PILE EXTRACTION BACKFILLING METHOD
To provide a pile extraction backfilling method that allows the backfilling agent to be mixed with soil and sand evenly throughout a pile extraction hole, and to fill the ground evenly with filler after the pile extraction hole has been backfilled, thereby reducing construction costs.SOLUTION: When...
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description | To provide a pile extraction backfilling method that allows the backfilling agent to be mixed with soil and sand evenly throughout a pile extraction hole, and to fill the ground evenly with filler after the pile extraction hole has been backfilled, thereby reducing construction costs.SOLUTION: When a casing 2 is being used for excavation, an existing pile side water jet is sprayed from a side of the casing at a substantially tip of the casing 2 onto a side of an existing pile 7, so that the soil and sand attached to the existing pile 7 can be separated from the existing pile 7 and the soil and sand in the casing 2 can be turned into mud. Then, when the casing 2 is being raised while rotating the casing 2, flowable cement milk is injected from the drilling water filler jet 4 at the substantially tip of the casing 2, so that the mixture of cement milk and muddy soil is filled along the existing pile 7, and the entire length of a pile extraction hole can be almost evenly filled with cement milk to backfill the pile extraction hole.SELECTED DRAWING: Figure 1
【課題】杭抜き穴全体に満遍なく埋戻剤を土砂と混合させ、杭抜き穴が埋め戻された後の地盤に満遍なく充填材を充填させることができ、施工コストの減少を図ることができる杭抜埋戻工法を提供する。【解決手段】ケーシング2を用いて掘削されているときに、ケーシング2の略先端部側方から既設杭7の側面に既設杭側面噴射水が噴射されるので、既設杭7に付着している土砂が既設杭7から離れるとともに、ケーシング2内の土砂を泥土化させることができる。そして、ケーシング2を回転させながらケーシング2が引き上げられているときに、流動性を有するセメントミルクがケーシング2の略先端の削孔水充填材噴射口4から噴射されるので、既設杭7に沿ってセメントミルクと泥土化土砂の混合物が充填され、杭抜孔全長に亘り略満遍なくセメントミルクを充填させて杭抜孔を埋め戻すことができる。【選択図】図1 |
format | Patent |
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【課題】杭抜き穴全体に満遍なく埋戻剤を土砂と混合させ、杭抜き穴が埋め戻された後の地盤に満遍なく充填材を充填させることができ、施工コストの減少を図ることができる杭抜埋戻工法を提供する。【解決手段】ケーシング2を用いて掘削されているときに、ケーシング2の略先端部側方から既設杭7の側面に既設杭側面噴射水が噴射されるので、既設杭7に付着している土砂が既設杭7から離れるとともに、ケーシング2内の土砂を泥土化させることができる。そして、ケーシング2を回転させながらケーシング2が引き上げられているときに、流動性を有するセメントミルクがケーシング2の略先端の削孔水充填材噴射口4から噴射されるので、既設杭7に沿ってセメントミルクと泥土化土砂の混合物が充填され、杭抜孔全長に亘り略満遍なくセメントミルクを充填させて杭抜孔を埋め戻すことができる。【選択図】図1</description><language>eng ; jpn</language><subject>EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; SOIL SHIFTING ; UNDERGROUND OR UNDERWATER STRUCTURES</subject><creationdate>2021</creationdate><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20211213&DB=EPODOC&CC=JP&NR=2021188378A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,778,883,25547,76298</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20211213&DB=EPODOC&CC=JP&NR=2021188378A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>KUWABARA SHUICHI</creatorcontrib><title>PILE EXTRACTION BACKFILLING METHOD</title><description>To provide a pile extraction backfilling method that allows the backfilling agent to be mixed with soil and sand evenly throughout a pile extraction hole, and to fill the ground evenly with filler after the pile extraction hole has been backfilled, thereby reducing construction costs.SOLUTION: When a casing 2 is being used for excavation, an existing pile side water jet is sprayed from a side of the casing at a substantially tip of the casing 2 onto a side of an existing pile 7, so that the soil and sand attached to the existing pile 7 can be separated from the existing pile 7 and the soil and sand in the casing 2 can be turned into mud. Then, when the casing 2 is being raised while rotating the casing 2, flowable cement milk is injected from the drilling water filler jet 4 at the substantially tip of the casing 2, so that the mixture of cement milk and muddy soil is filled along the existing pile 7, and the entire length of a pile extraction hole can be almost evenly filled with cement milk to backfill the pile extraction hole.SELECTED DRAWING: Figure 1
【課題】杭抜き穴全体に満遍なく埋戻剤を土砂と混合させ、杭抜き穴が埋め戻された後の地盤に満遍なく充填材を充填させることができ、施工コストの減少を図ることができる杭抜埋戻工法を提供する。【解決手段】ケーシング2を用いて掘削されているときに、ケーシング2の略先端部側方から既設杭7の側面に既設杭側面噴射水が噴射されるので、既設杭7に付着している土砂が既設杭7から離れるとともに、ケーシング2内の土砂を泥土化させることができる。そして、ケーシング2を回転させながらケーシング2が引き上げられているときに、流動性を有するセメントミルクがケーシング2の略先端の削孔水充填材噴射口4から噴射されるので、既設杭7に沿ってセメントミルクと泥土化土砂の混合物が充填され、杭抜孔全長に亘り略満遍なくセメントミルクを充填させて杭抜孔を埋め戻すことができる。【選択図】図1</description><subject>EMBANKMENTS</subject><subject>EXCAVATIONS</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FOUNDATIONS</subject><subject>HYDRAULIC ENGINEERING</subject><subject>SOIL SHIFTING</subject><subject>UNDERGROUND OR UNDERWATER STRUCTURES</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2021</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZFAK8PRxVXCNCAlydA7x9PdTcHJ09nbz9PHx9HNX8HUN8fB34WFgTUvMKU7lhdLcDEpuriHOHrqpBfnxqcUFicmpeakl8V4BRgZGhoYWFsbmFo7GRCkCAHwdIu8</recordid><startdate>20211213</startdate><enddate>20211213</enddate><creator>KUWABARA SHUICHI</creator><scope>EVB</scope></search><sort><creationdate>20211213</creationdate><title>PILE EXTRACTION BACKFILLING METHOD</title><author>KUWABARA SHUICHI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JP2021188378A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng ; jpn</language><creationdate>2021</creationdate><topic>EMBANKMENTS</topic><topic>EXCAVATIONS</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FOUNDATIONS</topic><topic>HYDRAULIC ENGINEERING</topic><topic>SOIL SHIFTING</topic><topic>UNDERGROUND OR UNDERWATER STRUCTURES</topic><toplevel>online_resources</toplevel><creatorcontrib>KUWABARA SHUICHI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>KUWABARA SHUICHI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>PILE EXTRACTION BACKFILLING METHOD</title><date>2021-12-13</date><risdate>2021</risdate><abstract>To provide a pile extraction backfilling method that allows the backfilling agent to be mixed with soil and sand evenly throughout a pile extraction hole, and to fill the ground evenly with filler after the pile extraction hole has been backfilled, thereby reducing construction costs.SOLUTION: When a casing 2 is being used for excavation, an existing pile side water jet is sprayed from a side of the casing at a substantially tip of the casing 2 onto a side of an existing pile 7, so that the soil and sand attached to the existing pile 7 can be separated from the existing pile 7 and the soil and sand in the casing 2 can be turned into mud. Then, when the casing 2 is being raised while rotating the casing 2, flowable cement milk is injected from the drilling water filler jet 4 at the substantially tip of the casing 2, so that the mixture of cement milk and muddy soil is filled along the existing pile 7, and the entire length of a pile extraction hole can be almost evenly filled with cement milk to backfill the pile extraction hole.SELECTED DRAWING: Figure 1
【課題】杭抜き穴全体に満遍なく埋戻剤を土砂と混合させ、杭抜き穴が埋め戻された後の地盤に満遍なく充填材を充填させることができ、施工コストの減少を図ることができる杭抜埋戻工法を提供する。【解決手段】ケーシング2を用いて掘削されているときに、ケーシング2の略先端部側方から既設杭7の側面に既設杭側面噴射水が噴射されるので、既設杭7に付着している土砂が既設杭7から離れるとともに、ケーシング2内の土砂を泥土化させることができる。そして、ケーシング2を回転させながらケーシング2が引き上げられているときに、流動性を有するセメントミルクがケーシング2の略先端の削孔水充填材噴射口4から噴射されるので、既設杭7に沿ってセメントミルクと泥土化土砂の混合物が充填され、杭抜孔全長に亘り略満遍なくセメントミルクを充填させて杭抜孔を埋め戻すことができる。【選択図】図1</abstract><oa>free_for_read</oa></addata></record> |
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subjects | EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
title | PILE EXTRACTION BACKFILLING METHOD |
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