JPH0322482B2 - - Google Patents
Info
- Publication number
- JPH0322482B2 JPH0322482B2 JP17319483A JP17319483A JPH0322482B2 JP H0322482 B2 JPH0322482 B2 JP H0322482B2 JP 17319483 A JP17319483 A JP 17319483A JP 17319483 A JP17319483 A JP 17319483A JP H0322482 B2 JPH0322482 B2 JP H0322482B2
- Authority
- JP
- Japan
- Prior art keywords
- sand
- cylindrical body
- earth
- compacted
- piles
- 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
Links
- 239000004576 sand Substances 0.000 claims description 59
- 239000002689 soil Substances 0.000 claims description 5
- 238000010276 construction Methods 0.000 description 10
- 238000005056 compaction Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 230000007423 decrease Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
- E02D3/106—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains by forming sand drains containing only loose aggregates
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Description
【発明の詳細な説明】
この発明は締固め砂杭造成用筒体に関し、特に
軟弱地盤の地盤改良工法でねじり振動を含む複合
振動を加えて砂杭を造成する場合に好適な締固め
砂杭造成用筒体に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a cylindrical body for constructing compacted sand piles, and is particularly suitable for constructing sand piles by applying complex vibrations including torsional vibrations in soil improvement methods for soft ground. This relates to a cylindrical body for construction.
従来、N値の小さい地盤に適用される工法とし
て、例えばバイブロコンポーザー工法、バイブロ
フローテーシヨン工法等各種の工法が提供されて
いる。 Conventionally, various construction methods such as the vibrocomposer construction method and the vibroflotation construction method have been provided as construction methods applied to ground with a small N value.
しかし、これらの従来工法は、改良する地盤を
強制置換等により地盤の密度増大をはかる工法で
あつて、地震力等の水平振動に対する耐力は増強
できないという欠点があつた。 However, these conventional construction methods aim to increase the density of the ground by forcibly replacing the ground to be improved, and have the disadvantage that they cannot increase the resistance to horizontal vibrations such as earthquake forces.
このため、本件出願人は改良すべき地盤或いは
砂杭に垂直方向の外力に加え水平方向のねじり振
動を与えて地盤に応力や剪断履歴等を与える地盤
改良工法を開発し、特公昭56−49250号公報等で
すでに提供している。 For this reason, the applicant has developed a ground improvement method that applies horizontal torsional vibration in addition to vertical external force to the ground or sand piles to be improved, thereby creating stress and shear history in the ground. It has already been provided in the issue of the bulletin.
同公報に開示された工法は、砂杭打設用筒体の
先端部外側面に複数の羽根部材を固着し、これを
土中の所定の深度まで貫入した後、筒体内に土砂
を投入し、筒体を所定量上昇させ、内部の砂を先
端側から筒体の外側面まで廻り込ませて、筒体の
先端部で垂直方向の振動を加えるとともに、前記
羽根部材に筒体を介して交番ねじり振動を加え水
平方向の振動をも加える工法であつて、造成され
た砂杭間の水平耐力を増強できるものである。 The method disclosed in the publication involves fixing a plurality of blade members to the outer surface of the tip of a cylindrical body for sand pile driving, penetrating the blades into the soil to a predetermined depth, and then pouring earth and sand into the cylindrical body. , the cylindrical body is raised by a predetermined amount, the sand inside is passed around from the tip side to the outer surface of the cylindrical body, vibration is applied in the vertical direction at the tip of the cylindrical body, and the sand is applied to the blade member through the cylindrical body. This is a construction method that applies alternating torsional vibration as well as horizontal vibration, and can increase the horizontal strength between the constructed sand piles.
しかしながら、本件発明者らは、その後上記工
法を詳細に詳細に検討したところ以下の点に改良
の余地があることを知得した。 However, the present inventors subsequently studied the above construction method in detail and found that there was room for improvement in the following points.
すなわち、締固め砂杭造成用の土砂は筒体の上
端側からしか供給できないため、羽根部材でねじ
り振動を加えられ締固められる土砂が、筒体の外
側面の羽根部材の上端まで十分に廻り込まず、ね
じり振動が効果的に土砂に伝達されず、造成され
る砂杭間の水平耐力の強化が十分に行なわれない
場合があること、および、筒体を介して羽根部材
に所定の周期で交番するねじり振動加えると、羽
根部材のねじり方向と逆方向、すなわち羽根部材
の前後面に空間部を生じ、このことによつても水
平耐力の増強が意図したほどなされないことが判
明した。 In other words, since the earth and sand for compacting sand pile construction can only be supplied from the upper end of the cylinder, the earth and sand that is compacted by torsional vibration applied by the blade member is sufficiently circulated to the upper end of the blade member on the outer surface of the cylinder. If the sand piles are not loaded, torsional vibrations will not be effectively transmitted to the earth and sand, and the horizontal strength between the sand piles will not be sufficiently strengthened. It has been found that when alternating torsional vibrations are applied to the blade member, a space is created in the direction opposite to the torsional direction of the blade member, that is, on the front and rear surfaces of the blade member, and that this also does not increase the horizontal strength as intended.
この発明は、上述した如き知得に基づいてなさ
れたものであつて、その目的とするところは、砂
杭打設用筒体に開閉可能な透孔を形成し、筒体に
ねじり振動が加えられた時に生ずる空間部にこの
透孔を介して土砂を供給することで、砂杭造成時
の土砂の廻り込み不足を解消するとともに、ねじ
り振動を確実かつ有効に締固める土砂に伝達し、
このことにより締固め砂杭間の水平耐力が確実に
向上できる締固め砂杭造成用筒体を提供するとこ
ろにある。 This invention has been made based on the above-mentioned knowledge, and its purpose is to form a through hole that can be opened and closed in a cylindrical body for driving sand piles, and to apply torsional vibration to the cylindrical body. By supplying earth and sand through this hole into the space created when sand piles are created, it is possible to solve the problem of insufficient circulation of earth and sand when constructing sand piles, and to reliably and effectively transmit torsional vibrations to the earth and sand to be compacted.
Thereby, it is an object of the present invention to provide a cylindrical body for constructing compacted sand piles that can reliably improve the horizontal strength between the compacted sand piles.
上記目的を達成するため、この発明は、一端部
外側面に複数の羽根部材を固着し、水平方向のね
じり振動を含む複合振動を加え内部に収納した土
砂および周辺の土砂を締固めて砂杭を造成する砂
杭打設用筒体において、前記羽根部材のそれぞれ
の上端近傍に筒体を貫通して穿設された透孔と、
この透孔を開閉する移動蓋とを配設し、前記筒体
にねじり振動を加えた時に羽根部材と締固め土砂
との間に生ずる空間に前記透孔を介して前記筒体
内の土砂を供給するようにしてなることを特徴と
する。 In order to achieve the above object, the present invention fixes a plurality of blade members to the outer surface of one end, applies complex vibrations including horizontal torsional vibration, and compacts the earth and sand stored inside and the surrounding earth and sand. In the cylindrical body for driving sand piles for creating a sand pile, a through hole bored through the cylindrical body near the upper end of each of the blade members;
A movable lid that opens and closes this through hole is provided, and the earth and sand in the cylinder is supplied through the through hole into the space that is created between the blade member and the compacted earth and sand when torsional vibration is applied to the cylinder. It is characterized by the fact that it becomes like that.
以下、この発明の好適な実施例を添付図面を参
照して説明する。 Hereinafter, preferred embodiments of the present invention will be described with reference to the accompanying drawings.
第1図a,bはこの発明に係る締固め砂杭造成
用筒体の一実施例を示すものである。 FIGS. 1a and 1b show an embodiment of a cylindrical body for constructing compacted sand piles according to the present invention.
同図に示す筒体10は、内部が中空な円筒状に
形成され、最上端をロープ12でクレーン等に吊
下げられるとともに、下端部にはこの筒体10の
軸方向に沿つて延長し、且つ径方向に突出する平
板状の羽根部材12,12が周方向に等間隔とな
るように複数固着されている。 The cylindrical body 10 shown in the figure is formed into a cylindrical shape with a hollow interior, and is suspended from a crane or the like by a rope 12 at the uppermost end, and has a lower end extending along the axial direction of the cylindrical body 10. A plurality of flat plate-shaped blade members 12, 12 protruding in the radial direction are fixed at equal intervals in the circumferential direction.
上記筒体10の上端側には内部に締固め砂杭造
成用の土砂16を投入する固定シユート18およ
び移動シユート20を備え、これらのシユート1
8,20の上方には筒体10に水平方向の交番ね
じり振動を加えるためのねじり振動機21および
筒体10に垂直方向の上下振動を加えるための垂
直振動機22、さらにこれらの振動機21,22
を駆動するための電動機24が積層状態で載荷さ
れており、これらの構成は従来のこの種の筒体と
同じものであるが、同図に示す筒体10は以下に
示す点に特徴を有する。 The upper end side of the cylindrical body 10 is provided with a fixed chute 18 and a movable chute 20 into which earth and sand 16 for compaction sand pile construction are introduced, and these chute 1
Above the cylinders 8 and 20 are a torsional vibrator 21 for applying horizontal alternating torsional vibrations to the cylinder 10 and a vertical vibrator 22 for applying vertical vibrations to the cylinder 10; ,22
Electric motors 24 for driving the cylinders are loaded in a stacked state, and these structures are the same as those of conventional cylinders of this type, but the cylinder 10 shown in the same figure has the following features. .
すなわち、第1図bはその一部を拡大して示す
ように、上記羽根部材14の上端近傍に上記筒体
10を径方向に貫通する透孔30を穿設するとと
もに、この透孔30の上方に油或いは空気で筒体
10の上端側から駆動操作されるシリンダー34
を、筒体10の外側面に固設し、このシリンダー
で伸縮されるプランジヤー36の一端を、羽根部
材14を筒体10に固着した個所に設けたガイド
孔32内に挿通するとともに、このプランジヤー
36に移動蓋38を固着している。 That is, as shown in a partially enlarged view in FIG. The cylinder 34 is driven upward from the upper end side of the cylindrical body 10 with oil or air.
is fixed to the outer surface of the cylindrical body 10, and one end of a plunger 36, which is expanded and contracted by this cylinder, is inserted into a guide hole 32 provided at a location where the blade member 14 is fixed to the cylindrical body 10, and this plunger A movable lid 38 is fixed to 36.
上記移動蓋38は定常状態すなわち筒体10の
貫入・引抜時或いは垂直振動のみを加える場合に
は、上記透孔30上に位置させこれを閉塞してお
き、筒体10に上記ねじり振動機21でねじり振
動を加える場合にのみシリンダー34を駆動して
透孔30を開口する。 In a steady state, that is, when the cylindrical body 10 is inserted or pulled out, or when only vertical vibration is applied, the movable lid 38 is positioned over the through hole 30 to close it. The cylinder 34 is driven to open the through hole 30 only when torsional vibration is applied.
さて、上述の如き構成からなる筒体10にあつ
ては、これを適宜手段で土中の所定深度まで貫入
した後、上記移動シユート20および固定シユー
ト18を介して締固め砂杭造成用土砂を筒体10
内に収納して、上記振動機21,22を用いて、
垂直方向の上下振動と水平方向のねじり振動を同
時或いは交互に加える場合において、特にねじり
振動を加えた時に上記羽根部材14,14と締固
められる土砂との間に生じる空間部に上記シリン
ダー34を駆動して移動蓋38を上方に移動させ
ることで透孔30を介して筒体10内に収納され
た土砂を供給することができるため、締固め砂杭
用の土砂の廻り込みが不足した場合でも、透孔3
0から供給された土砂がねじり振動に伴つて羽根
部材14,14の外側に廻り込み、廻り込み不足
が確実に防止される。 Now, in the case of the cylindrical body 10 having the above-mentioned structure, after penetrating it into the soil to a predetermined depth by an appropriate means, compacted sand pile-building soil is applied via the movable chute 20 and the fixed chute 18. Cylindrical body 10
using the vibrators 21 and 22,
In the case where vertical vibration in the vertical direction and torsional vibration in the horizontal direction are applied simultaneously or alternately, the cylinder 34 is placed in the space created between the blade members 14, 14 and the earth and sand to be compacted, especially when the torsional vibration is applied. By driving and moving the movable lid 38 upward, the earth and sand stored in the cylinder body 10 can be supplied through the through hole 30, so if the earth and sand for the compaction sand pile is insufficiently circulated. But through hole 3
The earth and sand supplied from 0 circulate around the outside of the blade members 14, 14 with the torsional vibration, and insufficient circulation is reliably prevented.
また、このことはねじり振動を羽根部材14,
14の全面を介して締固め砂杭形成土砂および周
囲の土砂に伝達することができるため、これらの
水平耐力を確実に増強することができる。 Moreover, this means that the torsional vibration is transmitted to the blade member 14,
Since the compacted sand can be transmitted to the pile-forming earth and sand and the surrounding earth and sand through the entire surface of the pile 14, the horizontal strength of these can be reliably increased.
さらに、ねじり振動による空間部は形成される
砂杭の水平強度が高まるとともに小さくなり、従
つて、この部分に供給する土砂の量は順次減少す
る。 Furthermore, the space created by torsional vibration becomes smaller as the horizontal strength of the sand pile increases, and therefore the amount of earth and sand supplied to this space gradually decreases.
このことは、例えば土砂の供給量を筒体10内
の砂面を検出することで計測すれば、造成される
砂杭の締固め強度を管理できることになる。 This means that, for example, if the supply amount of earth and sand is measured by detecting the sand surface within the cylinder 10, the compaction strength of the sand pile to be constructed can be managed.
なお、上記実施例においては上記透孔30を開
閉するシリンダー34等を筒体10の外側面に設
ける場合を示したが、これを筒体10の内側面に
設けることも勿論可能である。 In the above embodiment, the cylinder 34 and the like for opening and closing the through hole 30 are provided on the outer surface of the cylindrical body 10, but it is of course possible to provide this on the inner surface of the cylindrical body 10.
第2図はこの発明に係る締固め砂杭造成用筒体
の他の実施例を示すものである。 FIG. 2 shows another embodiment of the cylindrical body for constructing compacted sand piles according to the present invention.
以下、同図に示す筒体10の特徴点についての
み説明する。この実施例においては、上記筒体1
0に穿設し透孔30にノズル状の先端が開口する
パイプ40を筒体10の内側面に沿つて上端まで
延長して付設し、透孔30が開口され、内部に収
納した土砂を空間部に送出する際に、このパイプ
40に圧縮空気を送出し、この空気の流れに沿つ
て土砂を空間部に供給する。このような構成にお
いても上記実施例と同様な作用効果を奏するとと
もに、パイプ40に送出される圧縮空気でもつて
筒体10内に収納された土砂を迅速かつ確実に空
間部に供給することができるという効果も奏する
ことができる。 Hereinafter, only the characteristic points of the cylindrical body 10 shown in the figure will be explained. In this embodiment, the cylindrical body 1
A pipe 40 with a nozzle-shaped tip opened in the through hole 30 is attached and extended along the inner surface of the cylindrical body 10 to the upper end. When sending out compressed air to the space, compressed air is sent to this pipe 40, and the earth and sand are supplied to the space along the flow of this air. Even in such a configuration, the same effects as in the above embodiment can be achieved, and the compressed air sent to the pipe 40 can quickly and reliably supply the earth and sand stored in the cylinder 10 to the space. This effect can also be achieved.
なお、この場合、上記パイプ40の先端に常閉
型の逆止弁を装着し、パイプ40内に土砂の侵入
を防止することも可能である。 In this case, it is also possible to install a normally closed check valve at the tip of the pipe 40 to prevent dirt from entering the pipe 40.
以上実施例で詳細に説明したように、この発明
に係る締固め砂杭造成用筒体にあつては、ねじり
振動を確実に締固める土砂に伝達し、このことに
より締固め砂杭間の水平耐力を確実に向上させる
ことができる。 As explained in detail in the embodiments above, the cylinder body for constructing compacted sand piles according to the present invention reliably transmits torsional vibration to the earth and sand to be compacted, thereby ensuring horizontal alignment between the compacted sand piles. It is possible to reliably improve the proof strength.
第1図はこの発明に係る締固め砂杭造成用筒体
の一実施例を示すもので、同図aはその全体図、
同図bは同図aの要部拡大斜視図である。第2図
はこの発明の他の実施例を示す要部断面図であ
る。
10……筒体、12……ロープ、14……羽根
部材、16……土砂、18……固定シユート、2
0……移動シユート、21……ねじり振動機、2
2……垂直振動機、24……電動機、30……透
孔、32……ガイド孔、34……シリンダー、3
6……プランジヤー、38……移動蓋、40……
パイプ。
Fig. 1 shows an embodiment of a cylindrical body for constructing compacted sand piles according to the present invention, and Fig. 1a shows its overall view;
Figure b is an enlarged perspective view of the main part of figure a. FIG. 2 is a sectional view of a main part showing another embodiment of the present invention. 10... Cylindrical body, 12... Rope, 14... Wing member, 16... Earth and sand, 18... Fixed chute, 2
0...Moving chute, 21...Torsional vibrator, 2
2... Vertical vibrator, 24... Electric motor, 30... Through hole, 32... Guide hole, 34... Cylinder, 3
6... Plunger, 38... Moving lid, 40...
pipe.
Claims (1)
中に貫入されて土砂を内部に収納し、水平方向の
ねじり振動と上下振動とを加えられ該土砂および
周囲の土砂を締固めて砂杭を造成する筒体におい
て、該羽根部材のそれぞれの上端近傍に該筒体を
貫通して穿設された透孔と、該透孔を開閉する移
動蓋とを配設し、該筒体にねじり振動を加えた時
に該羽根部材と締固める土砂との間に生ずる空間
部に該透孔を介して該筒体内の土砂を供給するよ
うにしてなることを特徴とする締固め砂杭造成用
筒体。1 A plurality of blade members are fixed to the outer surface of one end, penetrate into the soil, store the earth and sand inside, and apply horizontal torsional vibration and vertical vibration to compact the earth and sand and the surrounding earth and sand. In the cylindrical body for constructing piles, a through hole bored through the cylindrical body is provided near the upper end of each of the blade members, and a movable cover for opening and closing the through hole is arranged, For constructing compacted sand piles, characterized in that the earth and sand inside the cylindrical body is supplied through the through holes into the space created between the blade member and the earth and sand to be compacted when torsional vibration is applied. Cylindrical body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17319483A JPS6065815A (en) | 1983-09-21 | 1983-09-21 | Cylindrical body for preparing compaction sand pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17319483A JPS6065815A (en) | 1983-09-21 | 1983-09-21 | Cylindrical body for preparing compaction sand pile |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6065815A JPS6065815A (en) | 1985-04-15 |
| JPH0322482B2 true JPH0322482B2 (en) | 1991-03-27 |
Family
ID=15955836
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP17319483A Granted JPS6065815A (en) | 1983-09-21 | 1983-09-21 | Cylindrical body for preparing compaction sand pile |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6065815A (en) |
-
1983
- 1983-09-21 JP JP17319483A patent/JPS6065815A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6065815A (en) | 1985-04-15 |
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