (JIS No. 3): 100 parts by weight Water: 30 to 200 parts by weight Gel time preparation (salts): 0.1 to 10 parts by weight {mixing ratio of liquid a and liquid b (weight ratio)} a: b = 1: 0.1 to 1: 3.5 The quick-setting light-weight material mixture sets in a few seconds to a few tens of seconds.

このゲルタイムは、発泡ペーストと水ガラスとの混合
比によって調製することができる。
This gel time can be adjusted by the mixing ratio of the foaming paste and the water glass.

本実施例では、上記組成範囲の中から下記組成の急結
性軽量材料を調製し、これを軟弱地盤上打設に適用し
た。
In this example, a quick-setting light-weight material having the following composition was prepared from the above-mentioned composition range, and was applied to the casting on soft ground.

[発泡ペーストの組成] セメント:100重量部、 水 :100重量部 起泡剤 :0.7重量部 気泡安定剤:0.1重量部 気泡量:650/m3 である発泡ペーストと、 [水ガラス水溶液の組成] 水ガラス(JIS3号) :100重量部 水 :50重量部 ゲルタイム調製剤(塩類) :0.1重量部 である水ガラス水溶液とを、 :=1:0.16の割合(重量比)で混合したもの。な
お、該実施例混合物のゲルタイムは、5秒であり、硬化
物の密度は0.6ton/m3であって、打設後60秒の硬化軽量
地盤の圧縮強度は0.1kgf/cm2、打設後2時間後の圧縮強
度は3kgf/cm2であった。
[Composition of foam Paste cement: 100 parts by weight, water: 100 parts by weight Foaming agent: 0.7 parts by weight foam stabilizer: 0.1 parts by weight amount of bubbles: and 650 / m 3 and a foam paste Composition of waterglass solution Water glass (JIS No. 3): 100 parts by weight Water: 50 parts by weight Gel time adjuster (salts): 0.1 part by weight of a water glass aqueous solution mixed at a ratio of 1: 0.16 (weight ratio). The gel time of the mixture of the example was 5 seconds, the density of the cured product was 0.6 ton / m 3 , and the compression strength of the cured lightweight ground 60 seconds after casting was 0.1 kgf / cm 2 . After 2 hours, the compressive strength was 3 kgf / cm 2 .

そしてこの硬化物は長時間にわたって、沈降しないこ
とが確認されている。
It has been confirmed that this cured product does not settle for a long time.

ここで本実施例で使用した配合成分について説明す
る。
Here, the components used in this example will be described.

急結剤としての水ガラス 水ガラスは、通常市販の3号水ガラス(Na2O・3SiO2
・aq)が使用されるが、該水ガラス原液(SiO2:28〜30
%、Na2O:9〜10%、残:水)の粘度は高く、そのままで
は移動速度が遅い。このため、水を事前に添加して水ガ
ラス液の粘度を下げ、移動速度を速くすることが望まし
い。これは通常の水ガラス系薬液注入での水ガラスの使
用方法と同様であり、よく知られている事柄である。な
お、多量の発泡ペーストに少量の水ガラス原液(急結
剤)を混合することは均一混合の意味からも非常に困難
である。
Water glass as a quick setting agent Water glass is usually commercially available No. 3 water glass (Na 2 O · 3SiO 2
Aq) is used, but the water glass stock solution (SiO 2 : 28-30)
%, Na 2 O: 9~10% , remainder: water viscosity) is high, is as it is slow movement speed. Therefore, it is desirable to add water in advance to lower the viscosity of the water glass liquid and increase the moving speed. This is the same as the method of using water glass in the usual water glass-based chemical injection, and is a well-known matter. In addition, it is very difficult to mix a small amount of a stock solution of water glass (a quick-setting binder) with a large amount of foaming paste from the viewpoint of uniform mixing.

起泡剤 起泡剤について説明すると、本発明においても通常の
セメント系混合物に使用される膠質ブチルスルフォン酸
ナフタレンや蛋白質などの起泡剤が用いられる。一般的
な界面活性剤であればセメント重量の5%程度が上限で
ある。好ましくは、3%以下である。
Foaming agent When the foaming agent is explained, also in the present invention, a foaming agent such as naphthalene colloid butylsulfonate or protein used in a usual cement-based mixture is used. For a general surfactant, the upper limit is about 5% of the cement weight. Preferably, it is 3% or less.

硬化物の密度を1.0ton/m3以下とするためには、160
/m3の気泡が必要となる。
In order to reduce the density of the cured product to 1.0 ton / m 3 or less, 160
/ m 3 bubbles are required.

この気泡を得るには起泡剤の添加率は0.05%程度以上
必要となるが、気泡の安定性などの点から、好ましくは
0.2%以上である。
To obtain these bubbles, the foaming agent needs to be added at a rate of about 0.05% or more.
0.2% or more.

水量 発泡ペースト中の水量は、200%以下(特に好ましく
は100%以下)が、強度発現上から好ましい。なお、強
度発現は起泡剤の添加量によって大きく影響を受けるた
め、最適水量も変化する。
Amount of water The amount of water in the foaming paste is preferably 200% or less (particularly preferably 100% or less) from the viewpoint of strength development. Since the strength development is greatly affected by the amount of the foaming agent added, the optimum amount of water also changes.

セメント量 単位セメント量の増加とともに初期強度が増加する
が、単位セメント量が50kg/m3程度であっても強度発現
が望める。必要となる軟弱地盤上打設構造物の初期強度
は用途によって異なるが、取扱の点から0.5kgf/cm2以上
が望ましい。このため、単位セメント量としては好まし
くは150kg/m3以上が必要となる。
Cement amount Although the initial strength increases with an increase in the unit cement amount, the strength can be expected even when the unit cement amount is about 50 kg / m 3 . The required initial strength of the soft ground cast-in structure depends on the application, but is preferably 0.5 kgf / cm 2 or more from the point of handling. For this reason, a unit cement amount of preferably 150 kg / m 3 or more is required.

セメントと水ガラスの比率 材料を急結させるのは急激な凝集反応であり、この反
応が進むには各材料(セメントと水ガラス)の比率が適
正でなければならない。
The ratio of cement to water glass It is a rapid agglomeration reaction that causes the materials to rapidly form, and the ratio of each material (cement to water glass) must be appropriate for this reaction to proceed.

水ガラスの量が少なくなると強度が大幅に減少する。
水ガラス(JIS3号品)は少なくともセメントの30%以上
必要である。
When the amount of water glass is reduced, the strength is greatly reduced.
Water glass (JIS No. 3) needs at least 30% of cement.

次に上記各配合成分に関連して他の起泡剤、急結剤等
について説明する。
Next, other foaming agents, quick-setting agents, and the like will be described in relation to the above components.

起泡剤としては、膠質ブチルスルフォン酸ナフタレ
ン、ゼラチン、カゼイン等の蛋白質の誘導体、サポニ
ン、樹脂石鹸、硫酸ラウリルソーダ等が挙げられる。
Examples of the foaming agents include naphthalene colloid butylsulfonate, gelatin, protein derivatives such as casein, saponin, resin soap, lauryl sulfate and the like.

また、急結剤としては、水ガラス、重クロム酸カリ、
ケイフッ化ソーダ、アルミン酸ソーダ、塩化アルミニウ
ム、塩化カルシウム等が挙げられるが、特に水ガラスが
好ましい。
In addition, as a quick setting agent, water glass, potassium dichromate,
Examples thereof include sodium fluorosilicate, sodium aluminate, aluminum chloride, and calcium chloride, with water glass being particularly preferred.

なお、通常水ガラスとしてはJIS3号品(SiO2含量28〜
30%、Na2O含量9〜10%)が用いられる。
In addition, JIS No. 3 product (SiO 2 content 28 ~
30%, Na 2 O content 9-10%) is used.

急結剤としての水ガラスの使用は、急結性、強度発現
性、安全性等の点から特に好適である。
The use of water glass as a quick setting agent is particularly suitable in terms of quick setting, strength development, safety, and the like.

また硬化剤としてセメントを用いているが、これは急
結性及び長期強度を確保する等のため、特に好ましいも
のである。
In addition, cement is used as a hardening agent, which is particularly preferable for securing quick setting and long-term strength.

次に、図面にしたがって、(1)材料を包埋する軽量
地盤の打設例と、(2)断面凹形の軽量型枠を用いる軽
量地盤の打設例を説明する。
Next, according to the drawings, (1) an example of placing a lightweight ground in which a material is embedded and (2) an example of placing a lightweight ground using a lightweight formwork having a concave cross section will be described.

(1)多数の軽量片を包埋する軽量地盤の打設 まず第5図(A)、(B)に図示するごとく、作業船
1上で上記発泡ペーストと急結剤との混合物からなる急
結性軽量材料の混合調製を行い、その急結性軽量材料3
を送給ホース2の先端まで圧送し、軟弱地盤面上に撒き
出して板状の軽量基盤4を打設し、次いで第1図(A)
〜(C)図示のごとく、その上に空き瓶、空き缶、発泡
スチロール等の軽量片5を載せ(B)、さらにその上に
急結性軽量材料3を撒き出し(C)、それらを包埋する
ごとく打設する。該操作は重ねて行ってもよい。
(1) Casting of light ground to embed a large number of light pieces First, as shown in FIGS. Mixing and preparation of a quick-setting light-weight material, and the quick-setting light-weight material 3
To the tip of the feed hose 2, scattered on the soft ground surface and cast a plate-shaped lightweight base 4, and then FIG. 1 (A)
(C) As shown in the drawing, a light piece 5 such as an empty bottle, an empty can, styrofoam or the like is placed thereon (B), and a quick-setting light-weight material 3 is sprinkled thereon (C) and embedded therein. It is cast as it is. The operation may be performed repeatedly.

なお、急結性軽量材料の混合調製においては、起泡剤
と水の混合物を撹拌して十分に起泡させ、これにセメン
トスラリーを均一に混合してして発泡ペーストし、これ
に、急結剤としての水ガラス水溶液を混合することが好
ましい。
In addition, in the mixing preparation of the quick-setting light-weight material, the mixture of the foaming agent and water is stirred to sufficiently foam, and the cement slurry is uniformly mixed with the mixture to form a foaming paste. It is preferable to mix a water glass aqueous solution as a binder.

(2)断面凹形の型枠を用いる軽量地盤の打設例 また、凹形型枠を用いる打設方法は、まず前記と同様
に第5図(A)、(B)図示のごとく、急結性軽量材料
3を軟弱地盤面に撒き出して板状の軽量基盤4を打設
し、次いで第2図(A)〜(E)図面のごとく、その周
縁部分に築盛打設して周壁4′を形成し、断面凹形の軟
弱地盤上型枠40を得る(B)。
(2) Example of Casting Light Ground Using a Formwork with a Concave Cross Section Also, a method of casting using a concave formwork is as follows: First, as shown in FIGS. The lightweight lightweight material 3 is scattered on the soft ground surface, and a plate-shaped lightweight base 4 is cast thereon. Then, as shown in FIGS. Is formed to obtain a soft ground formwork 40 having a concave cross section (B).

次に、その軽量基盤4上に軽量筋材7を固着配設し
(C)、その後、該型枠40内に中詰め材6を充填し
(D)、軽量地盤10を完成する(E)。
Next, the lightweight reinforcement 7 is fixedly arranged on the lightweight base 4 (C), and then the filling material 6 is filled in the formwork 40 (D) to complete the lightweight ground 10 (E). .

上記のごとく、本発明の軟弱地盤上打設用急結性軽量
材料は極めて簡単な組成材料から構成されるものである
が、その製造においても通常の土木用のミキサー、ポン
プ等が使用できる。
As described above, the quick-setting light-weight material for placing on soft ground according to the present invention is composed of an extremely simple composition material, and a general mixer, pump or the like for civil engineering can be used in the production thereof.

そして、軟弱地盤上にそのまま撒き出すことによっ
て、軽量基盤を簡単に打設でき、次いでその上に軽量片
を載せそれに再度急結性軽量材料を撒き出すことによっ
て軽量地盤を完成することができる。
Then, the light ground can be easily cast by spreading the light ground on the soft ground as it is, and then the lightweight ground can be completed by placing a light piece on the light base and then spreading the quick-setting light material thereon.

また、急結性軽量材料を撒き出して軽量基盤を打設し
た後、その周縁に打設を繰り返して周壁を築盛すること
によって容易に断面凹形型枠を製作でき、その内に適宜
中詰め材、例えば土砂やコンクリート、モルタル等、あ
るいは前記空き瓶、空き瓶等の中空材料とモルタルを充
填することによって大容積の軽量地盤を容易かつ廉価に
製造することができる。
Also, after the quick-setting light-weight material is scattered and the light-weight base is cast, the casting is repeated around the periphery and the surrounding wall is laid to form a concave-shaped formwork easily. By filling the material, for example, earth and sand, concrete, mortar, or the like, or the hollow material such as the empty bottle, the empty bottle, and the mortar, a large-volume, lightweight ground can be easily and inexpensively manufactured.

なお、第3図は断面凹形の軽量型枠40の軽量基盤4内
に補強材としてのロープ製網体8を配設した例を示し、
第4図は中詰め材6内にロープ製網体8を埋設した例を
示す。
FIG. 3 shows an example in which a rope net 8 as a reinforcing material is disposed in the lightweight base 4 of the lightweight formwork 40 having a concave cross section.
FIG. 4 shows an example in which the rope net 8 is embedded in the filling material 6.

こうして構築された軽量地盤は、急結性軽量材料に廃
棄材を埋設したものにあっては、空き瓶、空き缶等の廃
棄物を有用原料に転換できるため製造コストを低減する
ことができ、かつ軽量片中の気体量によっては超軽量な
軽量性地盤となしたり、適宜密度の軽量地盤となすこと
ができる。
The lightweight ground constructed in this way, in which waste materials are buried in quick-setting lightweight materials, can reduce the production cost because waste such as empty bottles and empty cans can be converted to useful raw materials, and Depending on the amount of gas in the light piece, it can be made into an ultralight lightweight ground or a lightweight ground with an appropriate density.

なお、空き瓶、空き缶等の開口部は、蓋をするなどに
より閉口したものとしておくことが好ましく、これによ
り、気体の漏洩がほぼ完全になくなるため長期的な浮揚
性を更に向上させることができるほか、使用急結性軽量
材料が節減され、かつ製品軽量地盤の一層の軽量化を図
ることができる。
The openings of empty bottles, empty cans, and the like are preferably closed by, for example, putting a lid on, so that gas leakage is almost completely eliminated, so that long-term buoyancy can be further improved. In addition, the quick-setting light-weight material used can be reduced, and the weight of the product lightweight ground can be further reduced.

また、軟弱地盤上に打設した断面凹形の軽量型枠を使
用したものにあっては、それが耐水性に優れかつ軽量で
あり、機械的強度も確保できるため、型枠内にどのよう
な中詰め材でも充填できる。よって、軽量地盤の製造コ
スト及び製造作業が容易となる。
In addition, in the case of using a lightweight formwork with a concave cross section cast on soft ground, it is excellent in water resistance and lightweight, and can secure mechanical strength. It can be filled with any kind of filling material. Therefore, the manufacturing cost and the manufacturing operation of the lightweight ground are facilitated.

上記本発明により構築された軟弱地盤上打設軽量地盤
は、軟弱地盤上への盛土、軟弱地盤上への道路の構築、
仮設的な埋め戻しなどに適用できる。
The light ground on the soft ground constructed according to the present invention is embankment on the soft ground, construction of a road on the soft ground,
It can be applied to temporary backfill.

また、構築した軽量地盤はそのまま可動構造物として
使用できるほか、固定構造物構築用の仮設基地として使
用できるため、それにより従来困難であった軟弱地盤上
での各種作業を容易かつ迅速にすすめることが可能とな
る。
In addition, the constructed lightweight ground can be used as a movable structure as it is, or it can be used as a temporary base for the construction of fixed structures, thereby facilitating various operations on soft ground, which was conventionally difficult, easily and quickly. Becomes possible.

こうした直接的に打設材料を軟弱地盤面上に撒き出し
て軽量地盤を構築することは、従来例のない新規なもの
である。
The construction of a lightweight ground by directly laying out such a casting material on a soft ground is a novel thing that has never been seen before.

[発明の効果] 上記のとおり本発明の軟弱地盤上打設軽量地盤は、現
場の軟弱地盤上において直接打設でき、かつ短時間で構
築でき、また従来技術におけるごとき大きな仮設装置を
必要としない。
[Effects of the Invention] As described above, the light-weight ground on soft ground according to the present invention can be directly mounted on soft ground at the site, can be constructed in a short time, and does not require a large temporary device as in the prior art. .

また、本発明の軽量地盤には、中詰め材としてどのよ
うなものでも充填できるため、製造コストも低減でき
る。
Further, since the lightweight ground of the present invention can be filled with any material as the filling material, the manufacturing cost can be reduced.

そしてまた、断面凹形の型枠の製作は、急結性軽量材
料を軟弱地盤上に撒き出して軽量基盤を打設した後、そ
の周縁に打設を繰り返して周壁を築盛することによって
容易にできる。
Also, the production of a formwork with a concave cross section is facilitated by laying out a quick-setting lightweight material on soft ground, placing a lightweight base, and repeating the placement around the periphery to build up the surrounding wall. it can.

なお、本発明の方法に係るセメント、起泡剤、水ガラ
スよりなる急結剤及び水を主剤とする急結性軽量材料は
軽量かつ数秒ないし数十分で急結するため、軟弱地盤上
においてそのまま打設して、軽量地盤のベースとしての
軽量基盤を容易に構築できる。
In addition, the cement according to the method of the present invention, a foaming agent, a quick setting agent made of water glass and a quick setting light weight material containing water as a main component are lightweight and quickly set in a few seconds to tens of minutes, so on soft ground. It can be cast as it is, and a lightweight base as a base for lightweight ground can be easily constructed.

本発明により構築した軽量地盤は軟弱地盤上への盛
土、軟弱地盤上への道路の構築、仮設的な埋め戻しなど
に適用できる。またそのまま可動構造物として使用でき
るほか、固定構造物構築用の仮設構造物として広範に使
用できるため、それにより従来困難であった軟弱地盤上
での各種作業を容易かつ迅速にすすめることが可能とな
る。
The lightweight ground constructed according to the present invention can be applied to embankment on soft ground, construction of a road on soft ground, temporary backfilling, and the like. In addition, it can be used as a movable structure as it is, and it can be widely used as a temporary structure for constructing fixed structures, which makes it easy and quick to perform various tasks on soft ground, which was difficult previously. Become.

さらに、急結性軽量材料は、原料を打設時に起泡・膨
張させて得られるものであるため、現場へ搬入すべき原
材料は少量で済み、よって原材料の搬送が容易かつ低コ
ストなものとなる。
Furthermore, quick-setting light-weight materials are obtained by foaming and expanding the raw materials at the time of casting, so that only a small amount of raw materials need to be brought to the site, so that the raw materials can be transported easily and at low cost. Become.

そしてさらに、本発明の構築方法の実施において必要
なミキサー、ポンプなどの機器は、通常の土木機械がそ
のまま使用でき、特殊な機器を用意する必要がない。
Furthermore, equipment such as a mixer and a pump necessary for carrying out the construction method of the present invention can be used as it is with an ordinary civil engineering machine, and there is no need to prepare special equipment.

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

第1図(A)ないし第5図(B)は、軟弱地盤上打設軽
量地盤の各種実施例の工程説明図を示す。 1:作業車,2:送給ホース, 3:急結性軽量材料,4:軽量基盤, 4′:周壁,5:軽量片,6:中詰め材, 7:軽量筋材,8:ロープ製網体, 10:軽量地盤,40:断面凹形の型枠
1 (A) to 5 (B) show process explanatory diagrams of various embodiments of a light-weight ground placed on soft ground. 1: Work vehicle, 2: Feeding hose, 3: Quick setting light weight material, 4: Light weight base, 4 ': Perimeter wall, 5: Light weight piece, 6: Medium filling material, 7: Light weight muscle, 8: Rope Net, 10: Light ground, 40: Formwork with concave cross section

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E02D 3/00 - 3/12 E02D 17/18 ──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int. Cl. 7 , DB name) E02D 3/00-3/12 E02D 17/18

Claims (6)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】軟弱地盤上でゲルタイムが数秒ないし数十
分であり、かつ硬化後長期的に数ton/m2以上の圧縮強度
を発現する急結性軽量材料の撒き出しにより打設・形成
されてなる断面凹形の軟弱地盤上の型枠体に、中詰め材
を充填してなることを特徴とする軟弱地盤上打設軽量地
盤。
Claims: 1. Casting and forming of a quick-setting light-weight material that has a gel time of several seconds to several tens of minutes on soft ground and exhibits a compressive strength of several tons / m 2 or more for a long time after hardening. A light-weight ground on soft ground, characterized by filling a filling material into a form body on soft ground having a concave cross section.
【請求項2】軟弱地盤上でゲルタイムが数秒ないし数十
分であり、かつ硬化後長期的に数ton/m2以上の圧縮強度
を発現する、セメント、起泡剤、水ガラスよりなる急結
剤及び水を主剤とする急結性軽量材料の撒き出しにより
打設・形成されてなる断面凹形の軟弱地盤上の型枠体
に、中詰め材を充填してなることを特徴とする軟弱地盤
上打設軽量地盤。
2. A quick-setting cement, foaming agent or water glass, which has a gel time of several seconds to several tens of minutes on soft ground and exhibits a compressive strength of several tons / m 2 or more for a long time after hardening. Characterized by filling a filling material into a formwork on a soft ground with a concave cross section formed by spraying a quick-setting light-weight material mainly composed of an agent and water. Lightweight ground cast on the ground.
【請求項3】中詰め材が、かさ密度の低いものであるこ
とを特徴とする請求項1又は2記載の軟弱地盤上打設軽
量地盤。
3. The light-weight ground on soft ground according to claim 1, wherein the filling material has a low bulk density.
【請求項4】ゲルタイムが数秒ないし数十分であり、か
つ硬化後長期的に数ton/m2以上の圧縮強度を発現する、
セメント、起泡剤、水ガラスよりなる急結剤及び水を主
剤とする急結性軽量材料を軟弱地盤上に撒き出して軽量
基盤を形成し、その上に空き瓶、発泡スチロール等の多
数の軽量片を載せ、さらにそれらを包埋するごとく、上
記急結性軽量材料又は硬化性材料を撒き出して打設する
ことを特徴とする軟弱地盤上打設軽量地盤の構築方法。
4. A gel time of several seconds to several tens of minutes, and develops a compressive strength of several tons / m 2 or more for a long time after curing.
A quick setting agent consisting of cement, a foaming agent, water glass and a quick setting light material mainly composed of water are scattered on soft ground to form a light base, and a large number of light containers such as empty bottles and styrofoam are formed thereon. A method of constructing a light-weight ground to be cast on soft ground, wherein the quick-setting light-weight material or the hardening material is scattered and placed so that pieces are placed and further embedded therein.
【請求項5】ゲルタイムが数秒ないし数十分であり、か
つ硬化後長期的に数ton/m2以上の圧縮強度を発現する急
結性軽量材料を軟弱地盤上に撒き出して断面凹形の型枠
体を軟弱地盤上に浮揚・形成し、次いでその中に中詰め
材を充填・打設することを特徴とする軟弱地盤上打設軽
量地盤の構築方法。
5. A quick-setting light-weight material having a gel time of several seconds to several tens of minutes and exhibiting a compressive strength of several tons / m 2 or more for a long time after curing is scattered on soft ground to form a concave section. A method of constructing a lightweight ground to be cast on soft ground, characterized by floating and forming a formwork body on soft ground, and then filling and setting a filling material therein.
【請求項6】ゲルタイムが数秒ないし数十分であり、か
つ硬化後長期的に数ton/m2以上の圧縮強度を発現する、
セメント、起泡剤、水ガラスよりなる急結剤及び水を主
剤とする急結性軽量材料を軟弱地盤上に撒き出して断面
凹形の型枠体を軟弱地盤上に浮揚・形成し、次いでその
中に中詰め材を充填・打設することを特徴とする軟弱地
盤上打設軽量地盤の構築方法。
6. The gel time is several seconds to several tens of minutes, and a compressive strength of several tons / m 2 or more is exhibited for a long time after curing.
Cement, foaming agent, quick-setting agent consisting of water glass and quick-setting lightweight material mainly composed of water are scattered on soft ground to form and form a concave-shaped form body on soft ground, and then A method for constructing a lightweight ground to be cast on soft ground, characterized by filling and placing a filling material therein.
JP2222551A 1990-08-27 1990-08-27 Lightweight ground to be cast on soft ground and construction method thereof Expired - Fee Related JP3007940B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2222551A JP3007940B2 (en) 1990-08-27 1990-08-27 Lightweight ground to be cast on soft ground and construction method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2222551A JP3007940B2 (en) 1990-08-27 1990-08-27 Lightweight ground to be cast on soft ground and construction method thereof

Publications (2)

Publication Number Publication Date
JPH04106218A JPH04106218A (en) 1992-04-08
JP3007940B2 true JP3007940B2 (en) 2000-02-14

Family

ID=16784222

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2222551A Expired - Fee Related JP3007940B2 (en) 1990-08-27 1990-08-27 Lightweight ground to be cast on soft ground and construction method thereof

Country Status (1)

Country Link
JP (1) JP3007940B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2774416B2 (en) * 1992-07-15 1998-07-09 株式会社さとうベネック Lightweight embankment method
CN107805987A (en) * 2017-09-14 2018-03-16 中交第公路勘察设计研究院有限公司 The hassock layer Foam lightweight soil road structure and construction method in deep soft foundation section
JP7486804B2 (en) * 2019-09-10 2024-05-20 日本植生株式会社 How to install water-curing civil engineering sheets

Also Published As

Publication number Publication date
JPH04106218A (en) 1992-04-08

Similar Documents

Publication Publication Date Title
CN101343871B (en) Composite pile with high permanent stability protection layer and its production and construction method
WO2017185817A1 (en) Construction method for on-site mixing cement-soil pile overground
KR100699430B1 (en) The foundation improvement method of construction using high-pressure grout material injection equipment and this
JP3144321B2 (en) Fluidization method
CN1422826A (en) Bubble mixed light clay and method for preparing the same
CN108914734A (en) High tensile pervious concrete sandwich structure and preparation method
JP3007940B2 (en) Lightweight ground to be cast on soft ground and construction method thereof
KR100272950B1 (en) Method of forming water-resist wall of rubbish buried place
JPH0452327A (en) Stabilized soil and construction method using this soil
EP0541998A1 (en) Refilling material and refilling method
JPH0571730B2 (en)
JP2847148B2 (en) Submerged floating ground and construction method
JPH0528285B2 (en)
JPH0462231A (en) Concrete structure placed on soft ground, and its constructing method
JP2847145B2 (en) Water casting structure and construction method thereof
JP2847146B2 (en) Water casting structure and construction method thereof
JP3230147B2 (en) Fluidized soil construction structure and its construction method
JP3028120B2 (en) Quick-setting material for casting floating structures
JPH071438A (en) Mixture of steel fiber and liquid for concretion and production of mixture and product of mixture in earth
KR102626820B1 (en) Ultra high strength shotcrete composition and construction method using the same
JPH01142117A (en) Light-weight banking work
JP3451110B2 (en) Waterproof lightweight foamed cured product
JP2849924B2 (en) Crushing method of excess concrete of cast-in-place concrete pile
JPH083183B2 (en) Retaining wall construction method using artificial lightweight soil
JPH10140155A (en) Flowable refilling material and its production

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees