JPH05106222A - Embedding method for wooden pile - Google Patents

Embedding method for wooden pile

Info

Publication number
JPH05106222A
JPH05106222A JP26945591A JP26945591A JPH05106222A JP H05106222 A JPH05106222 A JP H05106222A JP 26945591 A JP26945591 A JP 26945591A JP 26945591 A JP26945591 A JP 26945591A JP H05106222 A JPH05106222 A JP H05106222A
Authority
JP
Japan
Prior art keywords
wooden
wooden pile
pile
ground
hole
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.)
Granted
Application number
JP26945591A
Other languages
Japanese (ja)
Other versions
JPH086318B2 (en
Inventor
Satoshi Sugawara
聰 菅原
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP3269455A priority Critical patent/JPH086318B2/en
Publication of JPH05106222A publication Critical patent/JPH05106222A/en
Publication of JPH086318B2 publication Critical patent/JPH086318B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Piles And Underground Anchors (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

PURPOSE:To use a wooden pile practically without requiring foundation deeper than required and without generating environmental pollution. CONSTITUTION:Excavated earth and solidifying material are agitated to be mixed with each other, and in ground, a concreting body S is formed, and after that, in the concreting body S before hardened, a wooden pile P is driven, or an excavated hole H is filled up with fixed solution 7 containing the solidifying material, and after that, in the fixed solution 7 before hardened, the wooden pile P is driven to be embedded in the excavated hole H. By setting the wooden pile P in a state that it is covered with the concreting body S and the fixed solution 7, the wooden pile P is used effectively and practically without need for constructing a foundation deeper than required, and without relying on antiseptics and anticorrosives, and without bring controlled by the depth of an underground water position.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は木杭の常水位以上での
使用を可能にする、木杭の埋設方法に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for burying wooden piles, which enables the wooden piles to be used above the normal water level.

【0002】[0002]

【従来技術及び発明が解決しようとする課題】木杭は木
材資源の枯渇化やコンクリート杭の普及に伴い、現在で
は使用される頻度が低下しているが、取り扱いが簡便
で、コストが低い等の利点を持つことから、大きな支持
力を必要としない住宅規模の建物の杭基礎にはなお、使
用される場合が少なくない。
BACKGROUND OF THE INVENTION Wooden piles are now used less frequently due to depletion of wood resources and the spread of concrete piles, but they are easy to handle and low in cost. Because of its advantages, it is still used in pile foundations for residential-scale buildings that do not require large bearing capacity.

【0003】木杭は地下水位以上に埋設された場合に細
菌や微生物の発生等により容易に腐朽し、支持力が失わ
れるため適用深度は常水位以下に特定されている。
When the wooden pile is buried above the groundwater level, it easily decays due to the generation of bacteria and microorganisms and loses its bearing capacity, so the applicable depth is specified below the normal water level.

【0004】しかしながら、地下水位は環境の変化によ
って変動があることから、木杭を完全に常水位以下に埋
設するには基礎の底面を深く位置させる必要があり、そ
のためにはフーチング基礎の場合はその高さを必要耐力
に対して不必要に大きく取る、またべた基礎の場合は構
造上の要求に反しながら地下室を設ける等、木杭の使用
には従来、常に基礎の不経済な設計を伴う。
However, since the groundwater level fluctuates due to changes in the environment, it is necessary to deeply locate the bottom surface of the foundation in order to completely bury the wooden pile below the normal water level. The use of wooden piles has always involved an uneconomical design of the foundation, such as taking the height unnecessarily large relative to the required proof strength, and in the case of a solid foundation, installing a basement against the structural requirements. ..

【0005】基礎の底面を深くすることに代え、防腐剤
や防蝕剤を含浸,あるいは塗布することにより木杭自身
に耐蝕性を持たせる方法もあるが、防腐剤や防蝕剤が地
下水中に溶解し、公害発生の原因となる恐れがあり、木
杭の使用は実質的に困難な状況にあるのが実情である。
There is also a method of making a wooden pile itself have corrosion resistance by impregnating or applying an antiseptic agent or an anticorrosive agent instead of making the bottom of the foundation deep, but the antiseptic agent or the anticorrosive agent is dissolved in groundwater. However, the use of wooden piles is actually difficult because it may cause pollution.

【0006】この発明はこうした木杭を用いる場合の実
情を踏まえてなされたもので、不経済な基礎を要せず、
また公害を発生することなく木杭を活用する埋設方法を
新たに提案しようとするものである。
The present invention has been made in view of the actual situation when using such wooden piles, and does not require an uneconomical foundation,
In addition, we are going to propose a new burying method that utilizes wooden piles without causing pollution.

【0007】[0007]

【課題を解決するための手段】本発明では地盤改良工法
の、掘削土砂と固化材の攪拌,混合により造成される固
結体中に木杭を埋設して木杭を固結体で被覆することに
より、もしくは穿設された削孔中に固化材を含む固定液
を充填し、この固定液中に木杭を埋設して木杭を固定液
で被覆することにより、従来の不必要に深い基礎の構築
を要することなく、また防腐剤や防蝕剤に依存すること
なく地下水位の深さに支配されずに有効に木杭を活用す
る。
According to the present invention, a wooden pile is embedded in a solidified body formed by stirring and mixing excavated soil and solidifying material in the ground improvement method, and the wooden pile is covered with the solidified body. Or by filling the fixing liquid containing the solidifying material into the drilled holes and burying the wooden pile in this fixing liquid and coating the wooden pile with the fixing liquid To effectively utilize wooden piles without the need to build a foundation, and without depending on preservatives or anticorrosion agents, without being controlled by the depth of the groundwater level.

【0008】固結体を造成する場合は、周面に攪拌翼が
突設された掘削ロッドの掘進時に切削された掘削土砂
と、掘削ロッドの先端より吐出される固化材を攪拌,混
合して地中に固結体を造成した後、この固結体中にその
硬化前に木杭を打ち込み、その周囲を全長に亘って固結
体で被覆した状態で固結体を硬化させ、木杭を定着させ
る。
In the case of forming a solidified body, the excavated earth and sand cut at the time of excavation of the excavating rod having the stirring blade projecting on the peripheral surface and the solidified material discharged from the tip of the excavating rod are stirred and mixed. After forming a solidified body in the ground, drive a wooden pile into the solidified body before hardening, and harden the solidified body with the surroundings covered with the solidified body over the entire length, Fix it.

【0009】削孔中に埋設する場合は、掘削ロッドを目
標深度まで掘進させて地盤中に削孔を穿設し、削孔中に
固化材を含む固定液を充填した後、この固定液中にその
硬化前に木杭を打ち込み、その周囲を固定液で被覆した
状態で固定液を硬化させ、木杭を定着させる。
In the case of embedding in a drilling hole, the drilling rod is dug to a target depth to drill a drilling hole in the ground, and the drilling hole is filled with a fixative containing a solidifying material, and then in this fixative. A wooden stake is driven in before the hardening, and the fixing liquid is hardened in a state where the surroundings are covered with the fixing liquid to fix the wooden stake.

【0010】固化材はセメント系材料であることから、
硬化時に収縮することにより木杭の周面を被覆して保護
し、またセメントの硬化体である固結体や固定液の硬化
体が主にカルシウムイオンにより高いアルカリ性を示す
ことから、微生物や細菌,害菌類に対する抵抗力、すな
わち防蝕効果が高く、地下水位の深さに拘わらず木杭は
建物の耐用年限の間腐食や腐朽に至ることなく支持力を
維持する。
Since the solidifying material is a cement material,
By contracting during curing, it covers and protects the peripheral surface of the wooden pile, and because the solidified body that is the hardened body of cement and the hardened body of the fixing liquid show high alkalinity mainly due to calcium ions, microorganisms and bacteria , It has high resistance to harmful fungi, that is, anticorrosion effect, and wooden piles maintain bearing capacity regardless of the depth of the groundwater level without corrosion or decay during the useful life of the building.

【0011】木杭は全長がセメント硬化体に被覆され、
保護されることにより地下水位の深さに影響を受けるこ
とがなくなるため、深い基礎を必要とせず、その経済的
な設計を可能にし、また防腐剤や防蝕剤の塗布の必要も
なくなる結果、公害の発生を回避する。
The entire length of the wooden pile is covered with a hardened cement body,
As it is protected from being affected by the depth of the groundwater level, it does not require a deep foundation, enables its economical design, and eliminates the need for preservatives and anticorrosion agents, resulting in pollution. To avoid the occurrence of.

【0012】[0012]

【実施例】以下本発明を一実施例を示す図面に基づいて
説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to the drawings showing an embodiment.

【0013】この発明は掘削土砂と固化材を攪拌,混合
して造成される固結体S中に木杭Pを打ち込むことによ
り、もしくは削孔H内に充填された固化材を含む固定液
7中に木杭Pを打ち込むことにより地下水位の深さに関
係なく、木杭Pを保護した状態で埋設する方法である。
According to the present invention, the fixing liquid 7 containing the solidifying material filled in the drilled hole H is formed by driving the wooden pile P into the solidified body S formed by stirring and mixing the excavated sand and the solidifying material. This is a method in which the wooden pile P is buried in a protected state regardless of the depth of the groundwater level by driving the wooden pile P therein.

【0014】始めに請求項1記載の発明を説明する。こ
の方法は地盤の掘削とともに、掘削土砂と固化材の混合
を行う地盤改良工法により地中に固結体Sを造成した
後、その硬化前に木杭Pを挿入して埋設する方法であ
る。
First, the invention according to claim 1 will be described. This method is a method in which a solidified body S is formed in the ground by a ground improvement method in which excavated soil and a solidifying material are mixed together with excavation of the ground, and then a wooden pile P is inserted and buried before hardening.

【0015】まず図1に示すように固結体Sの造成位置
に掘削機Mを設置する。掘削機Mは掘削ロッド1の周面
に攪拌翼2を持ち、掘削ロッド1の掘進によって掘削
と、掘削土砂と固化材の攪拌,混合を行う地盤改良機で
あり、その掘削ロッド1を図2に示すように先端から固
化材を吐出し、掘削土砂とともに攪拌しながら掘進させ
る。固化材の吐出、すなわち固化材と掘削土砂の攪拌,
混合は掘削ロッド1の先端が目標深度まで到達し、一旦
掘削が終了した後から行う場合もある。固化材はセメン
トに水や原地盤の土を混合したソイルセメント,あるい
はモルタルやセメントミルク等のスラリーである。
First, as shown in FIG. 1, the excavator M is installed at the position where the solidified body S is formed. The excavator M is a ground improvement machine having a stirring blade 2 on the peripheral surface of the excavating rod 1 and excavating by excavating the excavating rod 1 and stirring and mixing the excavated soil and the solidified material. As shown in, the solidified material is discharged from the tip and is advanced with stirring along with the excavated earth and sand. Discharge of solidified material, that is, stirring of solidified material and excavated sediment,
The mixing may be performed after the tip of the excavating rod 1 reaches the target depth and the excavation is once completed. The solidifying material is soil cement in which water or soil in the ground is mixed with cement, or slurry such as mortar or cement milk.

【0016】掘削ロッド1の先端の掘削ビット3が目標
の深度に到達した後、引き続き、固化材を吐出しながら
図3に示すように掘削ロッド1を引き抜き、固化材と掘
削土砂の混合を行う。
After the excavation bit 3 at the tip of the excavation rod 1 reaches the target depth, the excavation rod 1 is continuously withdrawn as shown in FIG. 3 while discharging the solidified material to mix the solidified material with the excavated earth and sand. ..

【0017】一往復で攪拌,混合が不足する場合は更に
図4,図5に示すように再度掘削ロッド1によって二次
掘削と引き抜きによって混合を入念に行う。
When stirring and mixing are insufficient in one reciprocation, as shown in FIGS. 4 and 5, mixing is carefully performed again by the secondary excavation and withdrawal by the excavating rod 1.

【0018】以上の工程は掘削土砂と固化材の攪拌,混
合により地盤を改良して地中に固結体Sを造成する、通
常の地盤改良工法の要領と同じである。
The above steps are the same as those in the ordinary ground improvement method in which the ground is improved by stirring and mixing the excavated sand and the solidifying material to form the solidified body S in the ground.

【0019】攪拌,混合が終了した後、図6に示すよう
に木杭Pを削孔H上に吊り込み、掘削ロッド1を利用
し、木杭Pの鉛直性を保持しながら木杭Pを孔底まで押
し込み、木杭Pを全長に亘って固結体Sに被覆させた状
態でその中に定着させる。そのまま固結体Sを硬化させ
て木杭Pの埋設は完了する。
After the stirring and mixing are completed, the wooden pile P is suspended on the drilled hole H as shown in FIG. 6, and the drilling rod 1 is used to maintain the verticality of the wooden pile P. It is pushed to the bottom of the hole, and the wooden pile P is fixed to the solid pile S in the state where the solid pile S is covered over the entire length. The solidified body S is cured as it is, and the burying of the wooden pile P is completed.

【0020】固結体Sによる木杭Pの被覆層、すなわち
木杭Pの外周と削孔Hの内周との間の距離は少なくとも
10mm程度以上確保されることが好ましく、削孔Hはこの
被覆層を見込んだ径で穿設される。
The covering layer of the wooden pile P with the solidified body S, that is, the distance between the outer periphery of the wooden pile P and the inner periphery of the drilled hole H is at least
It is preferable to secure about 10 mm or more, and the drilled hole H is formed with a diameter that allows for this coating layer.

【0021】この発明を、径800mm,長さ5m, 圧縮強度5.
3kg/cm2,固化材配合量250kg/m3, 水セメント比80%の固
結体Sに対し、径200mm,長さ5.5mの木杭Pを埋設して実
施し、6ヶ月経過後、土砂と固結体Sを掘り起こして木
杭Pを検査した結果、木杭Pに腐食の発生が全く認めら
れないことが確認されている。
This invention has a diameter of 800 mm, a length of 5 m and a compressive strength of 5.
3kg / cm 2 , solidifying agent content 250kg / m 3 , and a solidified body S with a water-cement ratio of 80% was embedded with a wooden pile P of diameter 200mm and length 5.5m, and after 6 months, As a result of inspecting the wooden pile P by digging up the earth and sand and the solidified body S, it has been confirmed that no corrosion occurs in the wooden pile P.

【0022】次に図7〜図12により請求項2記載発明
の、削孔Hを穿設した後に固化材を含む固定液7を充填
し、ここに木杭Pを挿入する方法を説明する。
Next, referring to FIGS. 7 to 12, the method of inserting the fixing liquid 7 containing the solidifying material after the drilling of the drilled hole H and inserting the wooden pile P therein will be described.

【0023】まず図7に示すようにアースオーガー4で
地盤を排土しながら掘削する。掘進はベントナイト泥水
等の孔壁安定液5を削孔H内に注入しながら行われる。
First, as shown in FIG. 7, the earth is excavated by the earth auger 4 while excavating the ground. The excavation is performed while pouring the hole wall stabilizing liquid 5 such as bentonite muddy water into the drilling hole H.

【0024】図8に示すように先端が目標の深度に到達
した後、図9に示すようにアースオーガー4の先端から
孔壁安定液5に代え、孔底を固める根固め液6を吐出
し、削孔H内に充填しながらアースオーガー4を引き抜
く。孔底への根固め液6の注入は支持層での支持力確保
のためその砂や砂利を混合させながら行われる。
After the tip reaches the target depth as shown in FIG. 8, the tip of the earth auger 4 is replaced with the hole wall stabilizing liquid 5 as shown in FIG. 9, and the root hardening liquid 6 for hardening the hole bottom is discharged. , The earth auger 4 is pulled out while filling the hole H. The rooting solution 6 is injected into the bottom of the hole while mixing the sand or gravel in order to secure the supporting force in the supporting layer.

【0025】削孔Hの下方に充填される根固め液6は主
としてセメントに水を加えたもので、これを削孔Hの全
長に亘って充填してもよいが、図10に示すようにアース
オーガー4引き抜き時の中途からは防蝕効果を持ちなが
ら木杭Pの打ち込みまでの間軟弱さを保ち、アルカリ度
の高い固定液7に切り替えることが好ましい。この固定
液7は具体的には高アルミナ質の特殊クリンカーを配合
したセメント系固化材を原地盤の土と混合したソイルセ
メントや,それに水を加えたソイルセメントスラリー等
であり、防蝕の効果を上げるために更に硫酸銅やクレオ
ソート油等を加える場合もある。
The root hardening liquid 6 to be filled below the drilling hole H is mainly cement to which water is added, and it may be filled over the entire length of the drilling hole H, but as shown in FIG. From the middle of pulling out the earth auger 4, it is preferable to maintain the softness until it has the anticorrosion effect until the wooden pile P is driven, and it is preferable to switch to the fixing solution 7 having high alkalinity. The fixative 7 is concretely soil cement in which a cement-based solidifying material mixed with a high-alumina special clinker is mixed with soil in the ground, or soil cement slurry in which water is added to it, which has an anticorrosion effect. In addition, copper sulfate, creosote oil, etc. may be added to raise the temperature.

【0026】アースオーガー4の引き抜き後、図11に示
すように杭打ち機により木杭Pを鉛直性を保ちながら削
孔H内に打ち込み、図12に示すように孔底まで圧入す
る。そのまま固定液7の硬化によりその硬化体に全長が
被覆された状態で木杭Pを削孔H中に定着させ、木杭P
の埋設が完了する。
After pulling out the earth auger 4, as shown in FIG. 11, the wood pile P is driven into the hole H while maintaining the verticality by a pile driver, and is press-fitted to the hole bottom as shown in FIG. The wooden pile P is fixed in the drilling hole H in a state where the cured body is covered with the hardened body 7 in its entire length by the curing of the fixing liquid 7 as it is.
Burial is completed.

【0027】この発明でも木杭Pの外周と削孔Hの内周
間には10mm程度以上の被覆層が確保される。
Also in this invention, a coating layer of about 10 mm or more is secured between the outer periphery of the wooden pile P and the inner periphery of the drilled hole H.

【0028】この発明もまた、削孔径500mm,削孔長さ10
m,セメント量640kg,水セメント比70%の根固め液6、及
び硬化後の圧縮強度5kg/cm2 以上の固定液7中に木杭P
を埋設して実施し、6ヶ月経過後に腐食の発生のないこ
とが確認されている。
This invention also has a hole diameter of 500 mm and a hole length of 10
m, cement amount 640 kg, water-cement ratio 70% root fixer 6 and fixed liquid 7 with compressive strength after hardening of 5 kg / cm 2 or more
It was confirmed that no corrosion occurred after 6 months.

【0029】[0029]

【発明の効果】この発明は以上の通りであり、掘削土砂
と固化材の攪拌,混合により造成される固結体中に、も
しくは削孔内に充填された固化材を含む固定液中に木杭
を打ち込むことにより全長を固結体や固定液の硬化体で
被覆し、保護した状態で木杭を削孔中に定着させるもの
であるため、地下水位の深さに支配されることなく、ま
た防腐剤や防蝕剤に依存することなく木杭を活用し、そ
の支持力を有効に発揮させることができる。
EFFECTS OF THE INVENTION The present invention is as described above, and wood is added to a solidified body formed by stirring and mixing excavated soil and solidifying material, or in a fixing liquid containing the solidifying material filled in the drilling holes. Since the entire length is covered with a solidified body or a hardened body of fixing liquid by driving the pile, and the wooden pile is fixed in the drilled hole in a protected state, it is not controlled by the depth of the groundwater level, In addition, it is possible to utilize the wooden pile without depending on the antiseptic agent or the anticorrosive agent and effectively exert its supporting force.

【0030】また不必要に深い基礎を構築する必要がな
くなるため基礎の設計を経済的,且つ合理的に行うこと
ができると同時に、防腐剤等が不要化されるため公害の
発生を回避することができる。
Further, since it is not necessary to build an unnecessarily deep foundation, the foundation can be economically and rationally designed, and at the same time, the preservatives and the like are not required and the occurrence of pollution is avoided. You can

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

【図1】請求項1記載発明の最初の工程を示した立面図
である。
1 is an elevational view showing a first step of the invention according to claim 1; FIG.

【図2】図1の次の工程を示した立面図である。FIG. 2 is an elevation view showing the next step of FIG.

【図3】図2の次の工程を示した立面図である。FIG. 3 is an elevational view showing the next step of FIG.

【図4】図3の次の工程を示した立面図である。FIG. 4 is an elevation view showing the next step of FIG.

【図5】図4の次の工程を示した立面図である。FIG. 5 is an elevation view showing the next step of FIG.

【図6】図5の次の工程を示した立面図である。FIG. 6 is an elevational view showing the next step of FIG.

【図7】請求項2記載発明の最初の工程を示した立面図
である。
FIG. 7 is an elevational view showing a first step of the invention according to claim 2;

【図8】図7の次の工程を示した立面図である。FIG. 8 is an elevation view showing the next step of FIG. 7.

【図9】図8の次の工程を示した立面図である。FIG. 9 is an elevation view showing the next step of FIG.

【図10】図9の次の工程を示した立面図である。FIG. 10 is an elevation view showing the next step of FIG. 9.

【図11】図10の次の工程を示した立面図である。FIG. 11 is an elevational view showing the next step of FIG.

【図12】図11の次の工程を示した立面図である。FIG. 12 is an elevational view showing the next step of FIG. 11.

【符号の説明】[Explanation of symbols]

P……木杭、H……削孔、S……固結体、M……掘削
機、1……掘削ロッド、2……攪拌翼、3……掘削ビッ
ト、4……アースオーガー、5……孔壁安定液、6……
根固め液、7……固定液。
P ... Wooden pile, H ... Drilling hole, S ... Solid body, M ... Excavator, 1 ... Excavation rod, 2 ... Stirring blade, 3 ... Excavation bit, 4 ... Earth auger, 5 …… Pore wall stabilizer, 6 ……
Fixing solution, 7 ... fixing solution.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 周面に攪拌翼が突設された掘削ロッドの
掘進時に切削された掘削土砂と、掘削ロッドの先端より
吐出される固化材を攪拌,混合して地中に固結体を造成
した後、この固結体中にその硬化前に木杭を打ち込み、
その周囲を全長に亘って固結体で被覆した状態で固結体
を硬化させ、木杭を定着させる木杭の埋設方法。
1. A solidified material is ground in the ground by stirring and mixing excavated earth and sand cut at the time of excavation of an excavating rod having a stirring blade projecting on the circumferential surface and a solidifying material discharged from the tip of the excavating rod. After construction, hammer wooden pegs into this solid before hardening.
A method for burying a wooden pile, in which the solidified body is hardened in a state where the surrounding area is covered with the solidified body over the entire length to fix the wooden pile.
【請求項2】 地盤を掘削して地中に削孔を穿設し、こ
の削孔中に固化材を含む固定液を充填した後、この固定
液中にその硬化前に木杭を打ち込み、その周囲を全長に
亘って固定液で被覆した状態で固定液を硬化させ、木杭
を定着させる木杭の埋設方法。
2. The ground is excavated to form a hole in the ground, a fixing solution containing a solidifying material is filled in the hole, and then a wooden pile is driven into the fixing solution before hardening. A method for burying wooden piles, in which the fixing liquid is cured while the surroundings are covered with the fixing liquid over the entire length to fix the wooden piles.
JP3269455A 1991-10-17 1991-10-17 How to bury wooden piles Expired - Fee Related JPH086318B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3269455A JPH086318B2 (en) 1991-10-17 1991-10-17 How to bury wooden piles

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3269455A JPH086318B2 (en) 1991-10-17 1991-10-17 How to bury wooden piles

Publications (2)

Publication Number Publication Date
JPH05106222A true JPH05106222A (en) 1993-04-27
JPH086318B2 JPH086318B2 (en) 1996-01-24

Family

ID=17472678

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3269455A Expired - Fee Related JPH086318B2 (en) 1991-10-17 1991-10-17 How to bury wooden piles

Country Status (1)

Country Link
JP (1) JPH086318B2 (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0947634A1 (en) * 1998-03-30 1999-10-06 Hollandsche Beton Groep N.V. Method for producing a foundation pile in the ground
JP2007070968A (en) * 2005-09-09 2007-03-22 Geotop Corp Wooden pile and its burying method
JP2007211480A (en) * 2006-02-09 2007-08-23 Traverse:Kk Soil-cement composite pile
JP2008223379A (en) * 2007-03-14 2008-09-25 Fukui Prefecture Method for preventing decay of lumber and lumber provided with decay prevention measures
JP2011202372A (en) * 2010-03-24 2011-10-13 Ogata Jutaku Kiban Kk Coupled structure of foundation pile, coupling member for use in the same, and method for constructing the foundation pile
JP5841201B1 (en) * 2014-07-15 2016-01-13 和光コンクリート工業株式会社 Formwork apparatus and method for manufacturing hybrid pile
CN113047824A (en) * 2021-03-12 2021-06-29 中国十七冶集团有限公司 Device for controlling drilling depth in cast-in-situ bored pile construction and using method thereof

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0947634A1 (en) * 1998-03-30 1999-10-06 Hollandsche Beton Groep N.V. Method for producing a foundation pile in the ground
JP2007070968A (en) * 2005-09-09 2007-03-22 Geotop Corp Wooden pile and its burying method
JP4601525B2 (en) * 2005-09-09 2010-12-22 ジャパンパイル株式会社 Wooden pile burial method
JP2007211480A (en) * 2006-02-09 2007-08-23 Traverse:Kk Soil-cement composite pile
JP4566138B2 (en) * 2006-02-09 2010-10-20 株式会社トラバース Soil cement composite pile
JP2008223379A (en) * 2007-03-14 2008-09-25 Fukui Prefecture Method for preventing decay of lumber and lumber provided with decay prevention measures
JP2011202372A (en) * 2010-03-24 2011-10-13 Ogata Jutaku Kiban Kk Coupled structure of foundation pile, coupling member for use in the same, and method for constructing the foundation pile
JP5841201B1 (en) * 2014-07-15 2016-01-13 和光コンクリート工業株式会社 Formwork apparatus and method for manufacturing hybrid pile
CN113047824A (en) * 2021-03-12 2021-06-29 中国十七冶集团有限公司 Device for controlling drilling depth in cast-in-situ bored pile construction and using method thereof

Also Published As

Publication number Publication date
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