JP2006104909A - Foundation construction method of independent steel mat - Google Patents

Foundation construction method of independent steel mat Download PDF

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Publication number
JP2006104909A
JP2006104909A JP2004317162A JP2004317162A JP2006104909A JP 2006104909 A JP2006104909 A JP 2006104909A JP 2004317162 A JP2004317162 A JP 2004317162A JP 2004317162 A JP2004317162 A JP 2004317162A JP 2006104909 A JP2006104909 A JP 2006104909A
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foundation
foundation construction
construction method
construction
independent
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Japanese (ja)
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Masayuki Ito
昌幸 伊藤
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Individual
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Abstract

<P>PROBLEM TO BE SOLVED: To provide strong foundation construction which is carried out at low cost and in a short term. <P>SOLUTION: The strong foundation construction is carried out at low cost and in a short term by using in a mat foundation part a H steel material 1 (steel material mat foundation) produced in a factory in place of conventional reinforced concrete and tightly connecting with independent foundation 2 (pressure slab) in foundation construction of house building. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

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

本発明は、住宅建築の基礎工事において鉄筋コンクリート布基礎の替わりにＨ鋼材を使用する工法である。  The present invention is a method of using H steel in place of a reinforced concrete cloth foundation in foundation construction of a residential building.

これまで住宅基礎工事の工法としては▲１▼布基礎、▲２▼ベタ基礎一体布基礎が一般的であった。  Until now, (1) cloth foundation and (2) solid foundation integrated cloth foundation have been generally used as the construction methods for housing foundation work.

従来の工法は、▲１▼及び▲２▼とも伐根量、搬出残土量が多く重機を必要とし、さらに使用コンクリート、型枠、鉄筋量が多く物的、人的コストが高くなる傾向にあった。さらに、従来の工法は不同沈下が生じる可能性があり、生じた場合根本的な対応策が無い等の問題点がある。  The conventional construction methods in both (1) and (2) have a large amount of felling roots and a large amount of unloading soil, and require heavy machinery. In addition, there is a large amount of concrete, formwork and rebar used, and physical and human costs tend to increase. It was. Furthermore, there is a possibility that the conventional construction method may cause uneven settlement, and there is a problem that there is no fundamental countermeasure when it occurs.

本工法は、従来鉄筋コンクリートを用いていた布基礎部分にＨ鋼材（以下鋼製布基礎と呼ぶ）を使用し、独立基礎（耐圧盤）に各々緊結するものである。  This construction method uses H steel (hereinafter referred to as a steel cloth foundation) for the cloth foundation part that has conventionally used reinforced concrete, and is each tightly connected to an independent foundation (pressure board).

本工法は、鋼製布基礎が工場生産可能なため、基礎工事の熟練工の必要が無く施工精度の向上が期待され、また、鋼製布基礎を独立基礎（耐圧盤）と緊結するためコンクリートの使用量が大幅に削減され、さらに工期が大幅に短縮されること等が期待される。結果として基礎工事における人的、物的コストが大幅に削減されることになる。さらに、万一不同沈下が生じた場合でも鋼製布基礎が架台の役割を担うことで有圧昇降機による嵩上げ工事が可能となる。  This construction method can produce steel fabric foundations at the factory, so there is no need for skilled workers in foundation work, and improvement in construction accuracy is expected. Also, since the steel fabric foundation is tied to an independent foundation (pressure platen), It is expected that the amount used will be greatly reduced and the construction period will be greatly shortened. As a result, the human and material costs in the foundation work are greatly reduced. Furthermore, even if uneven settlement occurs, the steel cloth foundation serves as a gantry, so that it is possible to perform a lifting work with a pressure elevator.

発明を実施するため最良の形態BEST MODE FOR CARRYING OUT THE INVENTION

以下、本工法の実施の形態について説明する。
（イ）従来の鉄筋コンクリート布基礎に替え鋼製布基礎を使用する。
（ロ）独立基礎（耐圧盤）と緊結する。Hereinafter, embodiments of the present construction method will be described.
(B) Use a steel cloth foundation instead of the conventional reinforced concrete cloth foundation.
(B) Tightly coupled with the independent foundation (pressure board).

本発明の平面図である。  It is a top view of the present invention. 本発明の断面図である。  It is sectional drawing of this invention.

符号の説明Explanation of symbols

（１）Ｈ鋼材
（２）独立基礎
（３）鉄筋
（４）地盤(1) H steel (2) Independent foundation (3) Reinforcement (4) Ground

Claims (1)

住宅建築の基礎工事において、布基礎部分に従来の鉄筋コンクリートに替えＨ型鋼材を用い、独立した耐圧盤と緊結する工法である。  In the foundation construction of residential buildings, H-type steel material is used instead of conventional reinforced concrete for the fabric foundation part, and it is a method of tying up with an independent pressure platen.
JP2004317162A 2004-10-01 2004-10-01 Foundation construction method of independent steel mat Pending JP2006104909A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004317162A JP2006104909A (en) 2004-10-01 2004-10-01 Foundation construction method of independent steel mat

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004317162A JP2006104909A (en) 2004-10-01 2004-10-01 Foundation construction method of independent steel mat

Publications (1)

Publication Number Publication Date
JP2006104909A true JP2006104909A (en) 2006-04-20

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ID=36374956

Family Applications (1)

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JP2004317162A Pending JP2006104909A (en) 2004-10-01 2004-10-01 Foundation construction method of independent steel mat

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JP (1) JP2006104909A (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107165184A (en) * 2017-07-17 2017-09-15 安徽晶润新能源有限公司 A kind of wind-solar hybrid power generation station foundation structure
CN107165183A (en) * 2017-07-17 2017-09-15 安徽晶润新能源有限公司 A kind of solar power plant foundation construction method
CN107165189A (en) * 2017-07-17 2017-09-15 安徽晶润新能源有限公司 A kind of solar power plant foundation structure
CN107190723A (en) * 2017-07-17 2017-09-22 安徽光鼎晶新能源科技有限公司 A kind of sand-fixing greening system
CN107227869A (en) * 2017-07-17 2017-10-03 安徽光鼎晶新能源科技有限公司 A kind of sand-fixing greening system based on wind-solar hybrid power generation station
CN107245995A (en) * 2017-07-17 2017-10-13 安徽光鼎晶新能源科技有限公司 A kind of sand-fixing greening method based on wind-solar hybrid power generation station
CN107338805A (en) * 2017-07-17 2017-11-10 安徽晶润新能源有限公司 A kind of wind-solar hybrid power generation station foundation construction method
CN107360751A (en) * 2017-07-17 2017-11-21 安徽光鼎晶新能源科技有限公司 A kind of sand-fixing greening method

Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107165184A (en) * 2017-07-17 2017-09-15 安徽晶润新能源有限公司 A kind of wind-solar hybrid power generation station foundation structure
CN107165183A (en) * 2017-07-17 2017-09-15 安徽晶润新能源有限公司 A kind of solar power plant foundation construction method
CN107165189A (en) * 2017-07-17 2017-09-15 安徽晶润新能源有限公司 A kind of solar power plant foundation structure
CN107190723A (en) * 2017-07-17 2017-09-22 安徽光鼎晶新能源科技有限公司 A kind of sand-fixing greening system
CN107227869A (en) * 2017-07-17 2017-10-03 安徽光鼎晶新能源科技有限公司 A kind of sand-fixing greening system based on wind-solar hybrid power generation station
CN107245995A (en) * 2017-07-17 2017-10-13 安徽光鼎晶新能源科技有限公司 A kind of sand-fixing greening method based on wind-solar hybrid power generation station
CN107338805A (en) * 2017-07-17 2017-11-10 安徽晶润新能源有限公司 A kind of wind-solar hybrid power generation station foundation construction method
CN107360751A (en) * 2017-07-17 2017-11-21 安徽光鼎晶新能源科技有限公司 A kind of sand-fixing greening method
CN107165184B (en) * 2017-07-17 2019-09-27 合肥市智慧桥信息科技有限公司 A kind of wind-solar hybrid power generation station foundation structure
CN107165189B (en) * 2017-07-17 2019-10-01 安徽晶润新能源有限公司 A kind of solar power plant foundation structure
CN107338805B (en) * 2017-07-17 2019-10-01 合肥市智慧桥信息科技有限公司 A kind of wind-solar hybrid power generation station foundation construction method
CN107165183B (en) * 2017-07-17 2019-10-01 安徽晶润新能源有限公司 A kind of solar power plant foundation construction method
CN107227869B (en) * 2017-07-17 2020-03-31 合肥市智慧桥信息科技有限公司 Sand fixation and greening system based on wind-solar hybrid power station
CN107190723B (en) * 2017-07-17 2020-04-03 合肥市智慧桥信息科技有限公司 Sand stabilization greening system
CN107245995B (en) * 2017-07-17 2020-04-03 合肥市智慧桥信息科技有限公司 Sand fixation and greening method based on wind-solar hybrid power station

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