JP3810164B2 - Landfill method using pre-mixed soil - Google Patents

Landfill method using pre-mixed soil Download PDF

Info

Publication number
JP3810164B2
JP3810164B2 JP33899596A JP33899596A JP3810164B2 JP 3810164 B2 JP3810164 B2 JP 3810164B2 JP 33899596 A JP33899596 A JP 33899596A JP 33899596 A JP33899596 A JP 33899596A JP 3810164 B2 JP3810164 B2 JP 3810164B2
Authority
JP
Japan
Prior art keywords
conveyor
soil
landfill
land
mixed
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
JP33899596A
Other languages
Japanese (ja)
Other versions
JPH10159057A (en
Inventor
和浩 藤田
史朗 福井
秀雄 豊泉
健一 阿部
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.)
Kumagai Gumi Co Ltd
Tokyo Electric Power Services Co Ltd
Original Assignee
Kumagai Gumi Co Ltd
Tokyo Electric Power Services Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kumagai Gumi Co Ltd, Tokyo Electric Power Services Co Ltd filed Critical Kumagai Gumi Co Ltd
Priority to JP33899596A priority Critical patent/JP3810164B2/en
Publication of JPH10159057A publication Critical patent/JPH10159057A/en
Application granted granted Critical
Publication of JP3810164B2 publication Critical patent/JP3810164B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Description

【0001】
【発明の属する技術分野】
この発明は、事前混合処理土を用いた水域の埋立方法に関するものである。
【0002】
【従来の技術】
近年、沖合の海域を埋め立てた人工島や沿岸浅海域の埋立地に構造物を構築する場合、事前混合処理土による埋立が行われている。
当該埋立方法では、陸上部で混合調製した埋立材を土運船(バージ)などで対象海域まで運搬しようとしても、積載容量が大きく積み込み作業に時間を要するとともに、運搬時間の経過により埋立材が固化するため、従来は、通常、海域にプラント船と打設船等からなる船団を構成し、この混合プラント船団により埋立を行っていた。
【0003】
しかしながら、海上プラント船は気象および海象条件によりプラントの稼働率が低下するという欠点があることから、この稼働率の低下分を事前に見込んで大型設備を当該海域に設置しておく必要があった。また、大型設備搭載船は、操船、位置決めに時間を要する他、海域における施工スペースの関係から多数セットによる同時投入は困難であった。
【0004】
【発明が解決しようとする課題】
本発明は、大型設備搭載船を誂えることなく、埋立作業を効率的に行うことにより経済性に優れた事前混合処理土による埋立方法を提供することを目的とするものである。
【0005】
【課題を解決するための手段】
本発明に係る事前混合処理土による埋立方法は、陸上部より埋立予定水域までフローティングコンベアを連設するとともに、該コンベアの乗継ぎ部に混合手段を設けることにより、土砂および固化材を陸上部より運搬すると同時に混合調製して事前混合処理土となし、これを水域に投入することを特徴とするものである。
【0006】
【発明の実施の形態】
以下、図面を参照しながら本発明の好適な実施形態を説明するが、先ず、事前混合処理盛土工法について説明する。
【0007】
事前混合処理盛土工法とは、周知のように、埋立て、裏埋め、中詰め土砂等に、固化材と分離防止剤や粘土等を事前に添加、混合し、新材料に処理した後、所定の場所に運搬、投入してそのまま安定した地盤を造成する工法である。
事前混合処理盛土工法は、▲1▼埋立て造成後の地盤改良が不要になる、▲2▼大規模施工、大水深施工が可能である、等の利点を有している。
【0008】
事前混合処理盛土工法には大別して、スラリー状盛土工法とドライ状盛土工法があり、スラリー状盛土工法は、土質材料、固化材、混和材料、水を混合して製造したスラリー状またはモルタル状材料をコンクリートポンプ、打設管により底部から打ち上げる工法であり、他方、ドライ状盛土工法は、土質材料、固化材、混和材料、水を混合して製造した非流動状の粉粒体材料を水中に投入、降下、着底、堆積させる工法である。
【0009】
上記固化材としては、通常、セメントが用いられる。また、分離防止剤は土砂とセメントの水中分離を防止するために用いられるものであり、強アニオン性ポリアクリルアミドの水溶液などが使用される。セメントや分離防止剤の添加率は、土砂の種類、その他の施工条件を考慮して、最適な配合量となるように選定する。例えば、目標強度を2kg/cm2 とした場合、事前混合処理土1m3 当たりの配合は、土砂1300kg、セメント120kg、分離防止剤1kgとなる。
【0010】
ドライ状盛土工法では、通常、土質材料の運搬、固化材の混合、分離防止剤の添加、処理土運搬、投入・埋立ての順に行われるが、本発明は、土質材料と固化材の運搬、およびその混合方法に特徴がある。そこで、ドライ状盛土工法により海域を埋め立てる場合について詳述する。
【0011】
図1において、陸上部10には、陸上コンベア14を設置し、接続コンベア16を介して、埋立予定海域30までフローティングコンベア20、20、20を連設する。フローティングコンベア20は台船22上にベルトコンベアを搭載した形式のコンベアである。フローティングコンベア20の終点部には、台船22上に搭載したトリッパコンベア24およびスプレッドコンベア26が接続され、海中投入用の打設シュート32から埋立予定海域30に投入されるようになっている。
【0012】
各コンベアの乗継ぎ部には、土砂と固化材の混合手段34を設けることにより、運搬過程で土砂と固化材を混合し、事前混合処理土に調製する。ベルトコンベアによる輸送時間は船舶による運搬と比べて格段に短いから、土砂と固化材が運搬過程で固化するようなことはない。混合手段34としては、格別の制限はなく、公知のダンパシュートや連続ミキサー等を採用することができる。
【0013】
陸上部10では、計量された土砂と固化材がホッパー12に受入れられ、ホッパー12から陸上コンベア14に供給される。なお、この実施形態では、陸上コンベア14から接続コンベア16を介して土砂等をフローティングコンベア20に運搬したが、本発明はこの方法に限らず、陸上部10から直接、フローティングコンベア20に供給してもよい。
【0014】
なお、投入すべき事前混合処理土に分離防止剤を添加する場合には、打設シュート32の近傍で添加することが好ましい。
【0015】
【発明の効果】
本発明に係る埋立方法によれば、作業効率はコンベアシステムのみに依存し、気象条件等の影響を受けにくい。従って、海上プラント船で埋立材としての事前混合処理土を製造する場合に比べて、稼働率の大幅な改善が見込める。また、事前混合処理土の混合調製をフローティングコンベア部分で行うので、陸上プラント設備や作業エリアも小規模にすることができるという効果を有している。
【0016】
更に、限られた埋立施工海域内に、複数系列のフローティングコンベアを設置することにより、処理能力を増大させることが可能となり、海上プラント船による方法よりも、一層作業効率を促進することができる。
【図面の簡単な説明】
【図1】本発明の好適な実施形態であるドライ状盛土工法により海域を埋め立てる場合の説明図である。
【符号の説明】
10 陸上部
14 陸上コンベア
20 フローティングコンベア
22 台船
30 埋立予定海域
32 打設シュート
34 混合手段
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a method for landfilling a water area using premixed treated soil.
[0002]
[Prior art]
In recent years, when constructing a structure on an artificial island that reclaims offshore waters or a landfill in shallow coastal waters, landfill with premixed soil has been performed.
In the landfill method, even if the landfill material mixed and prepared on land is transported to the target sea area by means of an earth ship (barge) or the like, the loading capacity is large and time is required for loading work. In order to solidify, conventionally, a fleet composed of a plant ship and a driving ship is usually formed in the sea area, and landfill is performed by this mixed plant fleet.
[0003]
However, offshore plant ships have the disadvantage that the operating rate of the plant decreases due to weather and sea conditions, so it was necessary to install large facilities in the sea area in anticipation of this reduced operating rate in advance. . In addition, ships with large facilities require time for maneuvering and positioning, and due to the construction space in the sea area, it was difficult to simultaneously load multiple sets.
[0004]
[Problems to be solved by the invention]
An object of the present invention is to provide a landfill method using premixed soil that is excellent in economic efficiency by efficiently performing landfill work without preparing a large-equipped ship.
[0005]
[Means for Solving the Problems]
The landfill method using the pre-mixed treated soil according to the present invention includes a floating conveyor continuously connected from the land portion to the planned landfill area, and a mixing means is provided in the connecting portion of the conveyor, so that the earth and sand and the solidified material are removed from the land portion. It is characterized in that it is mixed and prepared at the same time as being transported to form a pre-mixed treated soil, which is thrown into the water area.
[0006]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, a preferred embodiment of the present invention will be described with reference to the drawings. First, a premixed processing embankment method will be described.
[0007]
As is well known, the pre-mixing embankment method is to add a premixed material, anti-separation agent, clay, etc. in advance to landfill, backfilling, filling sand, etc. It is a construction method that creates a stable ground by transporting and feeding it to the site.
The pre-mixing embankment method has advantages such as (1) no need for ground improvement after landfill construction, (2) large-scale construction and deep water construction.
[0008]
The premixing embankment method is roughly divided into a slurry embankment method and a dry embankment method. The slurry embankment method is a slurry or mortar material produced by mixing soil material, solidification material, admixture, and water. The dry embankment method is a non-fluid granular material produced by mixing soil material, solidification material, admixture material, and water in water. It is a method of throwing in, descending, landing, and depositing.
[0009]
As the solidifying material, cement is usually used. Further, the separation preventing agent is used for preventing separation of earth and sand from cement in water, and an aqueous solution of strong anionic polyacrylamide or the like is used. The addition rate of cement and anti-separation agent should be selected so as to obtain the optimum blending amount in consideration of the type of earth and sand and other construction conditions. For example, when the target strength is 2 kg / cm 2 , the composition per 1 m 3 of the premixed soil is 1300 kg of earth and sand, 120 kg of cement, and 1 kg of the separation inhibitor.
[0010]
The dry embankment method is usually carried out in the order of transporting soil material, mixing solidification material, adding antiseparation agent, transporting treated soil, charging and landfilling, but the present invention transports soil material and solidification material, And its mixing method. Therefore, the case where the sea area is reclaimed by the dry embankment method will be described in detail.
[0011]
In FIG. 1, a land conveyor 14 is installed in the land portion 10, and floating conveyors 20, 20, 20 are continuously connected to a planned landfill area 30 through a connection conveyor 16. The floating conveyor 20 is a type of conveyor in which a belt conveyor is mounted on a carriage 22. A tripper conveyor 24 and a spread conveyor 26 mounted on a carriage 22 are connected to the end point of the floating conveyor 20, and are introduced into a planned landfill area 30 from an underwater placing chute 32.
[0012]
At the connecting portion of each conveyor, earth and sand and solidifying material mixing means 34 are provided, so that the earth and sand and the solidifying material are mixed during the transportation process to prepare premixed soil. Since the transportation time by the belt conveyor is much shorter than that by ship, the earth and sand and the solidified material are not solidified during the transportation process. The mixing means 34 is not particularly limited, and a known damper chute, continuous mixer or the like can be employed.
[0013]
In the land part 10, the measured earth and sand and the solidified material are received by the hopper 12 and supplied from the hopper 12 to the land conveyor 14. In this embodiment, earth and sand are transported from the land conveyor 14 to the floating conveyor 20 via the connection conveyor 16, but the present invention is not limited to this method, and is supplied directly from the land portion 10 to the floating conveyor 20. Also good.
[0014]
In addition, when adding an anti-separation agent to the pre-mixed treated soil to be added, it is preferable to add it near the placing chute 32.
[0015]
【The invention's effect】
According to the landfill method according to the present invention, the work efficiency depends only on the conveyor system and is not easily affected by weather conditions or the like. Therefore, a significant improvement in the operation rate can be expected as compared with the case where premixed soil as landfill material is manufactured on an offshore plant ship. Moreover, since the premixed soil is mixed and prepared in the floating conveyor portion, there is an effect that the land plant equipment and the work area can be reduced in size.
[0016]
Furthermore, it is possible to increase the processing capacity by installing a plurality of series of floating conveyors in a limited landfill construction area, and work efficiency can be further promoted compared with the method using a marine plant ship.
[Brief description of the drawings]
FIG. 1 is an explanatory diagram when a sea area is reclaimed by a dry embankment method which is a preferred embodiment of the present invention.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 10 Land part 14 Land conveyor 20 Floating conveyor 22 Carrier 30 Landfill planned sea area 32 Casting chute 34 Mixing means

Claims (1)

陸上部より埋立予定水域までフローティングコンベアを連設するとともに、該コンベアの乗継ぎ部に混合手段を設けることにより、土砂および固化材を陸上部より運搬すると同時に混合調製して事前混合処理土となし、これを海中投入用の打設シュートから水域に投入する際に、該打設シュートの近傍で前記事前混合処理土に分離防止剤を添加することを特徴とする事前混合処理土による埋立方法。A floating conveyor is continuously connected from the land to the planned landfill area, and a mixing means is provided in the transfer section of the conveyor, so that the soil and solidified material are transported from the land and mixed and prepared to prepare premixed soil. A landfill method using pre-mixed treated soil, comprising adding an anti-separation agent to the pre-mixed treated soil in the vicinity of the placed chute when throwing it into a water area from a placing chute for entering in the sea .
JP33899596A 1996-12-04 1996-12-04 Landfill method using pre-mixed soil Expired - Fee Related JP3810164B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33899596A JP3810164B2 (en) 1996-12-04 1996-12-04 Landfill method using pre-mixed soil

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33899596A JP3810164B2 (en) 1996-12-04 1996-12-04 Landfill method using pre-mixed soil

Publications (2)

Publication Number Publication Date
JPH10159057A JPH10159057A (en) 1998-06-16
JP3810164B2 true JP3810164B2 (en) 2006-08-16

Family

ID=18323280

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33899596A Expired - Fee Related JP3810164B2 (en) 1996-12-04 1996-12-04 Landfill method using pre-mixed soil

Country Status (1)

Country Link
JP (1) JP3810164B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111393092A (en) * 2020-03-25 2020-07-10 江苏坤泽科技股份有限公司 Low-gel-material high-impermeability sea sand solidified soil for hydraulic reclamation and preparation method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111393092A (en) * 2020-03-25 2020-07-10 江苏坤泽科技股份有限公司 Low-gel-material high-impermeability sea sand solidified soil for hydraulic reclamation and preparation method thereof

Also Published As

Publication number Publication date
JPH10159057A (en) 1998-06-16

Similar Documents

Publication Publication Date Title
WO1998051760A2 (en) Solidification and stabilization of dredged materials
CN105731758A (en) Sea dredged silt dewatering and solidifying treatment integrated device and method
JP2004504518A5 (en)
JP3810164B2 (en) Landfill method using pre-mixed soil
JPH1018345A (en) Reclamation construction method by soft earth and dredging reclamation-through execution work system
JP3211875B2 (en) Effective use of rising soil by improving the ground over water
CN204238282U (en) For construction work embankment dredged mud filling Mixing Machine
JP2019093558A (en) Production method for erosion control soil cement
CN207130685U (en) Island environment protection device is built in a kind of dredging markets solidification
JP3053179B2 (en) Solidification and transfer processing method for earth and sand such as dredging
JP2895595B2 (en) Landfill work boat
JP3276617B2 (en) Marine landfill method using sea sand
JP2005330731A (en) Artificial tideland material using dredged cohesive soil, manufacturing device for the same, and artificial tideland construction method
JP7185484B2 (en) Drop mixing method and system for cohesive soil and steel slag
KR100971002B1 (en) Method for constructing revetment using mixed composition of flowable recliamed coal ash
JPH01239293A (en) Shield construction and slurry material therefor
JP3965675B2 (en) Landfill method and landfill device
CN213620162U (en) Underwater concrete pouring operation platform ship
JP3480699B2 (en) Land transfer method for sediment transfer such as dredging
JPH02307583A (en) Method and apparatus for solidification of soft mud
JP4268837B2 (en) Recycling method of excavated sediment in shield method
CN214301748U (en) Construction equipment for protecting submarine pipeline by using self-compacting cement soil
CN206529783U (en) A kind of mud mold bag curing system
JP3896556B2 (en) Landfill method using dredged soil
US5205646A (en) Method for conveyance of cement under water to form concrete

Legal Events

Date Code Title Description
A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20060117

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20060314

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20060516

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20060523

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090602

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100602

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100602

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110602

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110602

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120602

Year of fee payment: 6

LAPS Cancellation because of no payment of annual fees