JP2000186320A - Surface treatment method for soft ground - Google Patents
Surface treatment method for soft groundInfo
- Publication number
- JP2000186320A JP2000186320A JP10362449A JP36244998A JP2000186320A JP 2000186320 A JP2000186320 A JP 2000186320A JP 10362449 A JP10362449 A JP 10362449A JP 36244998 A JP36244998 A JP 36244998A JP 2000186320 A JP2000186320 A JP 2000186320A
- Authority
- JP
- Japan
- Prior art keywords
- mud
- net
- soft
- soft ground
- surface treatment
- 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
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、軟弱地盤の表面処
理工法、特に固化泥土を用いた軟弱地盤の表面処理工法
に関する。The present invention relates to a surface treatment method for soft ground, and more particularly to a surface treatment method for soft ground using solidified mud.
【0002】[0002]
【従来の技術】埋立地に多く見られる軟弱地盤を土地と
して有効に利用するためには、強固な地盤に改良するこ
とが必要となる。2. Description of the Related Art In order to effectively use soft ground often found in landfills as land, it is necessary to upgrade the ground to a solid ground.
【0003】このような改良に先立ち、重機械等の搬入
を可能とするための基盤を造成することが要求される。Prior to such an improvement, it is required to build a base for enabling a heavy machine or the like to be carried in.
【0004】このような要求に答える工法として、軟弱
地盤上に、適度な剛性があり網目構造のネット(樹脂ネ
ットあるいは繊維ネット)を敷設し、覆土地盤を造成す
る工法がある。As a construction method that meets such a demand, there is a construction method in which a net (resin net or fiber net) having a moderate rigidity and a mesh structure is laid on soft ground to form a covered ground.
【0005】図1は、このような工法により施工された
基盤の断面を示す。軟弱地盤10上にネット12を人力
または機械により敷設し、その上に砂質土を直まき方式
または水搬方式により撒きだしている。FIG. 1 shows a cross section of a base constructed by such a method. A net 12 is laid on the soft ground 10 by manpower or a machine, and sandy soil is sprinkled on the net 12 by a direct drilling method or a water transport method.
【0006】[0006]
【発明が解決しようとする課題】上述した従来の工法で
は、ネット上に砂質土を撒きだすために、砂質土が埋立
地の近くにない場合には、遠方より運んでこなければな
らない、また重機械の重量に耐え得るためには砂質土の
撒きだし厚さを厚くしなければならない。したがってコ
ストが高くなるという経済上の問題があった。In the above-mentioned conventional method, since the sandy soil is scattered on the net, when the sandy soil is not near the landfill, the sandy soil must be carried from a distant place. In order to withstand the weight of heavy machinery, the thickness of the sandy soil must be increased. Therefore, there was an economic problem that the cost was high.
【0007】そこで本発明の目的は、埋立地の近くで浚
渫等により採取した軟泥土や埋立地で採取した軟泥土を
利用した軟弱地盤の表面処理工法を提供することにあ
る。An object of the present invention is to provide a surface treatment method for soft ground using soft mud collected near a landfill by dredging or the like or soft mud collected at a landfill.
【0008】[0008]
【課題を解決するための手段】本発明の軟弱地盤の表面
処理工法は、重機械等の搬入が困難な軟弱埋立地等にお
いて、現地軟泥土を採取し、管内混合固化処理工法で、
あらかじめネット敷設した埋立地内の目的区域(軟弱地
盤)へ管路にて圧送し散布するものであり、現地軟泥土
を活用して軟弱泥土上に固化地盤を形成するという、固
化地盤の形成工法に関するものである。Means for Solving the Problems The surface treatment method for soft ground according to the present invention is based on a method of collecting on-site soft mud in a soft landfill where it is difficult to carry in heavy machinery, etc., and mixing and solidifying in a pipe.
This is a method for forming a solidified ground by using a local soft mud to form a solidified ground by using a local soft mud to spread the water by spraying it to a target area (soft ground) in a landfill where a net has been laid in advance. Things.
【0009】本発明の軟弱地盤の表面処理工法によれ
ば、軟弱埋立地等の表層の改良に、現地泥を利用するの
で経済性に優れ、かつ均質な固化地盤の形成が可能とな
る。According to the surface treatment method of the soft ground of the present invention, since the local mud is used for the improvement of the surface layer of the soft landfill, etc., it is possible to form the solidified ground which is excellent in economy and uniform.
【0010】[0010]
【発明の実施の形態】図2は、本発明の軟弱地盤の表面
処理工法を説明するための図である。図2の部分A,
B,Cの詳細図を図3,図4,図5に示している。FIG. 2 is a view for explaining a surface treatment method for soft ground according to the present invention. Part A of FIG.
Detailed views of B and C are shown in FIGS.
【0011】以下に工法の施工手順を追って説明する。 (1)スクリューコンベヤ,モーノポンプ等(図3の例
では、モーノポンプ20)で現地の軟弱泥土22を採取
し、空気圧送管路24に付属の固化材注入装置26(セ
メント,石灰等をスラリーまたは粉体投入する),管内
混練装置28を含めた管内混合固化処理工法で、固化材
混合泥土を空気圧縮機29からの圧縮空気により目的地
に圧送する。The construction procedure of the construction method will be described below. (1) The soft mud 22 at the site is sampled by a screw conveyor, a mono pump, etc. (the mono pump 20 in the example of FIG. 3), and a solidifying material injection device 26 (cement, lime, etc. is slurried or powdered) attached to the air pressure pipeline 24. The solidified mixed mud is conveyed to the destination by compressed air from the air compressor 29 by the in-pipe mixing and solidifying method including the in-pipe kneading device 28.
【0012】スクリューコンベヤ,モーノポンプ等は、
図3に示すように、これらが横方向に移動できる構造と
した軽量の台船30等に搭載し、台船自体は対岸からウ
インチ32で牽引し移動する。 (2)固化材混合泥土の散布に先立ち、散布目的地では
全面積に渡って網目寸法が5〜30mmのネット34を
軟弱地盤10上に敷設しておく。ネットは、例えばポリ
エステルまたはポリエチレン製とし、人力敷設する。ネ
ットは、このような樹脂ネットのみならず、繊維ネット
を用いることができる。The screw conveyor, the MONO pump, etc.
As shown in FIG. 3, these are mounted on a lightweight barge 30 or the like having a structure capable of moving in the lateral direction, and the barge itself is towed from the opposite shore by a winch 32 and moved. (2) Prior to spraying the solidified-material mixed mud, a net 34 having a mesh size of 5 to 30 mm is laid on the soft ground 10 over the entire area at the spraying destination. The net is made of, for example, polyester or polyethylene, and is laid manually. As the net, not only such a resin net but also a fiber net can be used.
【0013】このとき、泥土表面と敷設ネット間に空隙
を設ける必要から、図4に示すように、ウレタンまたは
発泡スチロール製スペーサ36を、敷設時に適当間隔で
配備する。 (3)圧送されてきた固化材混合泥土38を、図5に示
すように圧送管路24の先端の散布口を左右に揺動させ
ながらネット34上に散布する。スペーサ36により形
成される、泥土表面とネットとの間の空隙に固化材混合
泥土が入り込み、散布泥土の下層部にネット34が包み
込まれた状態となる。 (4)圧送管24は、軽量な塩ビ管製として固化材混合
泥土の散布完了地盤上に敷設し、人力等で順次延長して
計画面積を完了させる。At this time, since it is necessary to provide a gap between the mud surface and the laying net, as shown in FIG. 4, spacers 36 made of urethane or styrofoam are provided at appropriate intervals when laying. (3) The solidified-material-mixed mud 38 that has been pressure-fed is sprayed on the net 34 while swinging the spray port at the tip of the pressure-feeding pipeline 24 right and left as shown in FIG. The solidified-material-mixed mud enters the gap formed between the mud surface and the net formed by the spacer 36, and the net 34 is wrapped in the lower part of the scattered mud. (4) The pressure feed pipe 24 is made of a lightweight PVC pipe, is laid on the ground where dispersion of the solidified material mixed mud is completed, and is sequentially extended by manpower or the like to complete the planned area.
【0014】[0014]
【発明の効果】本発明の軟弱地盤の表面処理工法には、
次の利点がある。 (1)均一層厚に散布された固化材混合泥土は、下層部
にネットを包み込んだ状態で固化するので、強度のある
地盤ができる。 (2)固化泥土層上に重機等が走行する場合、固化泥土
層とネットの張力が相互に作用するため、高い支持力が
得られ重機走行が可能となる。 (3)埋立地近くの軟泥土を採取して利用するので、軟
泥土をリサイクルできると共に、従来の砂質土のように
遠方より運んでくる必要がないので、工法のコストが低
減できる。 (4)固化泥土の単位体積重量は、砂質土よりも小さい
ため軟弱地盤上に砂質土を撒出す場合よりも安全に散布
することができる。The surface treatment method for soft ground according to the present invention includes:
There are the following advantages. (1) Since the solidified-material-mixed mud sprayed with a uniform thickness is solidified while wrapping the net in the lower layer, a strong ground is formed. (2) When a heavy machine or the like travels on the solidified mud layer, the tension of the solidified mud layer and the net interact with each other, so that a high supporting force is obtained and heavy machine traveling becomes possible. (3) Since the soft mud near the landfill is collected and used, the soft mud can be recycled, and it is not necessary to carry the soft mud from a remote place unlike the conventional sandy soil, so that the cost of the construction method can be reduced. (4) Since the unit weight of the solidified mud is smaller than that of sandy soil, it can be sprayed more safely than when sandy soil is scattered on soft ground.
【図1】従来の工法により施工された基盤の断面を示す
図である。FIG. 1 is a view showing a cross section of a base constructed by a conventional method.
【図2】本発明の軟弱地盤の表面処理工法を説明するた
めの図である。FIG. 2 is a view for explaining a surface treatment method for soft ground according to the present invention.
【図3】揚泥採取の部分の詳細図である。FIG. 3 is a detailed view of a part for collecting mud;
【図4】ネットの敷設を説明するための図である。FIG. 4 is a diagram for explaining laying of a net.
【図5】固化材混合泥土の状態を示す図である。FIG. 5 is a diagram showing a state of a solidified-material mixed mud.
10 軟弱地盤 12,34 ネット 22 軟弱泥土 24 空気圧送管路 26 固化材混合泥土 28 管路内混練装置 29 空気圧縮機 30 台船 32 ウインチ 36 スペーサ 38 固化材混合泥土 DESCRIPTION OF SYMBOLS 10 Soft ground 12,34 Net 22 Soft mud 24 Pneumatic feeding line 26 Solidified mixed mud 28 Pipe kneading device 29 Air compressor 30 Barge 32 Winch 36 Spacer 38 Solidified mixed mud
───────────────────────────────────────────────────── フロントページの続き (72)発明者 北澤 賢次 東京都港区北青山一丁目2番3号 佐伯建 設工業株式会社内 (72)発明者 西畑 宏 東京都港区北青山一丁目2番3号 佐伯建 設工業株式会社内 Fターム(参考) 2D043 CA08 DD01 ──────────────────────────────────────────────────続 き Continued on front page (72) Inventor Kenji Kitazawa 1-3-2 Kitaaoyama, Minato-ku, Tokyo Saeki Construction Industry Co., Ltd. (72) Inventor Hiroshi Nishihata 1-2-3 Kitaaoyama, Minato-ku, Tokyo F-term in Saeki Construction Industry Co., Ltd. (reference) 2D043 CA08 DD01
Claims (5)
または繊維ネットを敷設し、その上に固化材が混練した
泥土を散布することにより、散布泥土の下層部に樹脂ま
たは繊維ネットが包み込まれた状態で固化地盤が形成さ
れることを特徴とする軟弱地盤の表面処理工法。1. A resin or fiber net is laid at a predetermined interval from the surface of the soft ground, and a mud mixed with a solidifying material is sprayed on the resin or fiber net, so that the resin or the fiber net is wrapped in the lower part of the sprayed mud. A surface treatment method for soft ground, characterized in that a solidified ground is formed in a wet state.
を前記軟弱地盤の表面から一定間隔を隔てて保持するこ
とを特徴とする請求項1記載の軟弱地盤の表面処理工
法。2. The soft ground surface treatment method according to claim 1, wherein said resin or fiber net is held at a predetermined distance from the surface of said soft ground by a spacer.
ロール製であることを特徴とする請求項2記載の軟弱地
盤の表面処理工法。3. The method of claim 2, wherein the spacer is made of urethane or styrene foam.
とを特徴とする請求項1〜3のいずれかに記載の軟弱地
盤の表面処理工法。4. The method for surface treatment of soft ground according to claim 1, wherein the kneading of the solidified material is performed by an in-pipe kneading device.
ることを特徴とする請求項1〜4のいずれかに記載の軟
弱地盤の表面処理工法。5. The method for surface treatment of soft ground according to claim 1, wherein the mud is obtained by collecting mud at the site.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10362449A JP2000186320A (en) | 1998-12-21 | 1998-12-21 | Surface treatment method for soft ground |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10362449A JP2000186320A (en) | 1998-12-21 | 1998-12-21 | Surface treatment method for soft ground |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2000186320A true JP2000186320A (en) | 2000-07-04 |
Family
ID=18476883
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10362449A Pending JP2000186320A (en) | 1998-12-21 | 1998-12-21 | Surface treatment method for soft ground |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2000186320A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20020033676A (en) * | 2002-02-28 | 2002-05-07 | (주)케이씨지오컨설턴트 | Drain Method with Vacuum Pressure Using the Geotextile treated by Ceramic Solid Admixture |
CN112726333A (en) * | 2020-12-25 | 2021-04-30 | 浙江吉祥建设集团有限公司 | But quick equipment of laying of building cement thick liquid based on recovery type |
-
1998
- 1998-12-21 JP JP10362449A patent/JP2000186320A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20020033676A (en) * | 2002-02-28 | 2002-05-07 | (주)케이씨지오컨설턴트 | Drain Method with Vacuum Pressure Using the Geotextile treated by Ceramic Solid Admixture |
CN112726333A (en) * | 2020-12-25 | 2021-04-30 | 浙江吉祥建设集团有限公司 | But quick equipment of laying of building cement thick liquid based on recovery type |
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