JPH08105285A - Excavating bucket - Google Patents
Excavating bucketInfo
- Publication number
- JPH08105285A JPH08105285A JP24421294A JP24421294A JPH08105285A JP H08105285 A JPH08105285 A JP H08105285A JP 24421294 A JP24421294 A JP 24421294A JP 24421294 A JP24421294 A JP 24421294A JP H08105285 A JPH08105285 A JP H08105285A
- Authority
- JP
- Japan
- Prior art keywords
- bucket
- auger
- claw
- bucket body
- sand
- 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
- 210000000078 claw Anatomy 0.000 claims abstract description 40
- 238000009412 basement excavation Methods 0.000 claims abstract description 29
- 239000013049 sediment Substances 0.000 claims abstract description 16
- 239000004576 sand Substances 0.000 claims description 53
- 239000002689 soil Substances 0.000 claims description 15
- 238000005553 drilling Methods 0.000 description 17
- 239000011435 rock Substances 0.000 description 5
- 238000010276 construction Methods 0.000 description 2
- 238000007599 discharging Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000000630 rising effect Effects 0.000 description 1
Landscapes
- Earth Drilling (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、コンクリート等の杭体
を構築する工法に使用する掘削用バケットに関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an excavating bucket used in a construction method for constructing piles such as concrete.
【0002】[0002]
【従来の技術】従来、掘削用バケットで、掘削土砂を収
容するバケット本体、並びに掘削用の多数の爪を有する
オーガー(掘削手段)とを採用する装置として、例え
ば、ドリリングバケットが周知である。この種ドリリン
グバケットは、通常回転軸(連結軸)に設けられた掘削
土砂取込み口を有する開閉自在の蓋体を有する中空状の
バケット本体と、当該バケット本体の蓋体に設けた多数
の爪と、で構成されている。したがって、爪で掘削した
土砂をバケット本体内に取込み、その後、ドリリングバ
ケットを掘削穴より脱外し、当該バケット本体に取込ん
だ土砂(取込み土砂)は、蓋体の開放を介して排土され
る構成となっている。2. Description of the Related Art Conventionally, for example, a drilling bucket is well known as a device that employs a bucket body for accommodating excavated soil and an auger (excavation means) having a large number of claws for excavation. This kind of drilling bucket has a hollow bucket main body having an openable / closable lid body having an excavated earth and sand intake port usually provided on a rotating shaft (connection shaft), and a large number of claws provided on the lid body of the bucket main body. ,,. Therefore, the earth and sand excavated by the claw is taken into the bucket body, and then the drilling bucket is removed from the excavation hole, and the earth and sand (taken earth and sand) taken into the bucket body is discharged through the opening of the lid. It is composed.
【0003】そして、同様な構成を採用し、かつ取込土
砂を効率よく排土する構成として、例えば、下記の先行
技術がある。(1)特開平6−50076号の岩盤穿孔
用ドリリングバケットで、その要旨は、回転軸の下端に
設けた底板に岩盤粉砕用のローラー部を有し、当該底板
より離間してドリリングバケットが前記回転軸にそって
昇降する構成であり、当該ドリリングバケット上昇時に
形成される排出口を利用して取込み土砂等を排出するこ
とを特徴とする。(2)特開平5−302487号の岩
盤穿孔用ドリリングバケットで、その要旨は、開閉式底
板を有するドリリングバケットの先端円周部に多数の切
刃を設けるとともに、前記底板に設けた粉砕土砂等の取
込み用の孔及び当該孔の周辺に案内爪並びに岩盤粉砕用
のローラ部を設けた構成であり、ローラ部及び切刃で粉
砕した土砂等を取込み用の孔を利用してドリリングバケ
ット内に取込むことを特徴とする。(3)特開平5−7
9268号の自動排土ドリリングバケットがあり、取込
み用の孔及び爪を有する底蓋を機械的操作により開閉す
る構成で、当該底蓋の開閉を確実になすことを特徴とす
る。The following prior art, for example, has been adopted as a structure adopting the same structure and efficiently discharging the taken-in earth and sand. (1) A drilling bucket for rock drilling according to Japanese Patent Laid-Open No. 6-50076, which has a bottom plate provided at a lower end of a rotary shaft having a roller portion for rock rock crushing, and the drilling bucket is spaced apart from the bottom plate to provide the drilling bucket. It is configured to move up and down along a rotary shaft, and is characterized in that the taken-in soil and the like are discharged using a discharge port formed when the drilling bucket is raised. (2) A drilling bucket for rock drilling according to Japanese Patent Laid-Open No. 5-302487, the gist of which is to provide a large number of cutting blades at the tip circumferential portion of a drilling bucket having an opening / closing bottom plate, and ground sand or the like provided on the bottom plate. It is a structure in which a guide claw and a roller part for crushing rock mass are provided around the hole for taking in and the hole, and using the hole for taking in earth and sand crushed by the roller part and the cutting blade into the drilling bucket. It is characterized by taking in. (3) JP-A-5-7
The No. 9268 automatic earth drilling bucket has a structure in which a bottom lid having an intake hole and a claw is opened and closed by a mechanical operation, and the bottom lid is reliably opened and closed.
【0004】[0004]
【発明が解決しようとする課題】以上で詳述した発明
は、ドリリングバケットは取込んだ土砂等の効率的な排
土を意図しており、掘削(粉砕)土砂をいかに効率よ
く、かつ大量に取込むかという技術については、何ら改
良されておらず、ここに問題点がある。この問題点の改
良は、効率的な掘削、及びこの掘削土砂の取込み、並び
にスムーズな穿孔作業にとっては、極めて大切な技術で
あり、その解決策が強く要望されている。In the invention described in detail above, the drilling bucket is intended to efficiently remove the earth and sand taken in, and how efficiently and in large quantities the excavated (crushed) earth and sand can be obtained. The technique of taking in has not been improved at all, and there is a problem here. The improvement of this problem is an extremely important technique for efficient excavation, uptake of this excavated soil, and smooth drilling work, and a solution thereof is strongly desired.
【0005】[0005]
【課題を解決するための手段】上記に鑑み、本発明は、
爪付オーガーによる効率的な掘削及び掘削土砂の取込み
を図りつつ、スムーズな穿孔作業等を達成すること、又
はバケット本体内の取込み土砂を、確実かつ簡易に排土
すること、等を目的として、下記の構成を採用する。In view of the above, the present invention provides
For the purpose of achieving smooth drilling work or the like while achieving efficient excavation by an auger with a claw and taking in excavated earth and sand, or reliably and easily ejecting the taken earth and sand in the bucket body, The following configuration is adopted.
【0006】即ち、本発明の掘削用バケットは、掘削側
に爪付オーガーを有する回転軸と、この回転軸に昇降自
在に設けられ、かつ前記爪付オーガーに套嵌されるバケ
ット本体と、このバケット本体が降下時に当該バケット
本体と前記爪付オーガーとの間に形成される掘削土砂の
取込み口と、前記バケット本体が上昇時に当該バケット
本体と前記爪付オーガーとの間に形成される排土空間
と、で構成される。That is, the excavating bucket of the present invention comprises a rotating shaft having an auger with a claw on the excavating side, a bucket main body which is provided on the rotating shaft so as to be able to move up and down, and is fitted over the auger with a claw. The excavated earth and sand intake formed between the bucket body and the auger with the claw when the bucket body descends, and the soil removal formed between the bucket body and the auger with the claw when the bucket body rises. It consists of space and.
【0007】また本発明は、土砂の取込みを、効率的か
つ確実に行い得ること、又は比較的大量の土砂を収容で
きること、等を目的として、下記の構成を採用する。Further, the present invention adopts the following constitution for the purpose of efficiently and surely taking in earth and sand, and being able to accommodate a relatively large amount of earth and sand.
【0008】即ち、本発明の掘削用バケットは、掘削側
に爪付オーガーを有する回転軸と、この回転軸に昇降自
在に設けられ、かつ前記爪付オーガーの一部に套嵌され
る土砂取込み用のバケット本体と、この土砂取込み用の
バケット本体が降下時に当該土砂取込み用のバケット本
体と前記爪付オーガーとの間に形成される掘削土砂の取
込み口と、前記土砂取込み用のバケット本体が上昇時に
当該土砂取込み用のバケット本体と前記爪付オーガーと
の間に形成される排土空間と、で構成される。That is, the excavation bucket of the present invention has a rotating shaft having an auger with a claw on the excavating side, and a soil and sand intake provided on the rotating shaft so as to be able to move up and down and fitted into a part of the auger with a claw. Bucket body for, and the bucket body for this earth and sand intake, when the bucket body for the earth and sand intake concerned and the auger with claws formed between the bucket body for the earth and sand intake and the bucket body for the earth and sand intake It is composed of a bucket body for taking in the earth and sand and a soil discharge space formed between the auger with the claws when rising.
【0009】[0009]
【作用】次に本発明の作用(掘削、排土等)について説
明する。先ず、図1〜図5に示す例では、重機より吊下
された掘削用バケットのバケット本体を降下させ、当該
バケット本体の下端より爪付オーガーが、例えば、僅か
突出する状況とする。そして、当該掘削用バケットの爪
で地中を掘削しつつ、この掘削土砂をオーガー部を介し
てバケット本体に順次取込んでいくとともに、オーガー
部の取込み押圧力を介して、バケット本体内で掘削土砂
を固める。これにより後述するように当該掘削用バケッ
トを掘削穴より脱外しても、原則として、取込み土砂が
爪付オーガーより落下する危険性がない構成となってい
る(勿論、土質により前記状況とならない場合も有り得
る。)。Next, the operation (excavation, earth removal, etc.) of the present invention will be described. First, in the example shown in FIGS. 1 to 5, the bucket main body of the excavation bucket suspended from the heavy machine is lowered, and the auger with claws is projected slightly from the lower end of the bucket main body, for example. Then, while excavating the ground with the claws of the excavation bucket, the excavated soil is sequentially taken into the bucket body through the auger section, and the excavation is performed in the bucket body through the uptake force of the auger section. Solidify the sand. As a result, as will be described later, even if the excavation bucket is removed from the excavation hole, as a general rule, there is no risk that the taken-in sand will fall from the auger with claws (of course, if the above situation does not occur due to the soil quality). It is also possible.).
【0010】以上の掘削、掘削土砂の取込み等の作業が
繰り返され、バケット本体内が取込み土砂で充填された
段階で、当該掘削用バケットを掘削穴より脱外するとと
もに、取込み土砂の排土場所及び車輌の荷台等に移動す
る。その後、バケット本体を上昇させオーガー部を開放
することにより、原則として、オーガー部に抱持されて
いる(捲装状に収容されている)取込み土砂は自然排土
される構成となっている。勿論、自然排土が困難な場合
は、他の排土操作、例えば、人的手段、自動排土手段等
が採用される。When the above-mentioned operations such as excavation and intake of excavated earth and sand are repeated and the inside of the bucket body is filled with the incorporated earth and sand, the excavation bucket is removed from the excavation hole, and the place where the taken-in earth and sand is discharged. And move to the loading platform of the vehicle. After that, the bucket body is lifted to open the auger portion, and as a general rule, the incorporated earth and sand held in the auger portion (stored in a wound shape) is naturally discharged. Of course, when natural earth unloading is difficult, other earth unloading operations such as human means and automatic earth unloading means are adopted.
【0011】次に、図6〜図8に示す例では、重機より
吊下された掘削用バケットのバケット本体を降下させ、
当該バケット本体の下端より爪付オーガーが、例えば、
僅か突出する状況とする。そして、当該掘削用バケット
の爪で地中を掘削しつつ、この掘削土砂をオーガー部を
介して、大きな空間を有する土砂取込み用のバケット本
体に順次取込んでいくとともに、オーガー部の取込み押
圧力を介して、土砂取込み用のバケット本体内に順次か
つスムーズに取込み、また確実かつ簡易に収容される。
また掘削削土砂は固められる。したがって、取込み土砂
が土砂取込み用のバケットとオーガー部との隙間より落
下する危険性がない構成となっている(勿論、土質によ
り前記状況とならない場合も有り得る。)。Next, in the example shown in FIGS. 6 to 8, the bucket main body of the excavation bucket suspended from the heavy equipment is lowered,
From the lower end of the bucket body, the auger with nails, for example,
The situation will be a little overhanging. While excavating the ground with the claws of the excavation bucket, the excavated earth and sand are sequentially taken in through the auger section to the bucket body for taking in the earth and sand, which has a large space, and the auger section takes in the pressing force. Through the via, and is sequentially and smoothly taken into the bucket body for taking in the earth and sand, and is reliably and easily accommodated.
In addition, excavated sand is solidified. Therefore, there is no risk that the taken-in sediment will fall from the gap between the bucket for taking in sediment and the auger portion (of course, the above situation may not occur depending on the soil quality).
【0012】以上の掘削、掘削土砂の取込み等の作業が
繰り返され、土砂取込み用のバケット本体の空間が取込
み土砂で充填された段階で、当該掘削用バケットを掘削
穴より脱外するとともに、取込み土砂の排土場所及び車
輌の荷台等に移動する。その後、土砂取込み用のバケッ
ト本体を上昇させオーガー部を開放することにより、原
則として、土砂取込み用のバケットに収容及びオーガー
部の一部に抱持されている(捲装状に収容されている)
取込み土砂は自然排土される構成となっている。勿論、
自然排土が困難な場合は、他の排土操作、例えば、人的
手段、自動排土手段等が採用される。[0012] The above-mentioned operations such as excavation and intake of excavated earth and sand are repeated, and when the space of the bucket main body for earth and sand intake is filled with intake earth and sand, the excavation bucket is removed from the excavation hole and taken in. Move to a place where earth and sand are discharged and a loading platform of the vehicle. After that, the bucket body for taking in sand and sand is lifted to open the auger portion, so that it is accommodated in the bucket for taking in sand and is held by a part of the auger portion as a rule (it is accommodated in a wound form). )
The soil taken in is naturally discharged. Of course,
When natural earth unloading is difficult, other earth unloading operations such as human means and automatic earth unloading means are adopted.
【0013】[0013]
【実施例】以下、本発明の一実施例を図面を参照として
説明する。先ず、図1〜図5に示す例は、中空状のバケ
ット本体1(一例である。)は回転軸2(連結軸、駆動
軸部材)に昇降自在に設けられており、当該昇降は油圧
手段、ワイヤー操作手段、リンク手段等の如く随意であ
る。そして前記回転軸2には爪付オーガー3が設けられ
ており、当該爪付オーガー3は前記バケット本体1で套
嵌される。尚、バケット本体1の降下時に、多数の爪3
1とオーガー部32の一部がバケット本体1の下端1a
より突出し、取込み口Aが形成され(図1参照)、また
バケット本体1の上昇時に、オーガー部32のほぼ全部
がバケット本体1の下端1aより突出し、排土空間Bが
形成される(図3参照)構成となっている(一例であ
る。)。尚、1bはバケット本体1の蓋部を示す。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. First, in the examples shown in FIGS. 1 to 5, a hollow bucket body 1 (an example) is provided on a rotating shaft 2 (a connecting shaft and a drive shaft member) so as to be able to move up and down, and the lifting is performed by a hydraulic means. , Wire operating means, linking means, etc. are optional. The rotary shaft 2 is provided with an auger 3 with a claw, and the auger 3 with a claw is fitted by the bucket body 1. When the bucket body 1 descends, a large number of claws 3
1 and a part of the auger portion 32 are the lower end 1a of the bucket body 1.
When the bucket body 1 rises, almost all of the auger portion 32 projects from the lower end 1a of the bucket body 1 to form an earth discharging space B (see FIG. 3). (See) is configured (an example.). In addition, 1b shows the lid part of the bucket body 1.
【0014】また前述の如く図1に示すようにバケット
本体1の降下時に、バケット本体1の下端1aとオーガ
ー部32との間には掘削土砂取込み用の取込み口Aが形
成される(一例である。)。尚、オーガー部32にシャ
ッター(図示せず)を設ける場合、又はバケット本体1
に切刃(図示せず)を設ける場合、等適宜設計変更され
る場合も有り得る。As described above, as shown in FIG. 1, when the bucket body 1 descends, an intake port A for taking in excavated sand is formed between the lower end 1a of the bucket body 1 and the auger portion 32 (in one example. is there.). Incidentally, when a shutter (not shown) is provided on the auger section 32, or when the bucket body 1
When a cutting blade (not shown) is provided, the design may be changed as appropriate.
【0015】次に、図6〜図8に示す例は、前述の例と
ほぼ同様であるが、土砂取込み用のバケット本体111
の下部111aには爪付オーガー3が一部挿設されてお
り、前記土砂取込み用のバケット本体111内には大き
な土砂取込み用の空間112が設けられており、この空
間112に掘削土砂が取り込まれる。また図示の如く、
爪付オーガー3は短寸に構成され、前述の如く、土砂取
込み用のバケット本体111内には大きな土砂取込み用
の空間112が形成される構造となっている。他の構成
は前述の例と同様である。Next, the example shown in FIGS. 6 to 8 is almost the same as the above-mentioned example, but the bucket body 111 for taking in sand and sand.
An auger 3 with a claw is partially inserted in the lower part 111a of the container, and a large space 112 for the intake of earth and sand is provided in the bucket body 111 for the intake of earth and sand. Be done. Also, as shown in the figure,
The claw auger 3 has a short size, and as described above, has a structure in which a large space 112 for taking in sand is formed in the bucket body 111 for taking in sand. Other configurations are the same as the above-mentioned example.
【0016】[0016]
【発明の効果】本発明は、以上で詳述した如く、爪付オ
ーガーを有する回転軸にバケット本体又は土砂取込み用
のバケット本体を昇降自在とし、当該バケット本体等の
降下時に取込み口が、また当該バケット本体等の上昇時
に排土空間が、それぞれ形成される構成であるので、下
記の効果を有する。As described in detail above, the present invention enables the bucket body or the bucket body for taking in dirt and sand to be raised and lowered on a rotating shaft having an auger with a claw, and the take-in port is Since the soil discharge space is formed when the bucket body or the like is raised, the following effects are obtained.
【0017】(1)爪付オーガーによる効率的な掘削
と、掘削土砂のスムーズな取込みが達成される。(1) Efficient excavation by an auger with a claw and smooth intake of excavated soil are achieved.
【0018】(2)前記効率的な掘削及び掘削土砂のス
ムーズな取込みを介して、効率的、合理的な穿孔作業が
達成される。(2) Efficient and rational drilling work is achieved through the efficient excavation and smooth intake of excavated soil.
【0019】(3)バケット本体の上昇を介して、確実
かつ効率的な取込み土砂の排土ができる。(3) It is possible to reliably and efficiently remove the taken-in earth and sand by raising the bucket body.
【0020】(4)土砂取込み用のバケット本体を設け
る構成では、確実、スムーズかつ効率的な土砂の取込み
を始めとして、その他大量の掘削土砂の取込みができる
実用的な効果を有する。(4) With the construction in which the bucket main body for taking in sediment is provided, there is a practical effect that a large amount of excavated sediment can be taken in, including reliable, smooth and efficient intake of earth and sand.
【図1】第一の発明の正面図である。FIG. 1 is a front view of the first invention.
【図2】第一の発明の底面図である。FIG. 2 is a bottom view of the first invention.
【図3】第一の発明のバスケット本体の上昇時を示す正
面図である。FIG. 3 is a front view showing when the basket body of the first invention is raised.
【図4】第一の発明の掘進状況を示す縮尺した断面模式
図である。FIG. 4 is a schematic cross-sectional view showing the progress of excavation of the first invention.
【図5】第一の発明の掘削穴よりの脱外状況を示す縮尺
した断面模式図である。FIG. 5 is a schematic cross-sectional view showing a state of removal from the excavation hole of the first invention.
【図6】第二の発明の正面視した断面図である。FIG. 6 is a front sectional view of a second invention.
【図7】第二の発明の土砂の取込み状況を示す断面模式
図である。FIG. 7 is a schematic cross-sectional view showing the state of soil and sand taken in according to the second invention.
【図8】第二の発明のバスケット本体の上昇時を示す断
面模式図である。FIG. 8 is a schematic cross-sectional view showing a raised state of the basket body of the second invention.
1 バケット本体 1a 下端 1b 蓋部 2 回転軸 3 爪付オーガー 31 爪 32 オーガー 111 土砂取込み用のバケット本体 111a 下部 112 空間 A 取込み口 B 排土空間 1 Bucket Main Body 1a Lower End 1b Lid 2 Rotating Shaft 3 Claw Auger 31 Claw 32 Auger 111 Bucket Main Body for Sediment Intake 111a Lower 112 Space A Intake B B Discharge Space
Claims (3)
と、 この回転軸に昇降自在に設けられ、かつ前記爪付オーガ
ーに套嵌されるバケット本体と、 このバケット本体が降下時に当該バケット本体と前記爪
付オーガーとの間に形成される掘削土砂の取込み口と、 前記バケット本体が上昇時に当該バケット本体と前記爪
付オーガーとの間に形成される排土空間と、 で構成される掘削用バケット。1. A rotating shaft having a claw auger on the excavating side, a bucket main body which is provided to be movable up and down on the rotating shaft and is fitted into the claw auger, and the bucket main body when the bucket main body descends. And an auger with a claw, and an excavation earth and sand intake port formed between the bucket body and the auger with a claw when the bucket body rises. Bucket.
と、 この回転軸に昇降自在に設けられ、かつ前記爪付オーガ
ーの一部に套嵌される土砂取込み用のバケット本体と、 この土砂取込み用のバケット本体が降下時に当該土砂取
込み用のバケット本体と前記爪付オーガーとの間に形成
される掘削土砂の取込み口と、 前記土砂取込み用のバケット本体が上昇時に当該土砂取
込み用のバケット本体と前記爪付オーガーとの間に形成
される排土空間と、 で構成される掘削用バケット。2. A rotary shaft having an auger with a claw on the excavation side, a bucket main body which is provided on the rotary shaft so as to be able to move up and down, and is fitted onto a part of the auger with a claw for taking in sand and sand. When the bucket body for taking in is descending, the bucket body for taking in excavated sand formed between the bucket body for taking in the sediment and the auger with the claw, and the bucket body for taking in the sediment when the bucket body for taking up the sand is raised. An excavation bucket including a soil discharge space formed between the main body and the auger with a claw.
ッターを付設する構成とした請求項1又は請求項2の掘
削用バケット。3. The excavating bucket according to claim 1, wherein a shutter is attached to the auger portion of the auger with a claw.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP24421294A JPH08105285A (en) | 1994-10-07 | 1994-10-07 | Excavating bucket |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP24421294A JPH08105285A (en) | 1994-10-07 | 1994-10-07 | Excavating bucket |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH08105285A true JPH08105285A (en) | 1996-04-23 |
Family
ID=17115426
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP24421294A Pending JPH08105285A (en) | 1994-10-07 | 1994-10-07 | Excavating bucket |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH08105285A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2015108282A (en) * | 2014-09-03 | 2015-06-11 | 有限会社清和実業 | Auger screw |
| JP2020084747A (en) * | 2018-11-27 | 2020-06-04 | 广州崢航机械設備有限公司 | Soil layer thrusting device for building construction |
| JP2020084749A (en) * | 2018-11-27 | 2020-06-04 | 广州崢航机械設備有限公司 | Soil thrusting device |
| JP2020084748A (en) * | 2018-11-27 | 2020-06-04 | 佛山単常科技有限公司 | Plunge equipment |
-
1994
- 1994-10-07 JP JP24421294A patent/JPH08105285A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2015108282A (en) * | 2014-09-03 | 2015-06-11 | 有限会社清和実業 | Auger screw |
| JP2020084747A (en) * | 2018-11-27 | 2020-06-04 | 广州崢航机械設備有限公司 | Soil layer thrusting device for building construction |
| JP2020084749A (en) * | 2018-11-27 | 2020-06-04 | 广州崢航机械設備有限公司 | Soil thrusting device |
| JP2020084748A (en) * | 2018-11-27 | 2020-06-04 | 佛山単常科技有限公司 | Plunge equipment |
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