JPH07103549B2 - Construction method and equipment for laying sand on soft ground - Google Patents

Construction method and equipment for laying sand on soft ground

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Publication number
JPH07103549B2
JPH07103549B2 JP63124369A JP12436988A JPH07103549B2 JP H07103549 B2 JPH07103549 B2 JP H07103549B2 JP 63124369 A JP63124369 A JP 63124369A JP 12436988 A JP12436988 A JP 12436988A JP H07103549 B2 JPH07103549 B2 JP H07103549B2
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JP
Japan
Prior art keywords
sand
pipe
blower
air
soft ground
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 - Lifetime
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JP63124369A
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Japanese (ja)
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JPH01295911A (en
Inventor
敏生 矢野
Original Assignee
敏生 矢野
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Application filed by 敏生 矢野 filed Critical 敏生 矢野
Priority to JP63124369A priority Critical patent/JPH07103549B2/en
Publication of JPH01295911A publication Critical patent/JPH01295911A/en
Publication of JPH07103549B2 publication Critical patent/JPH07103549B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】 「産業上の利用分野」 本発明は浚滯盛土による粘土質の軟弱な地盤上に敷砂す
る工法と、その工法で用いる装置に関する。
DETAILED DESCRIPTION OF THE INVENTION "Industrial field of application" The present invention relates to a method for laying sand on a clayey soft ground by dredged embankment and an apparatus used in the method.

「従来の技術」 軟弱な地盤を補強する敷砂工法として以下のものがあ
る。
"Conventional technology" The following methods are used as a sand laying method for reinforcing soft ground.

(1)泥土硬化剤(デハイドロンやセメント、石灰等の
混練)により地盤表土を硬化させてから敷砂を施工する
工法。
(1) A construction method in which the ground surface soil is hardened with a mud hardening agent (kneading of dehydron, cement, lime, etc.) and then sand is applied.

(2)ネツト、シート等を施工区域全面に張り、それを
周囲で固定し、ロープ等で補強するなど局部的な崩壊を
防止してから敷砂を施工し、施工後に通行できるように
する表層処理工法。
(2) A surface layer where nets, sheets, etc. are stretched over the entire construction area, fixed around it, and reinforced with ropes, etc. to prevent local collapse, and then be constructed with sand so that it can pass after construction. Processing method.

(3)付近の海上に停船してバージ等からポンプ船によ
り、また砂ポケツトからはサンドポンプで陸上に敷設さ
れた送砂管を通して海水とともに覆土(敷砂)区域内へ
砂を圧送する工法。この工法では送砂管の吐出口に散布
器を装着して砂を撤き散らしたり、送砂管の吐出口に小
口径管を連結して移動させながら均等に砂を散布する。
(3) A method in which sand is pumped from a barge or the like by a pump ship from a barge or by a sand pump from a sand pocket through a sand pipe that is laid on land, along with seawater, and into the cover soil (laying sand) area. In this method, a sand spreader is attached to the discharge port of the sand sending pipe to scatter sand, or a small diameter pipe is connected to the discharge port of the sand sending pipe to move the sand evenly.

(4)覆土区域の周囲に築堤して区域内に海水を張り、
放砂船を浮かべて全面的な砂の散布をする工法。
(4) Embankment around the soil cover area and fill the area with seawater,
This is a construction method in which a sand-blasting boat is floated and the entire sand is sprayed.

(5)覆土地盤の状況によつて直接に覆土区域内へダン
プトラツクで砂を陸上輸送し、ブルドーザ等で砂を捲き
出して散布する工法。
(5) Depending on the condition of the land cover, a method of transporting the sand directly into the soil cover area by dump truck, unwinding the sand with a bulldozer, etc. and spraying it.

「発明が解決しようとする課題」 (1)泥土硬化剤の使用のためには、設備が必要で工事
費が高くなり、局所的な施工に止まる。
"Problems to be solved by the invention" (1) Equipment is required for the use of a mud hardening agent, which results in high construction costs and local construction.

(2)ネツト・シート等を施工区域に張る工法は資材と
人手及び手間を要する。
(2) The method of putting nets and sheets in the construction area requires materials, manpower and labor.

(3)海水とともに砂を送砂管の吐出口から拡散する工
法は、地盤の状況によつては吐出口附近で砂の盛上がり
(拡散勾配1:30〜1:60位)ができる迄に、そこの軟弱な
地盤が砂の荷重に耐えられず、砂はめり込みを始め、表
層部分は側方移動をおこしたり、また地盤は急速に崩壊
して陥没し、それは周辺の地盤に波及して仕上がりかけ
た砂層も捲き込み、陥没した跡には再び表層の粘土が戻
り、送砂された砂が消失してしまう。また人の歩行もで
きない軟弱な地盤も、盛土施工からの時間経過や、その
間の滞水の排除、夏季における乾燥等によつて、表面は
ヒビ割れをおこし、深さ10cm〜30cm程度は硬化して歩行
が可能な状態となる。このような歩行可能な地盤へ送砂
管を通つて砂の体積の4倍を超える海水を砂とともに散
水すると、硬化していた表土を軟化し、ヒビ割れから浸
透した海水は砂層下部の粘土質地盤をゆるめ、剪断抵抗
を低下させ側方移動や陥没をおこし易くし、敷砂施工を
困難にする。
(3) The method of diffusing sand with the seawater from the discharge port of the sand pipe is, depending on the condition of the ground, until the sand rises near the discharge port (diffusion gradient 1:30 to 1:60). The soft ground there could not bear the load of sand, the sand began to slip in, the surface part moved laterally, and the ground collapsed and collapsed rapidly, and it spread to the surrounding ground and finished. The applied sand layer is also involved, and the clay in the surface layer returns to the place where it was depressed, and the sand that has been sent disappears. In addition, the soft ground that cannot be walked by people also cracks on the surface due to the passage of time from embankment construction, the elimination of water retention during that period, and the drying in summer, etc., and the surface is hardened to a depth of 10 cm to 30 cm. It becomes possible to walk. When seawater that exceeds 4 times the volume of sand is sprayed together with sand through a sand pipe to such a walkable ground, the hardened topsoil is softened, and the seawater that has penetrated from the cracks is clayey at the bottom of the sand layer. Loosen the ground, reduce shear resistance, make lateral movement and collapse easier, and make sand laying difficult.

(4)築堤をし区域内に海水を張り放砂船を浮かべる工
法は、大規模な築堤工事を必要とし、また放砂船を区域
内へ搬入することを要する。
(4) The method of constructing a bank and filling the area with seawater and floating a sand-breaking ship requires a large-scale banking work, and also requires carrying the sand-breaking ship into the area.

(5)ダンプトラツクで陸上輸送し、ブルドーザ等で捲
き出す工法は、ダンプトラツクが通行できない軟弱な地
盤区域では通用せず、また小規模な工事に止まる。
(5) The method of transporting by land with a dump truck and unwinding with a bulldozer, etc. does not work in the soft ground area where the dump truck cannot pass, and it is a small-scale construction.

「課題を解決するための手段」 送砂機に投入する砂を、送砂機本体の下部に設けた砂の
落下管と連通する送砂管ヘメインブロワから送り込む圧
力空気により送砂して覆土区域へ散布する工法であり、
筒状の送砂機本体の下部を漏斗状に絞つて砂の落下管を
設けるとともに、砂と空気の流通量を調整できるダンパ
を砂の落下管に設け、砂の落下管と連通し、かつ、送砂
機本体から突出する送砂管の末端にメインブロワを連結
し、送気管と砂の落下管の連結位置と、送砂管のメイン
ブロワ連結位置との中間に下部送気管の一端を連通し、
他端をサブブロワに連結し、サブブロワに上部送気管を
連結するとともに上部送気管を送砂機本体内へ臨ませ、
送砂機本体の下部内壁面にバイブレータを設け、かつ、
送砂機本体内と外気に連通する空気抜き管を設けた装置
によつて軟弱地盤に砂の落下圧や振動を与えずに、また
水による地盤の軟弱化もなく空気により砂を均等に散布
することを目的とする。
"Means for solving the problem" The sand to be thrown into the sand blower is sent to the sand blower pipe that is in communication with the sand drop pipe provided at the bottom of the sand blower main unit. Is a method of spraying,
The lower part of the cylindrical sand blower body is squeezed into a funnel shape to provide a sand drop pipe, and a damper that can adjust the flow rate of sand and air is provided on the sand drop pipe to communicate with the sand drop pipe. , The main blower is connected to the end of the sand sending pipe protruding from the sand sending machine main body, and one end of the lower air sending pipe is placed between the connecting position of the air sending pipe and the sand dropping pipe and the main blower connecting position of the sand sending pipe. Communication,
Connect the other end to the sub blower, connect the upper blower pipe to the sub blower, and let the upper blower pipe face the inside of the sand blower main body.
A vibrator is provided on the lower inner wall surface of the sand blower main body, and
A device equipped with an air vent pipe that communicates with the inside of the sand blower body to the outside air does not apply drop pressure or vibration of sand to soft ground, and evenly distributes sand with air without weakening the ground with water. The purpose is to

「作用」 バージ、ガツト船等により海上輸送された砂を陸揚げ
し、覆土区域までダンプトラツクにより陸上輸送し、覆
土区域を囲んで設けた築堤付近に分散して仮置きする。
築堤上に送砂機を設置し仮設の砂ホツパを設け、仮置き
の砂をシヨベルカーにより砂ホツパに投入し、更に砂を
送砂機へ投入する。このとき砂の落下管はダンパで閉塞
されている。メインブロワの始動により送砂管内を空気
が流れ、砂の落下管のダンパ下方が加圧される。
[Operation] Sand transported by barge, gut boat, etc. is unloaded, and is transported to the soil cover area by dump truck. It is dispersed and temporarily placed near the embankment surrounding the soil cover area.
A sand blower is installed on the embankment and a temporary sand hopper is installed. Temporary sand is put into the sand hopper by a shovel car, and then the sand is thrown into the sand blower. At this time, the sand drop tube is blocked by a damper. When the main blower is started, air flows through the sand pipe, and the lower part of the damper of the sand drop pipe is pressurized.

次いでサブブロワを始動すると上部送気管から送砂機本
体内へ空気が流れ、空気は送砂機本体内の砂のなかへ充
満していくが、空気抜き管によつて過剰の空気が外部へ
放気される。砂の落下管内の空気圧より上部送気管内の
空気圧が高いことを空気圧ゲージで読み取つてからダン
パを徐々に開けると、空気の流れは上部送気管の先端か
ら砂の落下管へ流れて、砂とともに送砂管へ流れ、砂を
その吐出口から吹き飛ばし敷砂するのであり、バイブレ
ータを作動させて、送砂機本体内の砂に振動を与える。
Next, when the sub-blower is started, air flows from the upper air supply pipe into the sand blower main unit, and the air fills the sand inside the sand blower main unit, but excess air is discharged to the outside by the air vent pipe. To be done. When the air pressure gauge reads that the air pressure in the upper air pipe is higher than the air pressure in the sand drop pipe, the damper is gradually opened, and the air flow flows from the tip of the upper air pipe to the sand drop pipe, and with the sand. The sand flows into the sand transfer pipe, blows the sand out of the discharge port, and spreads the sand. The vibrator is activated to vibrate the sand inside the sand transfer machine.

「実施例」 本発明に係る装置の実施例を第1図及び第2図によつて
説明すると、筒状の送砂機本体(1)の下部を漏斗状に
絞つて砂の落下管(1a)に形成する。砂の落下管(1a)
の首部にダンパ(2)を開閉自在に設けてラツク面(2
a)と噛み合つてダンパ(2)を進退させるピニオンギ
ヤ(3)を支持台(4)に軸支し、ピニオンギヤ(3)
にハンドル(5)を装着して手動でダンパ(2)を進退
させる。砂の落下管(1a)と連通し、かつ、送砂機本体
(1)から突出する送砂管(6)の末端にメインブロワ
(7)を連結する。送砂管(6)の先端にはソケツト部
(6a)を形成して他の送砂管(6)を順次に継ぎ足して
いくのであり、他の送砂管(6)をフレキシブルに形成
すると任意の方向へ敷砂できる。また送砂管(6)とメ
インブロワ(7)の連結個所の付近において送砂管
(6)内に砂がメインブロワ(7)へ逆流するのを防止
する逆止弁(8)を設ける。送砂管(6)とメインブロ
ワ(7)の連結個所と、送砂管(6)と砂の落下管(1
a)の連結個所との中間位置において、送砂管(6)に
下部送気管(9)を連通させ、下部送気管(9)の上端
をサブブロワ(10)に連結し、上部送気管(11)をサブ
ブロワ(10)に連結するとともに他端を送砂機本体
(1)の頂部から本体内へ垂下させて臨ませ、かつ、下
端に噴気口(11a)を形成する。送砂機本体(1)の漏
斗状に形成した下部の内壁面に振動板(12a)と振動棒
(12b)とからなるバイブレータ(12)を取り付け、ま
た送砂機本体(1)の内部にリング状の空気抜き管(1
3)を支持杆(14)・・で横方向に固定し、空気抜き管
(13)に数個の通孔(13a)・・を穿設してメツシユ(1
3b)を張り付けて空気抜き管(13)のなかへ砂が侵入し
ないようにし、更に管から立上がり部(13c)を形成
し、立上がり部(13c)の先端を送砂機本体(1)の外
へ突出させる。図中、(1b)は砂の投入口、(1c)は砂
受板、(15)は砂ホツパ、(16)は電源、(17)は空気
圧ゲージである。
[Embodiment] An embodiment of the device according to the present invention will be described with reference to FIGS. 1 and 2. A sand dropping pipe (1a) is formed by squeezing the lower portion of a cylindrical sand feeder body (1) into a funnel shape. ) To form. Sand drop tube (1a)
A damper (2) is installed on the neck of the
A pinion gear (3) that meshes with a) to move the damper (2) forward and backward is pivotally supported on the support base (4), and the pinion gear (3)
Attach the handle (5) to and manually move the damper (2) back and forth. A main blower (7) is connected to the end of the sand transfer pipe (6) which communicates with the sand drop pipe (1a) and projects from the sand transfer machine body (1). Since the socket part (6a) is formed at the tip of the sand transfer pipe (6) and the other sand transfer pipes (6) are sequentially added, it is optional to form the other sand transfer pipes (6) flexibly. Can be laid in the direction of. Further, a check valve (8) for preventing the sand from flowing back to the main blower (7) is provided in the sand sending pipe (6) in the vicinity of the connection point between the sand sending pipe (6) and the main blower (7). Connection part between sand transfer pipe (6) and main blower (7), sand transfer pipe (6) and sand drop pipe (1)
At the intermediate position with the connecting part of a), the lower air supply pipe (9) is connected to the sand transfer pipe (6), the upper end of the lower air supply pipe (9) is connected to the sub-blower (10), and the upper air supply pipe (11) is connected. ) Is connected to the sub-blower (10), the other end is hung from the top of the sand blower main body (1) to face the main body, and the fumarole (11a) is formed at the lower end. A vibrator (12) consisting of a vibrating plate (12a) and a vibrating rod (12b) is attached to the inner wall of the funnel-shaped lower part of the sand feeder main body (1), and inside the sand feeder main body (1). Ring-shaped air vent pipe (1
3) is laterally fixed with the support rods (14), and several through holes (13a) are bored in the air vent pipe (13) and the mesh (1
3b) is attached to prevent sand from entering the air vent pipe (13), and the rising part (13c) is formed from the pipe, and the tip of the rising part (13c) is placed outside the sand blower body (1). Make it protrude. In the figure, (1b) is a sand inlet, (1c) is a sand receiving plate, (15) is a sand hopper, (16) is a power source, and (17) is an air pressure gauge.

また本発明方法は、第3図及び第4図に示すように、バ
ージまたはガツト船(18)より海上輸送された砂(19)
を陸揚げし、覆土区域(20)までダンプトラツク(21)
により陸上輸送し、覆土区域(20)を囲んで設けた築堤
(22)の付近に分散して仮置きする。築堤(22)上に送
砂機本体(1)を設置し、仮設の砂ホツパ(15)を設
け、仮置きの砂(19)をシヨベルカー(23)により仮ホ
ツパ(15)に投入し、更に砂(19)を送砂機本体(1)
へ投入する。このとき砂の落下管(1a)はダンパ(2)
で閉塞されている。メインブロワ(7)の始動により送
砂管(6)内を空気が流れ、砂の落下管(1a)のダンパ
(2)より下方が加圧される。次いでサブブロワ(10)
を始動すると上部送気管(11)から送砂機本体(1)内
へ空気が流れ、空気は砂(19)のなかへ充満していく
が、空気抜き管(13)によつて過剰の空気が外部へ放気
される。砂の落下管(1a)内の空気圧より上部送気管
(11)内の空気圧が高いことを空気圧ゲージ(17)(1
7)で読み取つてからダンパ(2)を徐々に開けると、
空気の流れは上記送気管(11)の先端に設けた噴気口
(11a)から砂の落下管(1a)へ流れて、砂(19)とと
もに送砂管(6)へ流れ、砂(19)をその吐出口から送
砂し覆土区域(20)へ敷砂するのであり、送砂管(6)
に形成したソケツト部(6a)に他の送砂管(6)・・を
継ぎ足して遠方まで敷砂する。また送砂管(6)はフレ
キシブルに継ぎ足すことができるから、首振り動作によ
つて広範囲にわたり敷砂する。送砂する空気の含砂率は
10%〜15%が最適であるが、砂の含水比や送砂距離によ
つて若干異なることがある。送砂機本体(1)内に設け
たバイブレータ(12)を適宜に作動させるとスムーズに
砂(19)が砂の落下管(1a)内へ流動し本体内で堆積し
流通不能となることがない。また砂の落下管(1a)から
落ちてくる砂(19)は下部送気管(9)からの送気によ
つてメインブロワ(7)へ逆流しない。図中(24)は水
切り板である。
The method of the present invention, as shown in FIGS. 3 and 4, is sand (19) transported by sea from a barge or gut ship (18).
Landing and dumping truck (21) to the soil cover area (20)
It will be transported by land and distributed and temporarily placed near the embankment (22) that surrounds the soil cover area (20). The sand blower main body (1) is installed on the embankment (22), the temporary sand hopper (15) is installed, and the temporarily placed sand (19) is thrown into the temporary hopper (15) by the shovel car (23). Sand (19) sand feeder body (1)
Throw in. At this time, the sand drop tube (1a) is replaced by the damper (2)
Is blocked by. When the main blower (7) is started, air flows in the sand transfer pipe (6), and the lower part of the damper (2) of the sand drop pipe (1a) is pressurized. Sub Blower (10)
When air is started, air flows from the upper air supply pipe (11) into the sand blower main body (1), and the air fills the sand (19), but excess air is generated by the air vent pipe (13). It is released to the outside. The air pressure gauge (17) (1) indicates that the air pressure in the upper air supply pipe (11) is higher than the air pressure in the sand drop pipe (1a).
After reading with 7), open the damper (2) gradually,
The flow of air flows from the fumarole (11a) provided at the tip of the air supply pipe (11) to the sand drop pipe (1a), and together with the sand (19) to the sand supply pipe (6), the sand (19). Sand from the discharge port and spreads sand to the soil cover area (20).
Other sand transfer pipes (6) ... are added to the socket part (6a) formed in step 2 and the sand is spread to a distant place. Further, since the sand pipe (6) can be flexibly replenished, the sand can be spread over a wide area by the swinging motion. The sand content of the air to be sent is
The optimum value is 10% to 15%, but it may vary slightly depending on the water content of sand and the sand feeding distance. If the vibrator (12) provided in the sand blower main body (1) is appropriately operated, the sand (19) may smoothly flow into the sand drop pipe (1a) and be accumulated in the main body to become unflowable. Absent. Further, the sand (19) falling from the sand drop pipe (1a) does not flow back to the main blower (7) by the air supply from the lower air supply pipe (9). (24) in the figure is a draining plate.

「発明の効果」 本発明はこのようにして成り、空気によつて砂を散布す
るので地盤に落下圧や振動を与えず、また水による軟弱
化もなく、また地盤の割れ目に砂が詰まるため地盤が安
定して側方移動することを防止する。砂の配送は軽量の
塩ビ管を使用するから扱い易く、また管の接続と切離し
操作が容易なため配管を迅速かつ、簡単に行なうことが
できる。また管の延長が容易なため、覆土区域内の全面
に均等に砂を散布でき、砂厚を確認できるため砂のめり
込みや、陥没を防ぐことができる。空気による送砂のた
め覆土区域内の排水経路や放水口などを特に設ける必要
がなく、どの位置からも送砂散布でき、送砂機を多数設
置することにより工期を著しく短縮できる。また送砂機
自体は構造が堅牢で耐久性に富むとともに作動は確実で
故障絶無であり、しかも製造容易なものである。
[Advantages of the Invention] The present invention is thus formed, and since the sand is sprayed by the air, the ground is not subjected to a drop pressure or vibration, and is not softened by water, and the ground is clogged with sand. Prevent the ground from moving laterally stably. The distribution of sand is easy because it uses a lightweight PVC pipe, and the pipes can be connected and disconnected easily, so that the piping can be performed quickly and easily. In addition, since the pipe can be easily extended, sand can be evenly distributed over the entire surface of the soil cover area, and the sand thickness can be confirmed, so that sand can be prevented from sinking into or sinking. Since sand is sent by air, it is not necessary to provide a drainage route or a water outlet in the soil cover area, sand can be sprayed from any position, and the construction period can be significantly shortened by installing multiple sand blowers. Further, the sand blower itself has a robust structure and is rich in durability, reliable operation, no failure, and easy to manufacture.

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

第1図は本発明に係る装置の実施例を示す縦断正面図、
第2図は第1図におけるA矢視図、第3図は本発明方法
の実施状態を示す正面図、第4図は同平面図である。 (1)……送砂機本体、(1a)……砂の落下管 (1b)……砂の投入口、(2)……ダンパ、(6)……
送砂管 (7)……メインブロワ、(9)……下部送気管 (10)……サブブロワ、(11)……上部送気管 (12)……バイブレータ、(13)……空気抜き管
FIG. 1 is a vertical sectional front view showing an embodiment of an apparatus according to the present invention,
FIG. 2 is a view on arrow A in FIG. 1, FIG. 3 is a front view showing an embodiment of the method of the present invention, and FIG. 4 is a plan view of the same. (1) …… Sand blower body, (1a) …… Sand drop tube (1b) …… Sand inlet, (2) …… Damper, (6) ……
Sand blower (7) …… Main blower, (9) …… Lower blower pipe (10) …… Sub blower, (11) …… Upper blower pipe (12) …… Vibrator, (13) …… Air vent pipe

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】送砂機に投入する砂を、送砂機本体の下部
に設けた砂の落下管と連通する送砂管へメインブロワか
ら送り込む圧力空気により送砂して覆土区域へ散布する
軟弱地盤上に敷砂する工法。
1. The sand to be thrown into the sand blower is sent by the pressure air sent from the main blower to the sand blow pipe communicating with the drop pipe of the sand provided at the bottom of the sand blower main body, and is sprayed to the soil covering area. A method of laying sand on soft ground.
【請求項2】筒状の送砂機本体の下部を漏斗状に絞って
砂の落下管を設けるとともに砂と空気の流通量を調整で
きるダンパを砂の落下管に設け、砂の落下管と連通し、
かつ、送砂機本体から突出する送砂管の末端にメインブ
ロワを連結し、サブブロワに上部送気管を連結して砂の
落下管の直上に臨ませ、送砂機本体には外気に連通する
空気抜きと、砂の投入口を設けて成る軟弱地盤上に敷砂
する装置。
2. A sand dropping pipe is provided by squeezing a lower portion of a cylindrical sand blower body into a funnel shape, and a damper capable of adjusting a flow rate of sand and air is provided in the sand dropping pipe. Communication,
In addition, connect the main blower to the end of the sand sending pipe protruding from the sand sending machine main body, connect the upper air sending pipe to the sub blower so that it faces directly above the sand dropping pipe, and communicate with the outside air to the sand sending machine main body. A device for laying sand on soft ground that has an air vent and a sand inlet.
【請求項3】送砂機本体の下部内壁面にバイブレータを
設けて成る請求項(2)記載の軟弱地盤上に敷砂する装
置。
3. The apparatus for laying sand on soft ground according to claim 2, wherein a vibrator is provided on the lower inner wall surface of the sand blower main body.
【請求項4】送砂管には砂の落下管の連結位置と、メイ
ンブロワの連結位置との中間において、サブブロワにわ
たる送気管を連通して成る請求項(2)または請求項
(3)記載の軟弱地盤上に敷砂する装置。
4. The sand sending pipe is formed by connecting an air sending pipe extending over the sub blower between the sand dropping pipe connecting position and the main blower connecting position. Equipment for laying sand on the soft ground of.
JP63124369A 1988-05-20 1988-05-20 Construction method and equipment for laying sand on soft ground Expired - Lifetime JPH07103549B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63124369A JPH07103549B2 (en) 1988-05-20 1988-05-20 Construction method and equipment for laying sand on soft ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63124369A JPH07103549B2 (en) 1988-05-20 1988-05-20 Construction method and equipment for laying sand on soft ground

Publications (2)

Publication Number Publication Date
JPH01295911A JPH01295911A (en) 1989-11-29
JPH07103549B2 true JPH07103549B2 (en) 1995-11-08

Family

ID=14883695

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63124369A Expired - Lifetime JPH07103549B2 (en) 1988-05-20 1988-05-20 Construction method and equipment for laying sand on soft ground

Country Status (1)

Country Link
JP (1) JPH07103549B2 (en)

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5450115A (en) * 1977-09-28 1979-04-19 Toa Kouhatsu Kk Method of construction of covering soft ground with soil
JPS61162625A (en) * 1985-01-09 1986-07-23 Kobe Steel Ltd Improving material feed control device for ground improving machine
JPS6335914A (en) * 1986-07-30 1988-02-16 Nitto Techno Group:Kk Transportation of ground improving agent
JPH0651969B2 (en) * 1986-08-27 1994-07-06 株式会社熊谷組 Grouting device

Also Published As

Publication number Publication date
JPH01295911A (en) 1989-11-29

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