JP2627375B2 - Large diameter hard ground improvement device - Google Patents

Large diameter hard ground improvement device

Info

Publication number
JP2627375B2
JP2627375B2 JP3230705A JP23070591A JP2627375B2 JP 2627375 B2 JP2627375 B2 JP 2627375B2 JP 3230705 A JP3230705 A JP 3230705A JP 23070591 A JP23070591 A JP 23070591A JP 2627375 B2 JP2627375 B2 JP 2627375B2
Authority
JP
Japan
Prior art keywords
injection
wing
ground improvement
excavation
rod
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
Application number
JP3230705A
Other languages
Japanese (ja)
Other versions
JPH0641943A (en
Inventor
渉 中西
Original Assignee
株式会社エヌ、アイ、テイ
中嶋 志朗
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 株式会社エヌ、アイ、テイ, 中嶋 志朗 filed Critical 株式会社エヌ、アイ、テイ
Priority to JP3230705A priority Critical patent/JP2627375B2/en
Publication of JPH0641943A publication Critical patent/JPH0641943A/en
Application granted granted Critical
Publication of JP2627375B2 publication Critical patent/JP2627375B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、軟弱地盤の改良、建築
構造物基礎等を主目的として施工される地盤改良体造成
工法に関し、特に、大口径且つ強硬な地盤改良体造成装
置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing a ground improvement body constructed mainly for the purpose of improving soft ground, foundations of building structures, and the like, and more particularly to a large-diameter and strong ground improvement body forming apparatus.

【0002】[0002]

【従来の技術】従来、硬化剤を噴射することによる地盤
改良工法は様々な試行錯誤を経て発展してきた。特に、
従来の工法は掘削翼ないし撹拌翼を有しないものであっ
たが、該工法をより効果的なものとすべく、本件発明者
は、撹拌翼を付けた地盤改良装置を考案した。さらに、
同時出願(整理番号91081及び91082)の同装
置に係る発明にて撹拌機能を付加的機能とし、主機能と
しての掘削機能を有するいわゆる掘削翼を設けると共
に、その掘削翼と硬化剤噴射ノズルとの結合関係によっ
て従来の問題点を解決しつつ画期的な強硬地盤改良体造
成するに至った。
2. Description of the Related Art Conventionally, a ground improvement method by spraying a curing agent has been developed through various trials and errors. Especially,
The conventional construction method does not have a drilling blade or a stirring blade, but in order to make the construction method more effective, the present inventor has devised a ground improvement device provided with a stirring blade. further,
In the invention relating to the apparatus of the same application (serial numbers 91081 and 91082), a stirring function is added as an additional function, and a so-called digging wing having a digging function as a main function is provided. The connection has solved the problems of the past, and has developed an epoch-making hard ground improvement body.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、単一の
特定形状又は伸縮可能な掘削翼と噴射ノズルとの結合に
よる発明ゆえに複数の掘削翼と複数の噴射ノズルとの結
合状態を含まなかった。即ち、単一のものから生ずる効
果を、複数のものとすれば効果もそれに比例して大とな
ることは必然的であるから、上記2件(同時出願)の大
口径強硬地盤改良体造成装置の改良工法ないし装置を提
供することを先ず目的とする。併せて、回転する注入ロ
ッドのバランスを維持することも目的とする。さらに、
本発明は同時出願に係る基本の地盤改良体造成装置の欠
点を補い、更に一歩進んだ大口径で均一且つ強硬な地盤
改良体を造成することを目的とする。
However, the invention does not include the connection between a plurality of drilling wings and a plurality of injection nozzles because of the invention based on the connection between a single specific shape or a telescopic drilling wing and the injection nozzles. That is, if a plurality of effects are obtained from a single object, the effect is inevitably increased in proportion to the plurality of effects. It is an object of the present invention to first provide an improved method or device. It is also an object to maintain the balance of the rotating injection rod. further,
An object of the present invention is to make up for the disadvantages of the basic ground improvement body forming apparatus according to the simultaneous application and to further develop a large-diameter uniform and hard ground improvement body that has taken one step further.

【0004】[0004]

【課題を解決するための手段】硬化剤注入管11を内蔵
すると共に、前記硬化剤注入管11に連通する硬化剤の
噴射ノズル12、モニター部17、ビット15並びに掘
削翼14を有する硬化剤注入ロッド10を具備する地盤
改良体造成装置において、掘削翼14は、ロッド長手軸
直角方向に貫通するよう注入ロッド10に挿設され、該
掘削翼14の上部に噴射ノズル12を設けることを特徴
とする大口径強硬地盤改良体造成装置を提供する。
A hardening agent injection pipe 11 is built in, and a hardening agent injection nozzle 12, a monitor unit 17, a bit 15, and a drilling wing 14 communicating with the hardening agent injection pipe 11 are installed. With hardener injection rod 10 having
In the improved body forming apparatus, the excavating wing 14 is provided with a rod longitudinal axis.
Inserted into the injection rod 10 so as to penetrate at right angles,
A large-diameter hard ground improvement body forming apparatus characterized by providing the injection nozzle 12 above the excavation wing 14 .

【0005】[0005]

【作用】掘削翼14が、ロッド長手軸直角方向に貫通す
るよう注入ロッド10に挿設されているので、強固に注
入ロッド10に設けられる。さらに、噴射ノズル12が
掘削翼14の上部に位置するよう設けられるため、噴射
ノズル12に連通する注入管11も掘削翼14の上部で
終結することとなり、挿設部16の機械的強度が注入管
11により阻害されることがない。このようにして掘削
翼14は、十分掘削作業に耐えうる強度を持つこととな
る。
The excavator blade penetrates in the direction perpendicular to the longitudinal axis of the rod.
So that it is firmly
It is provided on the input rod 10. Further, the injection nozzle 12
Since it is provided to be located above the excavation wing 14,
The injection pipe 11 communicating with the nozzle 12 is also located above the drilling wing 14.
The mechanical strength of the insertion portion 16 is reduced
11 is not inhibited. Drilling in this way
The wing 14 will have sufficient strength to withstand excavation work.
You.

【0006】[0006]

【実施例】以下、本発明の実施例を図面を参照しつつ説
明する。図1は、本発明に係る第1実施例を示す。即
ち、ビット15及び注入管11を有する注入ロッド10
において、ビット15の上部であって、注入ロッド10
の下方部に堅固に嵌挿、設置された複数の掘削翼14を
有している。さらに、本図によれば、該掘削翼14の上
部に位置する場所に、注入ロッド10の上方から略中心
部を貫通した注入管11が伸びる。そして注入管は、該
掘削翼14の上部で各掘削翼の水平線に対応するよう
に、噴射ノズル12へ連通している。即ち、複数の噴射
ノズル12は、注入ロッド10の側壁に設けられ、各掘
削翼14に添うように設置してあるため、注入管11を
経て圧送された硬化剤は、該各掘削翼14の上方の位置
において該各掘削翼に添うように該噴射ノズルから高圧
噴射されることになる。また掘削翼14と同位置に噴射
ノズル12を設けることは、上記従来技術のようにいわ
ゆる羽根の先端から硬化剤を噴射しない限り不可能故、
該各噴射ノズルは、一般に複数の各掘削翼14の上方の
位置に設置されることが望ましい。尚、この複数の噴射
ノズル12が複数の掘削翼14の上部に配置されること
は、複数の掘削翼14を注入ロッド内に強固に挿設する
必要性がある関係上、最も理想的な構成である。複数の
掘削翼14は、掘削機能も有するが故に、地質条件や用
途に応じて着脱自在のビットを有する。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 shows a first embodiment according to the present invention. That is, the injection rod 10 having the bit 15 and the injection pipe 11
At the top of the bit 15 and the injection rod 10
Has a plurality of excavating wings 14 which are firmly fitted and installed in the lower part of the excavator. Further, according to this figure, the injection pipe 11 penetrating through the substantially central portion from above the injection rod 10 extends to a location located above the excavation wing 14. The injection pipe communicates with the injection nozzle 12 so as to correspond to the horizontal line of each excavation wing above the excavation wing 14. That is, a plurality of injection nozzles 12 are provided on the side wall of the injection rod 10, since that is installed such accompany each drilling blade 14, the curing agent is pumped through the injection tube 11, the respective drill blade 14 Upper position
In this case, high-pressure injection is performed from the injection nozzle so as to follow each of the excavation wings. In addition, since it is impossible to provide the injection nozzle 12 at the same position as the excavation wing 14 unless a hardener is injected from the so-called tip of the blade as in the above-described conventional technique,
It is generally desirable that each of the injection nozzles is installed at a position above each of the plurality of digging wings 14. Note that the arrangement of the plurality of injection nozzles 12 above the plurality of digging wings 14 is the most ideal configuration in view of the necessity of firmly inserting the plurality of digging wings 14 into the injection rod. It is. Since the plurality of excavating blades 14 also have an excavating function, the excavating blades 14 have detachable bits according to geological conditions and applications .

【0007】図2は、本件発明の第2実施例を示したも
のであり、同時出願(整理番号91082)に係る伸縮
可能な掘削翼14を複数設けたものである。この伸縮機
能は、航空機の翼や車用アンテナ等に用いられている従
来技術を応用することによって解決可能である。しかる
に、注入ロッド10に該掘削翼14を強固に設置する必
要がある関係上、注入管11は該掘削翼14よりも上方
にて終結し、従って、噴射ノズル12も該掘削翼14の
上方に設けることが最も望ましいことは、上記実施例と
同様である。該掘削翼14が設置される挿設部16は、
挿設装置で支配されるからである。尚、当該挿設部16
はモニター部17の上部に位置するのが通例である。但
し、注入管11や噴射ノズル12に影響を及ぼさない以
上注入ロッド10の下方部の何れであってもよい。
FIG. 2 shows a second embodiment of the present invention, in which a plurality of extendable excavating wings 14 according to the simultaneous application (reference number 91082) are provided. This expansion / contraction function can be solved by applying a conventional technique used for an aircraft wing, a vehicle antenna, or the like. However, due to the necessity of firmly installing the excavation wing 14 on the injection rod 10, the injection pipe 11 terminates above the excavation wing 14, and therefore, the injection nozzle 12 also moves above the excavation wing 14. It is most desirable to provide the same as in the above embodiment. The insertion portion 16 in which the excavation wing 14 is installed includes:
This is because it is controlled by the insertion device. The insertion portion 16
Is usually located above the monitor unit 17. However, any lower part of the injection rod 10 may be used as long as the injection pipe 11 and the injection nozzle 12 are not affected.

【0008】他方、この複数の掘削翼14の伸縮機能に
よって地質に応じた迅速且つ的確な地盤改良体造成工事
が可能となる。即ち、一般的にも硬質のものを削る場合
に、所定の刃を高速回転させることによって目的を達成
させるがごとく、硬質地盤にあっては複数の掘削翼14
を対象物に応じて回転させることが、より的確な掘削を
可能とするからである。掘削の態様は、別件(整理番号
91082)にて開示したごとく対象地盤に応じて該掘
削翼を伸縮するが上記の説明より複数の掘削翼を用いる
方がより回転速度との関係からも目的達成が容易とな
る。
On the other hand, the expansion and contraction function of the plurality of excavating wings 14 makes it possible to construct a ground improvement body quickly and accurately according to the geology. That is, when a hard material is generally cut, a predetermined blade is rotated at a high speed to achieve an object.
This is because, by rotating the drill according to the object, more accurate excavation can be performed. The excavation mode expands and contracts the excavation wing according to the target ground as disclosed in a separate matter (reference number 91082), but the use of a plurality of excavation wings achieves the purpose more from the relationship with the rotation speed than the above description. Becomes easier.

【0009】図3は、上記図2に係る第2実施例の概略
平面図を示したものである。この場合に注意すべきこと
は、一つは回転方向に対して掘削翼14に追随する形で
噴射ノズル12が設けられており、他は掘削翼14に先
行する形で噴射ノズル12が設けられていることであ
る。即ち、同時出願(整理番号91081及び9108
2)に係る両発明を結合することによって全く相違する
両発明の作用効果の相乗効果を期待したものである。従
って、当該両基本発明からさらに一歩進んだ作用効果が
得られることとなる。本図において、硬化剤拡散中の矢
印は硬化剤の噴射方向を示したものであり、図外の矢印
は注入ロッド10の回転方向を示したものである(以
下、同様)。
FIG. 3 is a schematic plan view of the second embodiment according to FIG. In this case, it should be noted that one is provided with the injection nozzle 12 so as to follow the excavation wing 14 in the rotational direction, and the other is provided with the injection nozzle 12 in a form preceding the excavation wing 14. That is. That is, simultaneous applications (reference numbers 91081 and 9108)
By combining the two inventions according to 2), a synergistic effect of the functions and effects of the two inventions, which are completely different from each other, is expected. Therefore, an operational effect that is one step further from the two basic inventions can be obtained. In the figure, the arrow during the diffusion of the curing agent indicates the direction of injection of the curing agent, and the arrow outside the figure indicates the direction of rotation of the injection rod 10 (the same applies hereinafter).

【0010】図4は、本件発明に係る第3実施例の概略
平面図を示したものである。即ち、噴射ノズル12が注
入ロッド10の回転方向に対して、掘削翼14に追随す
る形で設置されたものが、対照的に設置された状態を示
している。これは、同装置の単一のものを複数化したも
のであるから、同時出願にかかる別件発明(整理番号9
1081)を一歩進めた改良工法である。図5は、本件
発明に係る第4実施例を示したものである。即ち、複数
の掘削翼14を両側から挟む形で噴射ノズル12を各々
設けたものである。つまり、注入ロッド10の回転方向
に対して、掘削翼14に先行及び追随する形でそれぞれ
噴射ノズル12を設置したところに特徴がある。掘削翼
14に先行又は追随する噴射ノズルの作用効果を全て活
用したものということができる。
FIG. 4 is a schematic plan view of a third embodiment according to the present invention. That is, a state in which the injection nozzle 12 is installed so as to follow the excavation wing 14 with respect to the rotation direction of the injection rod 10 is shown in a symmetrically installed state. This is a single device of the same device, which is made into a plurality of devices.
1081). FIG. 5 shows a fourth embodiment according to the present invention. That is, the injection nozzles 12 are provided so as to sandwich the plurality of excavating blades 14 from both sides. That is, the injection nozzle 12 is characterized in that the injection nozzle 12 is installed in a manner that follows and follows the excavation wing 14 in the rotation direction of the injection rod 10. It can be said that all the effects of the injection nozzle preceding or following the excavation wing 14 are utilized.

【0011】[0011]

【発明の効果】本発明によれば、いわゆる従来技術及び
先行する技術以上に迅速且つ確実に大口径で均一且つ強
靭な地盤改良体を提供することができる。特に本装置で
は、掘削翼を注入ロッドに挿設し、且つ噴射ノズルを該
掘削翼の上部に設ける構成とすことにより、該掘削翼
をより強固に注入ロッドに固定することが可能となっ
た。更に本装置は、複数の掘削翼を有するがゆえに、注
入ロッド本休のバランスが保たれ、安定した造成工事が
可能となる一方、適用範囲が広く、多目的地盤改良工事
に活用することができる。例えば、建造物の基礎地盤支
持力の増強や地盤沈下防止あるいは切土、掘削斜面の滑
り防止並びに近接施工に伴う周辺地盤の変移防止等に特
に効果的である。
According to the present invention, a large-diameter, uniform and tough ground improvement body can be provided more quickly and more reliably than the so-called prior art and prior art. Especially with this device
Inserts the excavation wing into the injection rod and connects the injection nozzle to the injection rod.
By shall be the configuration in which the upper portion of the drilling wing, 該掘Kezutsubasa
Can be more firmly fixed to the injection rod
Was. Further, since the present apparatus has a plurality of excavating wings, the balance of the injection rod main rest is maintained, and stable construction work can be performed. On the other hand, the apparatus has a wide application range and can be used for multipurpose ground improvement work. For example, it is particularly effective for increasing the foundation support capacity of a building, preventing land subsidence, preventing cuts, excavation slopes from slipping, and preventing the surrounding ground from being displaced due to nearby construction.

【0012】[0012]

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

【図1】本発明の第1実施例を示す概略断面図である。FIG. 1 is a schematic sectional view showing a first embodiment of the present invention.

【図2】本発明の第2実施例を示す概略断面図である。FIG. 2 is a schematic sectional view showing a second embodiment of the present invention.

【図3】上記第2実施例の概略平面断面図である。FIG. 3 is a schematic plan sectional view of the second embodiment.

【図4】本発明に係る第3実施例に係る概略平面断面図
である。
FIG. 4 is a schematic plan sectional view according to a third embodiment of the present invention.

【図5】本発明に係る第4実施例の概略平面断面図であ
る。
FIG. 5 is a schematic plan sectional view of a fourth embodiment according to the present invention.

【符号の説明】[Explanation of symbols]

10 注入ロッド 11 注入管 12 噴射ノズル 13 硬化剤 14 掘削翼 15 ビット 16 挿設部 17 モニター部DESCRIPTION OF SYMBOLS 10 Injection rod 11 Injection pipe 12 Injection nozzle 13 Hardening agent 14 Drilling wing 15 Bit 16 Insertion part 17 Monitor part

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 硬化剤注入管(11)を内蔵すると共
に、前記硬化剤注入管(11)に連通する硬化剤の噴射
ノズル(12)、モニター部(17)、ビット(15)
並びに掘削翼(14)を有する硬化剤注入ロッド(1
0)を具備する地盤改良体造成装置において、掘削翼(14)は、ロッド長手軸直角方向に貫通するよ
う注入ロッド(10)に挿設され、該掘削翼(14)の
上部に噴射ノズル(12)を設けることを特徴とする大
口径強硬地盤改良体造成装置。
A hardener injection nozzle (12), a hardener injection nozzle (12), a monitor (17), and a bit (15) that have a built-in hardener injection pipe (11) and communicate with the hardener injection pipe (11 ).
And a hardener injection rod (1) having a drilling wing (14).
0) In the ground improvement body preparation device provided with 0), the excavation wing (14) penetrates in a direction perpendicular to the longitudinal axis of the rod.
The drilling wing (14).
A large-sized nozzle having an injection nozzle (12) provided at an upper part thereof.
Equipment for improving the diameter of hard ground.
JP3230705A 1991-06-04 1991-06-04 Large diameter hard ground improvement device Expired - Lifetime JP2627375B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3230705A JP2627375B2 (en) 1991-06-04 1991-06-04 Large diameter hard ground improvement device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3230705A JP2627375B2 (en) 1991-06-04 1991-06-04 Large diameter hard ground improvement device

Publications (2)

Publication Number Publication Date
JPH0641943A JPH0641943A (en) 1994-02-15
JP2627375B2 true JP2627375B2 (en) 1997-07-02

Family

ID=16912024

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3230705A Expired - Lifetime JP2627375B2 (en) 1991-06-04 1991-06-04 Large diameter hard ground improvement device

Country Status (1)

Country Link
JP (1) JP2627375B2 (en)

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5655315Y2 (en) * 1977-03-19 1981-12-24
JPS5948248B2 (en) * 1983-01-25 1984-11-26 株式会社 エヌ、アイ、テイ Ground improvement device using high pressure double injection
JP2503045B2 (en) * 1988-04-30 1996-06-05 利夫 福田 Mixing and stirring blade and method of using the same

Also Published As

Publication number Publication date
JPH0641943A (en) 1994-02-15

Similar Documents

Publication Publication Date Title
CN104790408A (en) Irregular foundation pit construction method
JP2020525676A (en) Auger vertical drilling system with trajectory correction device
JP2627375B2 (en) Large diameter hard ground improvement device
JP3714395B2 (en) Reinforcement method for the ground below existing structures
JP2573113B2 (en) Large diameter hard ground improvement device
JP2000234493A (en) Method for constructing face part earth retaining wall of shield starting shaft
JP2553423B2 (en) Large diameter hard ground improvement device
JP2020169455A (en) Construction method of soil cement continuous wall
JP3200240B2 (en) Filling method of self-hardening material in ground reinforcement method
JPS6254929B2 (en)
JP7401872B2 (en) Diagonal ground improvement construction machine and diagonal ground improvement method using the machine
JP2729940B2 (en) Drilling rig
JPS6038494B2 (en) Spinning top pile
JP6914885B2 (en) Excavation shape confirmation device and excavation shape confirmation method
JP2675858B2 (en) Vertical shaft excavation method
RU2367740C1 (en) Method of ground consolidation under buildings and facilities
JPH0627405B2 (en) Ready-made pile burying method
JPH0452833B2 (en)
JPH10205274A (en) Method of tunnel-bedrock pre-reinforcement construction from pilot heading
JPH07103552B2 (en) Joint between improved ground and Yamadome wall and its construction method
JPH0720239Y2 (en) Excavator Keliva Axial Fixture
JPH04336117A (en) Landslide protection stabilizing construction method
JPS6319645B2 (en)
KR20230053835A (en) A method of construction for reinforcement and landscape architecture to an incline plane
JPH0656016B2 (en) Pile embedding method

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

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

Free format text: PAYMENT UNTIL: 20090418

Year of fee payment: 12

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

Free format text: PAYMENT UNTIL: 20120418

Year of fee payment: 15

EXPY Cancellation because of completion of term
FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120418

Year of fee payment: 15