JPH04108911A - Foundation piling method - Google Patents
Foundation piling methodInfo
- Publication number
- JPH04108911A JPH04108911A JP22693290A JP22693290A JPH04108911A JP H04108911 A JPH04108911 A JP H04108911A JP 22693290 A JP22693290 A JP 22693290A JP 22693290 A JP22693290 A JP 22693290A JP H04108911 A JPH04108911 A JP H04108911A
- Authority
- JP
- Japan
- Prior art keywords
- soil
- pile
- cement
- resin pipe
- harmful
- 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
- 238000000034 method Methods 0.000 title claims abstract description 10
- 239000002689 soil Substances 0.000 claims abstract description 59
- 239000004568 cement Substances 0.000 claims abstract description 36
- 239000011347 resin Substances 0.000 claims abstract description 29
- 229920005989 resin Polymers 0.000 claims abstract description 29
- 239000008267 milk Substances 0.000 claims abstract description 6
- 238000010276 construction Methods 0.000 claims description 10
- 238000002347 injection Methods 0.000 claims description 5
- 239000007924 injection Substances 0.000 claims description 5
- 239000000463 material Substances 0.000 claims description 5
- 210000004080 milk Anatomy 0.000 claims description 5
- 235000013336 milk Nutrition 0.000 claims description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 239000002002 slurry Substances 0.000 abstract description 15
- 230000003628 erosive effect Effects 0.000 abstract description 6
- 239000004576 sand Substances 0.000 abstract description 4
- 238000003756 stirring Methods 0.000 abstract description 3
- 231100001261 hazardous Toxicity 0.000 description 7
- 238000009412 basement excavation Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 5
- 239000000243 solution Substances 0.000 description 3
- 231100000331 toxic Toxicity 0.000 description 3
- 230000002588 toxic effect Effects 0.000 description 3
- 230000002378 acidificating effect Effects 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- QAOWNCQODCNURD-UHFFFAOYSA-L Sulfate Chemical compound [O-]S([O-])(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-L 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 150000002500 ions Chemical class 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 150000003467 sulfuric acid derivatives Chemical class 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
Description
【発明の詳細な説明】
[産業上の利用分野]
本発明は、強い酸性土や硫酸イオン等を含み、杭材を侵
食するような有害土壌を貫通して、杭基礎を施工する場
合の、杭の侵食防止に関する工法である。[Detailed Description of the Invention] [Industrial Application Field] The present invention is applicable to the construction of a pile foundation by penetrating through toxic soil that contains strong acidic soil, sulfate ions, etc. and corrodes the pile material. This is a construction method for preventing pile erosion.
温泉地帯の建造物の基礎に活用できる。It can be used as the foundation for buildings in hot spring areas.
[従来の工法]
従来、強い酸性土や硫酸塩類を含む土壌における基礎杭
の侵食防止工法は確立するまでに至っていない現状であ
る。このような土壌では、鋼杭はコンクリート杭に比較
して、その腐食が甚だしくコンクリート杭に頼らざるを
得ないが、コンクリド杭にあっても、単に杭の使用材料
やコンクリドの配合に関する基準を準用しているにすぎ
ず抜本的工法はなかった。[Conventional method] Currently, no method has been established to prevent erosion of foundation piles in strongly acidic soil or soil containing sulfates. In such soils, steel piles are more susceptible to corrosion than concrete piles, so you have to rely on concrete piles.However, even for concrete piles, the standards regarding the materials used for piles and the mix of concrete must be applied mutatis mutandis. There was no drastic construction method.
[発明が解決しようとする課題]
温泉地のように、コンクリートや鋼を激しく侵食する有
害土壌にも、建造物がたてられる場合が急増してきてい
る。本発明は、従来の杭材をもって対処できる基礎工法
であり、施工現場での杭の侵食防止を解決せんとするも
のである。[Problems to be solved by the invention] Increasingly, buildings are being built on toxic soil that severely erodes concrete and steel, such as in hot spring areas. The present invention is a foundation construction method that can be handled using conventional pile materials, and is intended to solve the problem of preventing pile erosion at construction sites.
[課題を解決するための手段]
/、有害土壌を貫通して杭を施工する場合、まず、その
有害土壌の深さに応じて樹脂コンクリート管、または樹
脂にて表面をシールした鋼管等の樹脂管(1)を圧入し
、管内部の有害土を概ね除去する。[Means for solving the problem] / When constructing piles through hazardous soil, first install resin concrete pipes or steel pipes whose surfaces are sealed with resin, depending on the depth of the hazardous soil. Press fit the pipe (1) and remove most of the harmful soil inside the pipe.
21次に、樹脂管(1)の内底面よりセメントミルク注
入工法によって、杭の深度まで掘削するが、注入したセ
メント溶液と無害土砂との混合撹拌を十分に行って良質
なソイルセメン1−スラリーを作成した後、杭をその孔
中に挿入すると、良質なソイルセメントスラリーは杭の
体積に応じて、下部より上昇して樹脂管(1)と杭(2
)との間隙中に充満することになる。21 Next, excavation is performed from the inner bottom of the resin pipe (1) to the depth of the pile using the cement milk injection method, and the injected cement solution and harmless earth and sand are sufficiently mixed and stirred to form a high-quality soil cement 1-slurry. After creating the pile, when the pile is inserted into the hole, high quality soil cement slurry rises from the bottom according to the volume of the pile and flows into the resin pipe (1) and the pile (2).
) will fill the gap between the
3、ソイルセメントスラリー(5)が固結すると、杭(
2)の周辺はその全長に渡って良質なソイルセメントで
囲まれる。3. When the soil cement slurry (5) solidifies, the pile (
2) The entire length of the area is surrounded by high-quality soil cement.
以上のように本発明は、樹脂管(1)と、樹脂管と杭(
2)との間隙に充填された良質ソイルセメントスラリー
の固結によって、有害土壌より杭を永久的に守る工法で
ある。As described above, the present invention includes a resin pipe (1), a resin pipe and a pile (
2) This is a construction method that permanently protects the pile from harmful soil by solidifying high-quality soil-cement slurry that fills the gap between the pile and the pile.
[作 用]
杭に有害な土壌に対処するための有効な対策は、杭の周
囲をソイルセメントで囲むことが考えられるが、ソイル
セメントを作成する土が有害な土壌であっては、その効
果は期待できないことになる。[Function] An effective measure to deal with soil that is harmful to piles is to surround the pile with soil cement, but if the soil used to create soil cement is harmful soil, the effectiveness of this method may be reduced. cannot be expected.
そこで、本発明は有害土壌の地層部に、樹脂管(1)を
圧入しながら、その内部を掘削排土しておき、セメント
ミルク注入工法によって杭(2)を施工する際に作成さ
れる良好なソイルセメントスラリー(5)を、樹脂管(
1)と杭(2)との間隙内に上昇せしめ、この固結を待
って、杭の侵食を防止する工法であるからソイルセメン
トスラリーには有害土を含まず、優良土砂によって作成
される。Therefore, the present invention is designed to press-inject a resin pipe (1) into the stratum of hazardous soil, excavate the inside of the pipe, and then excavate the inside of the pipe to create a good material when constructing a pile (2) using the cement milk injection method. Pour the soil cement slurry (5) into the resin pipe (
The soil-cement slurry does not contain harmful soil and is made from high-quality soil and sand because it is a construction method that prevents erosion of the pile by raising it into the gap between 1) and the pile (2) and waiting for this solidification to prevent erosion of the pile.
また、有害土壌中にある杭の周辺のソイルセメントは、
樹脂管に囲まれているため、永久に有害イオンが滲透す
ることはないため、ソイルセメントの固結によって、杭
の水平抵抗を期待することができる。In addition, soil cement around piles in hazardous soil is
Since the pile is surrounded by resin pipes, no harmful ions will permanently permeate through it, so the consolidation of the soil cement can be expected to provide horizontal resistance to the pile.
従って、従来の一般に使用されている杭を使用しても、
本工法を使用すれば、侵食されない杭基礎が期待できる
。Therefore, even if conventional commonly used piles are used,
If this method is used, a pile foundation that will not be eroded can be expected.
[実施例コ 図によって説明する。[Example code] This will be explained using figures.
/、第1図にしめすように、杭芯を中心として樹脂管(
1)をセットし、内部の有害土砂を掘削しながら、有害
土壌を貫通する深さまで圧入する。掘削は、例えばバラ
ケト(6)を用いて樹脂管内の有害土をできるだけ入念
に排出する。/ As shown in Figure 1, the resin pipe (
1), and press-fit to a depth that penetrates the harmful soil while excavating the harmful soil inside. During the excavation, harmful soil inside the resin pipe is discharged as carefully as possible using, for example, a barracket (6).
4、管内の有害土を排出したら、一般に普及しているセ
メントミルク注入工法の施工機、例えばケーシング付き
スクリューオーガー機を、第2図に示すように杭芯に合
せてセットし、スクリューオーガーの先端よりセメント
溶液を吐出しながら、樹脂管の底部の良質土壌内に削孔
を開始する。4. After draining the hazardous soil from inside the pipe, set a commonly used construction machine for the cement milk injection method, such as a screw auger machine with a casing, to the pile core as shown in Figure 2, and then press the tip of the screw auger. While discharging more cement solution, start drilling into the good quality soil at the bottom of the resin tube.
3、削孔中に、オーガー先端より吐出するセメント溶液
と良質土砂とは、スクリューオーガーの回転による撹拌
作用によって、良質なソイルセメントスラリーとなり、
そのうちの一部はケーシングの周囲と土壌との間に逸出
しながら、大半はケーシング内を上昇して、ケーシング
に有る窓(4)より樹脂管内に蓄積されることになる。3. During drilling, the cement solution and high-quality soil discharged from the auger tip become a high-quality soil-cement slurry through the stirring action of the screw auger rotation.
While some of it escapes between the periphery of the casing and the soil, most of it rises within the casing and is accumulated in the resin pipe through the window (4) in the casing.
この場合、作成されるソイルセメントスラリーには有
害土壌は混入されない。In this case, no harmful soil is mixed into the soil-cement slurry that is created.
このようにして、所定の深さまで掘削を継続した後、撹
拌を行いながらオーガーを引き揚げる。After continuing excavation to a predetermined depth in this manner, the auger is pulled up while stirring.
ダ、オーガーの引き揚げ後は、第4図に示すように、杭
先端位置付近より樹脂管内まで、有害土壌を含有しない
良質なソイルセメントスラリーで充満されることになる
。After the auger is raised, as shown in Figure 4, the area from the vicinity of the tip of the pile to the inside of the resin pipe will be filled with high-quality soil-cement slurry that does not contain harmful soil.
6、しかる後、従来一般に使用されている杭を挿入し所
定深度まで達して後、ソイルセメントの硬化を待って施
工を完了する。6. After that, the conventionally used piles are inserted, and after reaching a predetermined depth, wait for the soil cement to harden and complete the construction.
[発明の効果]
以上のように、本発明は有害土壌中に樹脂管を圧入して
、内部の有害土を排出した後、セメントミルク注入工法
により杭を施工するものであるから。[Effects of the Invention] As described above, according to the present invention, a resin pipe is press-fitted into harmful soil, and after the harmful soil inside is discharged, a pile is constructed using the cement milk injection method.
/、ソイルセメントには、有害土の含有はなく、将来に
わたって侵食されることはない。/ Soil cement does not contain harmful soil and will not be eroded in the future.
コ、有害土壌中は、樹脂管によって、有害土を遮断して
いるから、杭周囲のソイルセメントを直接侵食すること
はない。Since the toxic soil is blocked by resin pipes, it does not directly erode the soil cement around the piles.
3、有害土より下部は良質土壌であるので、杭とソイル
セメントは侵食されることはない。3. Since the soil below the hazardous soil is of good quality, the piles and soil cement will not be eroded.
ダ、杭は従来どうりの一般杭を使用すればよい。Yes, you can use conventional general piles.
従って、杭長に比べて有害土壌が比較的浅い場合には、
すこぶる経済的となる。Therefore, if the hazardous soil is relatively shallow compared to the pile length,
It's extremely economical.
第1図、樹脂管の圧入途中の状況髪示す説明図。
第2図、樹脂管底部の杭芯位置にセットしたケシンク付
きスクリューオーガーの状況を示す説明図。第3図、ソ
イルセメン1〜スラリーを作成しつつ掘削する状況の説
明図。第4図、ソイルセメントスラリーの充填状況を示
す説明図。第5図、杭挿入後の状況を示す説明図。
(1)は樹脂管、(2)は杭、(3)はケーシング、(
4)はケーシングの窓、(5)はソイルセメントスラリ
ー、(6)は掘削バケツ1へ、(7)はスクリュオーガFIG. 1 is an explanatory diagram showing the situation during press-fitting of a resin pipe. FIG. 2 is an explanatory diagram showing the state of the screw auger with a sink set at the pile core position at the bottom of the resin pipe. FIG. 3 is an explanatory diagram of the situation in which excavation is performed while creating soil cement 1 to slurry. FIG. 4 is an explanatory diagram showing the filling situation of soil cement slurry. FIG. 5 is an explanatory diagram showing the situation after the pile is inserted. (1) is a resin pipe, (2) is a pile, (3) is a casing, (
4) is the window of the casing, (5) is the soil cement slurry, (6) is to the excavation bucket 1, (7) is the screw auger
Claims (1)
管、または樹脂にて表面をシールした鋼管等の樹脂管(
1)を、杭の材質に対して有害な地盤に圧入して管内の
有害土を除去し、しかる後、その内部にセメントミルク
注入工法によって、杭(2)を施工することにより、杭
(2)と樹脂管(1)との間隙を、杭の施工中に作られ
る良質ソイルセメント(5)によって充填することを特
徴とする有害土壌に対処する杭基礎工法。Resin concrete pipes with an inner diameter larger than the pile diameter used, or resin pipes such as steel pipes whose surfaces are sealed with resin (
1) is press-fitted into the ground that is harmful to the material of the pile to remove the harmful soil inside the pipe, and then the pile (2) is constructed inside the pipe using the cement milk injection method. ) and the resin pipe (1) is filled with high-quality soil cement (5) made during pile construction.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP22693290A JPH04108911A (en) | 1990-08-28 | 1990-08-28 | Foundation piling method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP22693290A JPH04108911A (en) | 1990-08-28 | 1990-08-28 | Foundation piling method |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH04108911A true JPH04108911A (en) | 1992-04-09 |
Family
ID=16852867
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP22693290A Pending JPH04108911A (en) | 1990-08-28 | 1990-08-28 | Foundation piling method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH04108911A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100450444B1 (en) * | 2001-05-22 | 2004-10-06 | (주)청우종합건축사사무소 | Construction Method of Complex Pile Consisting Prestressed spun High strength Concrete Pile and Anchor |
CN104196011A (en) * | 2014-08-27 | 2014-12-10 | 成都市容德建筑劳务有限公司 | Soft soil foundation pit reinforcing method |
JP2017082535A (en) * | 2015-10-30 | 2017-05-18 | 新日鐵住金株式会社 | Construction method for steel pile, and steel pile |
JP2019082040A (en) * | 2017-10-30 | 2019-05-30 | 三谷セキサン株式会社 | Foundation pile construction method on ground containing contaminated soil layer |
-
1990
- 1990-08-28 JP JP22693290A patent/JPH04108911A/en active Pending
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100450444B1 (en) * | 2001-05-22 | 2004-10-06 | (주)청우종합건축사사무소 | Construction Method of Complex Pile Consisting Prestressed spun High strength Concrete Pile and Anchor |
CN104196011A (en) * | 2014-08-27 | 2014-12-10 | 成都市容德建筑劳务有限公司 | Soft soil foundation pit reinforcing method |
JP2017082535A (en) * | 2015-10-30 | 2017-05-18 | 新日鐵住金株式会社 | Construction method for steel pile, and steel pile |
JP2019082040A (en) * | 2017-10-30 | 2019-05-30 | 三谷セキサン株式会社 | Foundation pile construction method on ground containing contaminated soil layer |
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