JP2511067B2 - Underwater sand pile driving method - Google Patents

Underwater sand pile driving method

Info

Publication number
JP2511067B2
JP2511067B2 JP24418687A JP24418687A JP2511067B2 JP 2511067 B2 JP2511067 B2 JP 2511067B2 JP 24418687 A JP24418687 A JP 24418687A JP 24418687 A JP24418687 A JP 24418687A JP 2511067 B2 JP2511067 B2 JP 2511067B2
Authority
JP
Japan
Prior art keywords
sand
pile
water
bag
underwater
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
JP24418687A
Other languages
Japanese (ja)
Other versions
JPS6490312A (en
Inventor
祐三 北村
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries 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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP24418687A priority Critical patent/JP2511067B2/en
Publication of JPS6490312A publication Critical patent/JPS6490312A/en
Application granted granted Critical
Publication of JP2511067B2 publication Critical patent/JP2511067B2/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)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、海底などの水底の軟弱地盤中に砂杭を造成
して締固める水中砂杭打設工法に関するものである。
Description: TECHNICAL FIELD The present invention relates to an underwater sand pile driving method for constructing and compacting sand piles in soft ground such as the seabed.

(従来の技術) 従来の水中砂杭打設工法は、船体上のリーダの案内に
より振動杭打機を昇降し、振動杭打機の下側に配設され
た砂投入ホッパに、船体上から昇降される砂バケットで
砂を搬送して供給し、振動杭打機で下方に吊設した管状
杭を水底下の軟弱地盤中へ打込み、砂投入ホッパから砂
を管状杭中に投入し、管状杭先端から軟弱地盤中に砂を
抜出して振動で締固める振動式砂杭締固め工法(サンド
コンパクション工法)になっており、管状杭中への水流
入、砂の含水により砂の投下およびその締固めが困難に
なるため、該振動杭打機および砂投入用ホッパは水面上
で使用されている。
(Conventional technology) The conventional underwater sand pile driving method is to raise and lower the vibrating pile driver by the guidance of the leader on the hull, and to move it from the top of the hull to the sand loading hopper arranged under the vibrating pile driver. The sand bucket is moved up and down to supply the sand, and the tubular pile suspended by a vibrating pile driver is driven into the soft ground below the bottom of the water. It is a vibrating sand pile compaction method (sand compaction method) in which sand is extracted from the tip of the pile into soft ground and is compacted by vibration. Water inflows into the tubular piles, sand is dropped due to water content, and the sand is compacted. The vibrating pile driver and sand hopper are used on the surface of the water because they are difficult to harden.

(発明が解決しようとする問題点) 従来の前記水中砂杭打設工法は、振動杭打機および砂
投入用ホッパを水中に下降することができず、管状杭お
よび船体上のリーダの長さが、水底下の施工長に比べて
水深相当分だけ長くなり、機械が大型化され設備費が高
くなるとともに、近年のように水深の深い海上、空港近
辺の施工に際し、施工能率が低下するなどの問題点があ
る。
(Problems to be Solved by the Invention) In the conventional underwater sand pile driving method, the vibrating pile driving machine and the sand loading hopper cannot be lowered into the water, and the lengths of the tubular pile and the leader on the hull are long. However, compared to the construction length below the bottom of the water, the length of the construction is increased by the depth of water, the machine becomes larger and the equipment cost increases, and the construction efficiency decreases when construction is carried out on deep seas near the airport as in recent years. There is a problem.

振動杭打機および砂投入用ホッパを水中に配置する
と、水中の砂投入用ホッパへの砂供給が難しく実用化さ
れていない。
When the vibrating pile driver and sand hopper are placed underwater, it is difficult to supply sand to the sand hopper underwater and it has not been put to practical use.

水中で砂バケットから砂投入ホッパへ砂を供給する
と、砂投入ホッパ内に水が流入し砂の含水比が増加し、
砂が砂バケット内、砂投ホッパ内さらに管状杭内に付着
して、管状杭先端より砂を軟弱地盤中に振動で抜出して
振動締固めすることが困難となり、砂杭の品質が低下し
改良強度が問題となるなどの問題点がある。
When sand is supplied from the sand bucket to the sand input hopper in water, water flows into the sand input hopper and the water content ratio of sand increases.
Sand adheres to the inside of the sand bucket, sand hopper, and tubular pile, making it difficult to extract sand from the tip of the tubular pile into the soft ground by vibration and to compact it by vibration, improving the quality of the sand pile and improving it. There are problems such as strength being a problem.

(問題点の解決手段) 本発明は、前記のような実状に鑑みて開発された水中
砂杭打設工法であって、船体上のリーダの案内により昇
降される振動杭打機と、該振動杭打機の下側に配設され
管状杭中に砂を投入する砂投入ホッパと、船体上から昇
降され砂を搬送して前記砂投入ホッパへ供給する砂バケ
ットを具備し、水底の軟弱地盤中に砂杭を造成する振動
式砂杭締固め工法において、水中振動式杭打機を用い水
中に配置して作動するとともに、不透水性袋使用の砂袋
を前記砂バケットで搬送し水中の前記砂投入ホッパに供
給して同砂投入ホッパの砂受入口を上蓋で密閉したの
ち、砂投入ホッパにより前記砂袋を前記管状杭中へ投入
して砂杭を軟弱地盤中に造成することにより、不透水性
袋使用の砂袋にして水中の砂投入用ホッパへの砂供給と
ともに、水中振動式杭打機にして水中作動を可能にし、
施工操作性、能率とともに施工信頼性を向上させて前記
のような問題点を解消している。
(Means for Solving Problems) The present invention is an underwater sand pile driving method developed in view of the above situation, and a vibrating pile driving machine that is moved up and down by the guidance of a leader on a hull, and the vibration. Soft ground with a bottom of the pile, equipped with a sand hopper that is placed below the pile driver and that throws sand into the tubular pile, and a sand bucket that is moved up and down from the hull to convey the sand and supply the sand to the sand hopper. In the vibration type sand compaction method of constructing sand piles inside, while operating by placing it in water using an underwater vibration type pile driver, a sand bag using an impermeable bag is transported by the sand bucket and By supplying to the sand feeding hopper and sealing the sand receiving inlet of the sand feeding hopper with the upper lid, by throwing the sand bag into the tubular pile by the sand feeding hopper to create the sand pile in the soft ground. , Supply sand to the water input hopper for making sand bags using water-impermeable bags. Both of them are underwater vibration type pile driver, which enables underwater operation.
By improving the construction operability and efficiency as well as construction reliability, the above-mentioned problems are eliminated.

(作用) 水中振動式杭打機にして水中に配置し、該水中振動式
杭打機の下側に配設された水中の砂投入ホッパに、不透
水性袋使用の砂袋を砂バケットで搬送して供給し、砂投
入用ホッパの砂供給口を上蓋で密閉すると、該砂投入用
ホッパ内の水は砂袋の供給により殆んど排出されるとと
もに各砂袋内への水浸入が防止されて、水中で水中振動
式杭打機を作動し砂投入ホッパ内の砂袋を管状杭中へ投
入すると、該砂袋の程よい重量により同砂袋が管状杭内
で円滑に下降し、管状杭先端から軟弱地盤中に抜出され
て振動により不透水性袋が破られ砂が十分に振動締固め
られ砂杭に造成されて、砂の付着が殆んどなく効率よく
活用されて水深相当分近くまで施工長が増加され、施工
のバラツキが解消される。
(Operation) A submerged vibration type pile driver is placed in water, and a sand bag using a water impermeable bag is placed in a sand bucket in a sand loading hopper under the submersible vibration type pile driver. When it is transported and supplied, and the sand supply port of the sand input hopper is closed with the upper lid, most of the water in the sand input hopper is discharged by the supply of the sand bag, and water ingress into each sand bag occurs. Prevented, when operating the underwater vibration type pile driver in water to put the sand bag in the sand input hopper into the tubular pile, the sand bag is smoothly lowered in the tubular pile due to the moderate weight of the sand bag, It is extracted from the tip of the tubular pile into the soft ground, the impermeable bag is broken by vibration, the sand is sufficiently vibration-compacted and the sand pile is constructed, and the sand is effectively attached with almost no adhesion of sand. The construction length is increased to a considerable extent, and variations in construction are eliminated.

(実施例) 第1図ないし第4図に本発明の一実施例を示し、図中
(2)は船体(1)に立設されたリーダであって、振動
杭打機(3)は、水中で振動可能な水中振動式になって
おり、該水中振動式杭打機(3)は船体(1)上から昇
降ワイヤ(14)で緩衝器(10)を介してリーダ(2)の
案内により昇降操作され、水中振動式杭打機(3)の下
側に砂投入用ホッパ(4)が配設され管状杭(5)が連
結されて吊設されているとともに、船体(1)上から昇
降ワイヤ(7)で昇降される砂バケット(6)が設けら
れ、船体(1)上には砂投入用シュート(8)、移送用
コンベア(9)等が配置されて、船体(1)上のリーダ
(2)の案内により昇降される振動杭打機(3)と、振
動杭打機(3)の下側に配設され管状杭(5)中に砂を
投入する砂投入ホッパ(4)と、船体(1)上から昇降
され砂を搬送して砂投入ホッパ(4)へ供給する砂バケ
ット(6)を具備し、水底の軟弱地盤(g)中に砂杭を
造成する振動式締固め工法において、水中振動式杭打機
(3)を用いて水中に配置して作動するとともに、不透
水性袋(a1)使用の砂袋(a)を砂バケット(6)で搬
送し水中の砂投入ホッパ(4)に供給して、砂投入ホッ
パ(4)の砂受入口(4a)を上蓋(11)で密閉したの
ち、砂投入ホッパ(4)により砂袋(a)を管状杭
(5)中へ投入して砂杭を造成する。
(Embodiment) One embodiment of the present invention is shown in FIGS. 1 to 4, in which (2) is a leader erected on the hull (1), and the vibrating pile driver (3) is The underwater vibration type pile driver (3) is capable of vibrating in water, and the underwater vibration type pile driver (3) guides the leader (2) from above the hull (1) with the lifting wire (14) through the shock absorber (10). It is lifted and lowered by a sand hopper (4) disposed below the underwater vibration type pile driver (3), the tubular pile (5) is connected and hung, and on the hull (1). A sand bucket (6) that is lifted up and down by a lifting wire (7) is provided, and a sand loading chute (8), a transfer conveyor (9), and the like are arranged on the hull (1), and the hull (1) A vibrating pile driver (3) that is moved up and down by the guidance of the upper leader (2) and sand is placed in a tubular pile (5) that is arranged below the vibrating pile driver (3). It is equipped with a charging hopper (4) and a sand bucket (6) that is moved up and down from the hull (1) and conveys sand to supply it to the sand charging hopper (4), and a sand pile is placed in the soft ground (g) at the bottom of the water. In the vibrating compaction method to be constructed, the underwater vibrating pile driving machine (3) is used to operate by placing the sand bag (a) using the water impermeable bag (a 1 ) in the sand bucket (6). ), And supplies it to the sand loading hopper (4) in the water to seal the sand receiving port (4a) of the sand loading hopper (4) with the upper lid (11), and then to the sand bag (4) by the sand loading hopper (4). Insert a) into the tubular pile (5) to create a sand pile.

前記砂袋(a)は、不透水性袋(a1)に砂(s)を充
填して密封され、該不透水性袋(a1)で水の浸入が防止
されているとともに、砂バケット(6)による搬送、砂
投入ホッパ(4)中への供給、管状杭(5)中への投
入、落下を円滑にするために程よい大きさ、重量に形成
されている。
The sand bag (a) is sealed by filling the impermeable bag (a 1 ) with sand (s), and the water impermeable bag (a 1 ) prevents water from invading the sand bag. It is formed in a proper size and weight so as to facilitate the transportation by (6), the supply into the sand charging hopper (4), the charging into the tubular pile (5), and the drop.

第2図に示すように前記砂バケット(6)は、下側部
に流体圧シリンダ(16)で操作される取出用蓋(15)を
設け傾斜底面を備えて砂袋(a)の供給を円滑とし、前
記砂投入ホッパ(4)は、上側部に設けた砂受入口(4
a)に流体圧シリンダ(12)で操作される密閉用の上蓋
(11)を有し、下端部の投入口に適宜の遠隔操作手段で
操作される下蓋(13)を備えた構造になっている。
As shown in FIG. 2, the sand bucket (6) is provided with a take-out lid (15) operated by a fluid pressure cylinder (16) at a lower side thereof and has an inclined bottom surface to supply the sand bag (a). Smoothly, the sand input hopper (4) has a sand receiving port (4
a) has an upper lid (11) for sealing which is operated by a fluid pressure cylinder (12), and a lower lid (13) which is operated by an appropriate remote control means at the inlet of the lower end. ing.

第1、2図に示すように前記水中振動式杭打機(3)
は水中(w)に配置されて作動し、緩衝器(10)で船体
(1)側への振動伝播が緩衝、防止されている。
As shown in FIGS. 1 and 2, the underwater vibration type pile driver (3).
Is placed in water (w) to operate, and the shock absorber (10) damps and prevents vibration propagation to the hull (1) side.

水中の砂投入ホッパ(4)への砂供給は、砂袋(a)
を満載した砂バケット(6)で行われ、該砂バケット
(6)が砂投入ホッパ(4)の砂受入口(4a)上近くま
で下降されると、下蓋(13)で下端部の投入口を閉鎖
し、流体圧シリンダ(12)で上蓋(11)を開き砂受入口
(4a)を開口し、流体圧シリンダ(16)で取出用蓋(1
5)を開き砂袋(a)が砂受入口(4a)内に供給される
(第3図参照)。
The sand supply to the underwater sand input hopper (4) is performed by the sand bag (a).
When the sand bucket (6) is lowered to a position near the sand receiving port (4a) of the sand input hopper (4), the lower lid (13) loads the lower end. Close the mouth, open the upper lid (11) with the fluid pressure cylinder (12) and open the sand receiving opening (4a), and use the fluid pressure cylinder (16) with the extraction lid (1
5) is opened and the sand bag (a) is supplied into the sand receiving port (4a) (see FIG. 3).

砂投入ホッパ(4)内には砂袋(a)がほぼ満杯状に
供給され、砂搬入ホッパ(4)の水は、下蓋(13)によ
り管状杭(5)内への流入が阻止されているとともに、
砂袋(a)との置換によりほぼ排水されて、上蓋(11)
で砂受入口(4a)を密封すると、砂投入ホッパ(4)内
の水量が著しく少なく限定されて砂杭施工に格別の妨げ
にならない。
The sand bag (a) is almost filled in the sand input hopper (4), and the water in the sand input hopper (4) is prevented from flowing into the tubular pile (5) by the lower lid (13). Along with
Almost drained by replacing the sand bag (a), and the upper lid (11)
If the sand receiving port (4a) is sealed with, the amount of water in the sand input hopper (4) is extremely small and is not particularly hindered for sand pile construction.

また、砂投入ホッパ(4)には、適宜の機構の水抜手
段(図示省略)が付設されており、施工長が長い場合、
砂供給回数が多い場合等には砂供給完了後に砂投入ホッ
パ(4)内の排水が行われる。
In addition, the sand feeding hopper (4) is provided with a water draining means (not shown) of an appropriate mechanism, and when the construction length is long,
When the number of times sand is supplied is large, the sand in the sand hopper (4) is drained after the sand supply is completed.

水中に配置された水中振動式杭打機(3)の作動とと
もに、第4図に示すように下蓋(13)を開き砂袋(a)
が順次に管状杭(5)中へ投入され、その間に砂バケッ
ト(6)は上昇されて、船体(1)上の砂投入用シュー
タ(8)から砂袋(a)を受取り収容する。
With the operation of the underwater vibration type pile driver (3) placed in the water, the lower lid (13) is opened as shown in Fig. 4 and the sand bag (a) is opened.
Are sequentially loaded into the tubular pile (5), during which the sand bucket (6) is raised to receive and store the sand bag (a) from the sand loading shooter (8) on the hull (1).

不透水性袋(a1)使用の砂袋(a)により砂を搬送
し、砂投入ホッパ(4)内へ供給、管状杭(5)中へ投
入されるため、該不透水性袋(a1)で砂が各部内に付着
するのが防止され、砂の含水が防止されているととも
に、程よい大きさ、重量にまとめられ、前記水中搬送、
供給、投下が円滑に遂行され、砂袋(a)が管状杭
(5)先端から軟弱地盤(g)中に抜取られ加振される
と、不透水性袋(a1)が破られて、不透水性袋の不使用
の状態となり十分に締め固められた砂杭に造成される。
Since the sand is carried by the sand bag (a) using the water impermeable bag (a 1 ), the sand is supplied into the sand feeding hopper (4) and is fed into the tubular pile (5), the water impermeable bag (a) is used. In 1 ), sand is prevented from adhering to each part, and the water content of sand is prevented.
When the sand bag (a) is smoothly supplied and dropped and the sand bag (a) is extracted from the tip of the tubular pile (5) into the soft ground (g) and vibrated, the impermeable bag (a 1 ) is broken, The impermeable bag will not be used, and it will be constructed into a fully compacted sand pile.

前記のように水中振動式杭打機(3)の水中作動、水
中における砂供給および砂杭施工が容易、迅速に行わ
れ、従来例に比べると水深相当分の施工長増加が可能と
なり、水中振動式杭打機の水底への近接により施工操作
性、施工信頼性、施工能率、などが高められる。
As described above, the underwater operation of the underwater vibration type pile driver (3), the sand supply in the water and the sand pile construction are performed easily and quickly, and the construction length corresponding to the water depth can be increased compared to the conventional example. The proximity of the vibration type pile driver to the bottom of the water enhances the workability, work reliability and work efficiency.

前記排水手段としては、砂投入ホッパの下部に開閉バ
ルブを設けて内部に圧気を供給して排水するなどにより
実施され、また、流体圧シリンダ、下蓋の開閉操作は適
宜の手段で遠隔操作される。油圧、液圧、気圧作動で可
能である。
As the drainage means, an opening / closing valve is provided at the bottom of the sand feeding hopper to supply compressed air to the inside for draining, and the fluid cylinder and the lower lid are opened / closed by an appropriate means. It It can be operated by hydraulic pressure, hydraulic pressure or atmospheric pressure.

(発明の効果) 本発明は、前述のようになっており、不透水性袋使用
の砂袋による砂の搬入、供給、投入と、水中振動式杭打
機の使用によって、水中振動式杭打機の水中配置による
作動とともに水中における砂の供給、投入が円滑に遂行
され、施工長の大幅な増加とともに施工操作性、施工信
頼性、施工能率などが著しく向上されている。
(Advantages of the Invention) The present invention is configured as described above, and by carrying in, supplying, and charging sand with a sand bag using an impermeable bag, and using an underwater vibration type pile driving machine, With the operation of the machine placed in the water, the sand is smoothly supplied and put into the water, and the construction length is greatly increased, and the construction operability, construction reliability, construction efficiency, etc. are significantly improved.

以上本発明を実施例について説明したが、勿論本発明
はこのような実施例にだけ局限されるものではなく、本
発明の精神を逸脱しない範囲内で種種の設計の改変を施
しうるものである。
Although the present invention has been described with reference to the embodiments, the present invention is, of course, not limited to such embodiments, and various design modifications can be made without departing from the spirit of the present invention. .

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

第1図は本発明の一実施例を示す水中砂杭打設状態の側
視図、第2図と第3図および第4図は水中における砂袋
の搬送、供給、投下の各作動状態を示す縦断面図であ
る。 1:船体、2:リーダ、3:水中振動式杭打機 4:砂投入ホッパ、4a:砂受入口、5:管状杭 6:砂バケット、11:上蓋、a:砂袋 a1:不透水性袋
FIG. 1 is a side view of an underwater sand pile driving state showing an embodiment of the present invention, and FIGS. 2, 3 and 4 show operating states of carrying, supplying and dropping a sand bag underwater. FIG. 1: Hull, 2: Leader, 3: Underwater vibration type pile driver 4: Sand input hopper, 4a: Sand inlet, 5: Tubular pile 6: Sand bucket, 11: Top lid, a: Sand bag a 1 : Impermeable Sex bag

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】船体上のリーダの案内により昇降される振
動杭打機と、該振動杭打機の下側に配設され管状杭中に
砂を投入する砂投入ホッパと、船体上から昇降され砂を
搬送して前記砂投入ポッパへ供給する砂バケットを具備
し、水底の軟弱地盤中に砂杭を造成する振動式砂杭締固
め工法において、水中振動式杭打機を用い水中に配置し
て作動するとともに、不透水性袋使用の砂袋を前記砂バ
ケットで搬送し水中の前記砂投入ホッパに供給して同砂
投入ホッパの砂受入口を上蓋で密閉したのち、砂投入ホ
ッパにより前記砂袋を前記管状杭中へ投入して砂杭を軟
弱地盤中に造成することを特徴とする水中砂杭打設工
法。
1. A vibrating pile driver that is moved up and down by the guidance of a leader on the hull, a sand feeding hopper that is arranged below the vibrating pile driver and that throws sand into a tubular pile, and is raised and lowered from above the hull. It is equipped with a sand bucket that conveys sand to the sand input popper and arranges it in water using an underwater vibration type pile driver in the vibration type sand pile compaction method for creating sand piles in soft ground at the bottom of the water. The sand bag using a water-impermeable bag is conveyed by the sand bucket and supplied to the sand loading hopper in water to seal the sand receiving port of the sand loading hopper with the upper lid, and then the sand loading hopper is used. An underwater sand pile driving method, wherein the sand bag is put into the tubular pile to form the sand pile in soft ground.
JP24418687A 1987-09-30 1987-09-30 Underwater sand pile driving method Expired - Fee Related JP2511067B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24418687A JP2511067B2 (en) 1987-09-30 1987-09-30 Underwater sand pile driving method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24418687A JP2511067B2 (en) 1987-09-30 1987-09-30 Underwater sand pile driving method

Publications (2)

Publication Number Publication Date
JPS6490312A JPS6490312A (en) 1989-04-06
JP2511067B2 true JP2511067B2 (en) 1996-06-26

Family

ID=17115049

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24418687A Expired - Fee Related JP2511067B2 (en) 1987-09-30 1987-09-30 Underwater sand pile driving method

Country Status (1)

Country Link
JP (1) JP2511067B2 (en)

Also Published As

Publication number Publication date
JPS6490312A (en) 1989-04-06

Similar Documents

Publication Publication Date Title
CN104863542B (en) A kind of method that nearly horizontal firedamp taking-out discharging drilling drilling cuttings combines sealing of hole with pouch
US2924947A (en) Caisson
US3823562A (en) Process of production of piles, pile packs, and subterranean pile walls
CN205894083U (en) A material promotion transfer device for foundation ditch excavation dregs
JP2511067B2 (en) Underwater sand pile driving method
US6634832B2 (en) Apparatus for transporting particulate materials from a lower level to a higher level
JP6435073B1 (en) Casing press-fitting device, casing, and bottom sediment collection method
KR100801350B1 (en) Device and method for producing columns of materials in the ground of bodies of water
CN105951845A (en) Material lifting and transferring device and method for foundation pit excavation residue soil
EP4103785A1 (en) Method for introducing a soil penetrating tool into a soil and underground construction device
KR100451532B1 (en) Gravel Bag Pile Construction Method
JPS5810527B2 (en) Method for constructing bagged sand piles in soft ground under water
JP4137744B2 (en) Pile material supply device for ground improvement
US3712067A (en) Method and an apparatus for compacting a loosely packed layer of earth
JPS5873616A (en) Method and device for forming sand pile
JPS5810525B2 (en) Continuous sand supply device for sand pile making equipment
JP6393004B1 (en) Backfill device and backfill method
JPS6149018A (en) Construction of sand pile by casing shorten than improved length
CN209667949U (en) Go up and down Split garbage compressor station
CN104334801B (en) Method and component for manufacturing gravel post
JP2757729B2 (en) Discharge system in pneumatic submersion method
JP2547524B2 (en) Powder material filling device
JP2602051B2 (en) Underwater sand pile construction method
RU43300U1 (en) DEVICE FOR DELIVERY OF BULK MATERIALS TO A WELL
JPS6033181Y2 (en) excavation bucket

Legal Events

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