JP4363597B2 - Solid foundation method - Google Patents
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本発明は、不同沈下を抑止する安定材付きベタ基礎工法に関する。 The present invention relates to a stable material with mat foundation construction method to suppress differential settlement.
軟弱地盤では、粘性土の性質上、圧密、塑性変形によって不同沈下が生じると、建物の使用に支障を来すことになる。軟弱地盤の場合には不同沈下があり、基礎の剛性が小さいので地震発生時に割裂を生じ、建物に多大の被害を与える。多少の沈下が許容される場合の基礎工法としてベタ基礎、摩擦杭の打ち込み、またはその両者の併用等が行われている。例えば、住宅等を構築する場合に、基礎設置部分を掘削して地中梁を形成させたり(例えば特許文献1)、掘削部の地質サンプルを採取して地盤土砂の組成や含水量等を検査し、掘削した部分にセメントミルク、モルタル、ベントナイト、水ガラス、繊維、砂等の地盤改良材を添加し、機械により締固めたのち基盤設置用の溝を形成させてプレキャストコンクリート製の基礎構造物を設けたりすることが行われている。(例えば特許文献1、2) In soft ground, due to the nature of cohesive soil, if uneven settlement occurs due to consolidation or plastic deformation, the use of the building will be hindered. In the case of soft ground, there is uneven settlement and the rigidity of the foundation is small, so splitting occurs when an earthquake occurs, causing significant damage to the building. Solid foundations, friction pile driving, or a combination of both is used as a foundation method when some subsidence is allowed. For example, when building a house, etc., excavating the foundation installation part to form underground beams (for example, Patent Document 1), collecting a geological sample of the excavation part and inspecting the composition and moisture content of the ground soil Then, ground improvement materials such as cement milk, mortar, bentonite, water glass, fiber, sand, etc. are added to the excavated part and compacted by a machine to form a groove for installing the foundation to form a foundation structure made of precast concrete Or has been done. (For example, Patent Documents 1 and 2)
従来の布基礎工法に代え住宅基礎設置部分を掘削して地中梁を形成させる場合には掘削排土量が多くなり、基礎そのものの剛性が小さいし、更に型枠施工や配筋等の作業工数も多い。また、締固めたのち基盤設置用の溝を形成させてプレキャストコンクリート製の基礎構造物を設け、或いは基礎構造物と摩擦杭を併用したベタ基礎工法は、コストが高く工期の短縮も望めない。 When excavating the foundation of a house foundation to form underground beams instead of the conventional cloth foundation method, the amount of excavated soil increases, the rigidity of the foundation itself is small, and work such as formwork and bar arrangement There are many man-hours. In addition, a solid foundation method in which a foundation structure made of precast concrete is formed by forming a foundation installation groove after compaction, or a foundation structure and a friction pile are used in combination, is expensive and cannot be shortened.
一般に、家屋等を建築する場合に、敷地領域面内に所定幅の溝掘削を計画し、その溝(幅は一定とする)を対象に、振動機及び土を締め固める機械を走行(手動でも可)させ、その溝の内部(下部)の土を地表より2メートル以上転圧締固めの効果を出す。指標としては建築基準法施行令第93条に基づき公布された、平成13年7月2日に告示第1113号(以下省令という)によって、地盤の許容応力度及び基礎杭の許容支持力を求めるためのスウェーデン式サウンディング工法による地盤調査を行ない、その結果に基づき地盤の許容応力度及び基礎杭の許容支持力を定める方法等が定められている。 In general, when building a house, etc., plan excavation of a predetermined width in the area of the site area, and run a machine that compacts the vibrator and soil for the groove (the width is constant) (even manually) The soil inside the groove (lower part) is pressed and compacted for 2 meters or more from the ground surface. As an indicator, the allowable stress level of the ground and the allowable bearing capacity of the foundation pile are obtained according to Notification No. 1113 (hereinafter referred to as Ministerial Ordinance) issued on July 2, 2001, which was promulgated based on Article 93 of the Building Standards Law Enforcement Ordinance. For this purpose, a method for determining the allowable stress level of the ground and the allowable bearing capacity of the foundation pile based on the results of the ground survey by the Swedish sounding method is established.
本発明者は、さきに特許第2797066号及び実用新案登録第3059058号において、基礎構築部分近くの地盤の強弱により幅及び深さを調整した安定材造成用の溝を掘削すると同時に、ソイルセメントと土とを混合した土質と置換し、土質置換部分をランマー等で転圧して土質強度をもたせた改良土質による安定材を造り、該安定材の上面にベタ基礎配筋を定着したのち、コンクリートを打設して安定材とべた基礎とを一体化した安定材付べた基礎工法について発明した。 The present inventor previously excavated a groove for stabilizing material adjustment with the width and depth adjusted by the strength of the ground near the foundation construction part in Patent No. 2797066 and Utility Model Registration No. 3059058, and at the same time, After replacing the soil with mixed soil, roll the soil replacement part with a rammer, etc. to create a stable material with improved soil quality, and after fixing the solid foundation reinforcement on the top surface of the stabilizer, the concrete We invented a foundation method with a stabilizer that was cast and integrated with a stabilizer and a solid foundation.
本発明は、上記特許工法を基礎にし、かつ前記スウェーデン式サウンディング工法について鋭意研究の結果、土質強度を一層改善して基礎地盤の脆弱に基づく建築物の不同沈下を防止すべく創案したものであって、不同沈下のおそれが少なく、等沈下を前提とした低コストのベタ基礎工法を提供することを目的としている。 The present invention is based on the above-mentioned patent construction method and, as a result of intensive research on the Swedish sounding construction method, was created to further improve the soil strength and prevent the uneven settlement of buildings due to the weakness of the foundation ground. Te, aims at risk of differential settlement less, to provide a low cost solid foundation construction method of assuming an equal subsidence.
上記目的を達成するため、請求項1に記載の発明は、
建屋用のベタ基礎を地盤上に構築するベタ基礎工法であって、
前記建屋の住宅基礎(10,12)を構築する場所の数箇所で、前記地盤の許容応力度を確かめる試験としてスウエーデン式サウンディング試験を行う第1試験工程と、
前記住宅基礎(10,12)を構築する場所において、転圧と振動を与える工事を行うことで、前記第1試験工程で前記試験を行った箇所を含むように、凹没部(h)を形成するとともに、当該凹没部(h)の下方の地盤を強化する強化地盤造成工程と、
前記強化地盤造成工程で強化した地盤に対して、前記第1試験工程で前記試験を行った箇所で、前記第1試験工程と同様にスウエーデン式サウンディング試験を行う第2試験工程と、
前記凹没部(h)に、現場土とセメント固化材とを混合したセメント混合物を充填する工程と、
前記セメント混合物の上部にコンクリートを打設することで、当該セメント混合物と一体化されたベタ基礎を構築する工程と
を含む、ベタ基礎工法、
とされている。
In order to achieve the above object, the invention described in claim 1
A solid foundation method for building a solid foundation for buildings on the ground,
A first test step in which a Swedish sounding test is performed as a test for confirming the allowable stress level of the ground at several places where the building foundation (10, 12) of the building is constructed;
In the place where the housing foundation (10, 12) is constructed, the recessed portion (h) is formed so as to include the place where the test was performed in the first test step by performing a construction that applies rolling pressure and vibration. And forming a reinforced ground forming step for strengthening the ground below the recessed portion (h),
A second test step for performing a Swedish sounding test in the same manner as the first test step at the location where the test was performed in the first test step, with respect to the ground reinforced in the reinforced ground creation step,
Filling the indented portion (h) with a cement mixture obtained by mixing on-site soil and cement solidifying material;
A solid foundation construction method including a step of constructing a solid foundation integrated with the cement mixture by placing concrete on top of the cement mixture,
It is said that.
請求項2に記載の発明は、前記セメント混合物の上部またはその近傍に布基礎を打設する工程をさらに含む、請求項1に記載のベタ基礎工法とされている。 The invention according to claim 2 is the solid foundation method according to claim 1, further comprising a step of placing a fabric foundation on or near the cement mixture.
請求項3に記載の発明は、前記ベタ基礎を構築する工程の前に、前記セメント混合物を固めることで当該セメント混合物に土質強度をもたせる工程をさらに含む、請求項1に記載のベタ基礎工法とされている。 The invention according to claim 3 further includes a step of giving the cement mixture a soil strength by hardening the cement mixture before the step of constructing the solid foundation. Has been.
このように、本発明は、土質強度をもたせた土質改良基礎部ないし地盤改良部(安定材)の上面にベタ基礎を配置しコンクリートを打設して安定材とベタ基礎とを一体化するものであるから、住宅の基礎という限定された地盤の強化のためには新規で適切な工法である。 In this way, the present invention integrates a stabilizer and a solid foundation by placing a solid foundation on the upper surface of a soil improvement foundation part or a ground improvement part (stabilizer) having a soil strength and placing concrete. Therefore, it is a new and appropriate method for strengthening the limited ground as the foundation of a house.
通常、振動及び転圧を加える際に、ランマーを使用していたが、ランマーは埋め戻しのあとの転圧や、地表を均す程度にとどまり、所定の深さまでの地盤を締め固めるというものに使用されていない。 Normally, when applying vibration and rolling pressure, a rammer was used. However, the rammer is used only for rolling after backfilling and leveling the ground, and compacting the ground to a predetermined depth. not being used.
本発明は、建築する敷地領域面内に所定幅の溝を計画し、住宅基礎構築部分の施工前に前記溝を対象に、振動機及び土を締め固める機械を走行させ、その溝の内部ないし下部の土を地表より2メートル以上転圧締固めの効果を出して建築基準法施行令第93条に基づき公布された平成13年7月2日に告示第1113号によって規定されたスウェーデン式サウンディング工法に沿って、地盤の許容応力度及び基礎部の許容支持力を求めるための地盤調査を行い、その結果に基づき地盤の許容応力度及び土質改良基礎部(すなわち安定材)の許容支持力を確かめたのち、土質改良基礎部の上部の溝の転圧によって凹没した部分に、現場土とセメント固化材とを混合した土質を充填し締固めることで、基礎下端より2メートル以深に1キロニュートンの自沈以下にならないよう強化した土質改良基礎部(安定材)を造る。さらに、安定材の上面にベタ基礎配筋を配置し、コンクリートを打設して地盤改良部(安定材)とベタ基礎とを一体化することを特徴とするベタ基礎工法である。 The present invention plans a groove having a predetermined width in the area of the site area to be constructed, and runs a vibrator and a machine for compacting the soil before the construction of the housing foundation construction part. Swedish sounding as defined by Notification No. 1113 on July 2, 2001, which was promulgated under Article 93 of the Building Standards Law Enforcement Ordinance with the effect of rolling and compacting the soil below 2 meters above the surface. In accordance with the construction method, a ground survey is conducted to determine the allowable stress level of the ground and the allowable bearing capacity of the foundation. Based on the results, the allowable stress level of the ground and the allowable bearing capacity of the soil improvement foundation (that is, the stabilizer) are determined. After confirming, filling the soil that was indented by the rolling pressure of the upper groove of the soil improvement foundation with the soil mixed with ground soil and cement solidification material, and compacting, 1 kilometer deeper than 2 meters from the bottom of the foundation new Soil improvement foundation which scuttled reinforced so as not to following down the (stable material) build. Further, the solid foundation construction method is characterized in that a solid foundation reinforcement is arranged on the upper surface of the stabilizer, and the ground improvement portion (stabilizer) and the solid foundation are integrated by placing concrete.
さらに詳しく説明すると、住宅基礎構築部分の施工前に、振動機及び土を締め固める機械として、例えばスウェーデン式サウンディングマシンを用いて地盤の強度を確かめたのち、サウンディング試験によって凹んだ地盤に基礎構築部分の土とセメント固化材とを混合した土質を充填し、施工前と同じ場所でスウェーデン式サウンディング工法を行ってその効果を確認する。このように、前記土質部分を転圧により締固めて土質強度をもたせて土質を改良することにより、上記省令に基づく最低地耐力σc=3.0t/m2(長期)を期待することができる地盤となり、その所定の溝の上部に住宅のベタ基礎を造成する。この際、振動、転圧により、地表より凹没した部分は最終的には現場の土とセメント固化材を混入して所定の地表面まで転圧等により転圧振動を与えて強度を付与する。振動、転圧を与えるには通常、一台の機械で行い、地盤により一台当たりの作業時間を調整し、近隣への防音対策等についても充分な措置を施しておく。 To explain in more detail, before the construction of the housing foundation construction part, as a machine that compacts the vibrator and the soil, for example, using a Swedish sounding machine, after confirming the strength of the ground, the foundation construction part on the recessed ground by the sounding test The soil is mixed with soil and cement solidified material, and the Swedish sounding method is performed at the same place as before construction to confirm the effect. In this way, the minimum soil strength σc = 3.0 t / m 2 (long-term) based on the above-mentioned ministerial ordinance can be expected by compacting the soil portion by rolling and imparting soil strength to improve the soil quality. It becomes the ground, and a solid foundation for the house is created above the predetermined groove. At this time, due to vibration and rolling pressure, the part that is recessed from the ground surface is finally mixed with soil and cement solidified material on the ground and given rolling strength by rolling pressure etc. to the predetermined ground surface to give strength. . In order to give vibration and rolling pressure, it is usually done with one machine, the working time per machine is adjusted by the ground, and sufficient measures are taken for soundproofing measures etc. to the neighborhood.
上記のように、本発明によれば、住宅基礎構築部分の施工前に振動機及び土を締め固める機械、例えばスウェーデン式サウンディングマシンにより地盤の強度を試験したのち、予め地盤に所定の溝を計画し、その溝に振動と転圧の効果を具えた機械を作動させて、前記省令に規定された深さ2メートル以深に1キロニュートンの自沈以下にならないよう地盤を強化し、さらに振動転圧によって標準地盤より下がった部分に基礎構築部分の土とセメント固化材とを混合した土質を充填し、締固めて土質強度をもたせた安定材を造り、該安定材の上面にベタ基礎配筋を配置しコンクリートを打設して一体化したものであるから、安定地盤による地盤改良部(安定材)とベタ基礎とで囲まれた土は剛体となり、建物の不同沈下を防止できる。 As described above, according to the present invention, after testing the strength of the ground using a machine that compacts the vibrator and the soil before construction of the housing foundation construction part, for example, a Swedish sounding machine, a predetermined groove is planned on the ground beforehand. Then, by operating a machine with the effect of vibration and rolling in the groove, the ground is strengthened so that it does not fall below 1 kilonewton self-sink at a depth of 2 meters or more as specified in the Ministerial Ordinance. Fill the part below the standard ground with soil mixed with soil of the foundation construction part and cement solidified material, and make a stable material with the soil strength by compaction, and solid foundation reinforcement on the upper surface of the stabilizer Since it is placed and integrated with concrete, the soil surrounded by the ground improvement part (stabilizing material) and the solid foundation by the stable ground becomes a rigid body, and the uneven settlement of the building can be prevented.
なお、従来、住宅の地盤調査はスウェーデン式サウンディング試験という作業により確認するよう指導されているが、殆んど施工前のみの調査に留まり、施工後に確認しているものはなく、他の工法は時間、経費がかかる等の難点があったが、本発明は、基礎下端より2メートル以深までの効果を出すことを主体としており、低廉な経費で土質改良を確実に達成できる。また、現場作業時の資料も、イメージデータをスキャナーしてインターネット送信することにより、リアルタイムで建築主に提示することができ、現場に立会わなくても、工事の内容を確認することができる。 Traditionally, it has been instructed to confirm the ground survey of the house by the work called the Swedish sounding test, but most of the survey remains only before the construction, and there is nothing that has been confirmed after the construction. Although there were difficulties such as time and cost, the present invention is mainly intended to produce an effect up to 2 meters deeper than the lower end of the foundation, so that soil improvement can be reliably achieved at low cost. In addition, materials during field work can be presented to the architect in real time by scanning the image data via the Internet and the contents of the construction can be confirmed without attending the site.
本発明は、上述のように、建築する敷地領域面内に所定幅の溝を計画し、住宅基礎構築部分の施工前に前記溝を対象に、振動機及び土を締め固める機械を走行させ、基礎下端より2メートル以深に転圧締固めの効果を出して建築基準法施行令第93条に基づき公布された平成13年7月2日に告示第1113号によって規定された方法に沿って、地盤の許容応力度及び基礎部の許容支持力を求めるための地盤調査を行い、その結果に基づき地盤の許容応力度及び土質改良基礎部(すなわち安定材)の許容支持力を確かめたのち、土質改良基礎部の上部の溝の転圧によって凹没した部分に、現場土とセメント固化材とを混合した土質を充填し締固めることで、基礎下端より2メートル以深に1キロニュートンの自沈以下にならないよう強化した土質改良基礎部(安定材)を造る。 As described above, the present invention plans a groove of a predetermined width in the site area surface to be constructed, and runs a vibrator and a soil compacting machine for the groove before the construction of the housing foundation construction part, In line with the method stipulated by Notification No. 1113 on July 2, 2001, which was announced based on Article 93 of the Building Standards Law Enforcement Ordinance with the effect of rolling compaction 2 meters deeper than the bottom of the foundation, Conduct a ground survey to determine the allowable stress level of the ground and the allowable bearing capacity of the foundation. Based on the results, confirm the allowable stress level of the ground and the allowable bearing capacity of the soil improvement foundation (that is, the stabilizer). By filling and compacting the soil that is mixed with on-site soil and cement-solidifying material into the recessed part due to the rolling pressure of the groove on the upper part of the improved foundation, the subsidence of 1 kilonewton is less than 2 meters deep from the bottom of the foundation. Strengthened to avoid Building quality improvement foundation (the stable material).
この際、転圧と振動を与える工事の前に、基礎構築部分の数箇所に前記スウエーデン式サウンディング工法を行い、工事完了後に工事前と同じ場所でのスウエーデン式サウンディング工法の試験結果を照合して前記省令に合致していることを確かめたのち、前記安定地盤上面のベタ基礎となる部分に配筋しコンクリートを打設して安定地盤による地盤改良基礎部とベタ基礎とを一体化する。土質改良基礎部ないし地盤改良部(安定材)とベタ基礎とで囲まれた土は剛体となり、建物の不同沈下を防止できる。 At this time, the Swedish sounding method is applied to several parts of the foundation construction before the work that gives rolling pressure and vibration, and the test results of the Swedish sounding method at the same place as before the work are verified after the completion of the work. After confirming that it meets the above-mentioned ministerial ordinance, the ground improvement foundation part and the solid foundation by the stable ground are integrated by placing reinforcing bars on the part that becomes the solid foundation on the upper surface of the stable ground. The soil surrounded by the soil improvement foundation or the ground improvement part (stabilizer) and the solid foundation becomes a rigid body, and can prevent uneven settlement of the building.
次に図面に基づいて本発明を具体的に説明する。図1は本発明の1実施態様の断面図である。 Next, the present invention will be specifically described with reference to the drawings. FIG. 1 is a cross-sectional view of one embodiment of the present invention.
図示のように、建築する敷地領域面内に所定幅の溝を計画し、住宅基礎構築部分の施工前に前記溝(幅50〜60cm)を対象に、振動機及び土を締め固める機械を走行させ、その溝の土を基礎下端2メートル以深に転圧締固めの効果を出して建築基準法施行令第93条に基づき公布された平成13年7月2日に告示第1113号によって規定された方法に沿って、地盤の許容応力度及び基礎部の許容支持力を求めるための地盤調査を行い、その結果に基づき地盤の許容応力度及び土質改良基礎部(すなわち安定材)11の許容支持力を確かめる。この際、転圧と振動を与える工事の前に、基礎構築部分の数箇所に前記スウエーデン式サウンディング工法を行い、工事完了後に工事前と同じ場所でのスウエーデン式サウンディング工法の試験結果を照合して前記省令に合致していることを確かめたのち、前記安定地盤上面のベタ基礎となる部分に配筋しコンクリートを打設して地盤改良基礎部とベタ基礎とを一体化する。 As shown in the figure, a groove with a predetermined width is planned in the area of the site area to be built, and a vibrator and a soil compaction machine are driven for the groove (width 50 to 60 cm) before the construction of the housing foundation construction part. It was regulated by Notification No. 1113 on July 2, 2001 that was promulgated based on Article 93 of the Building Standards Law Enforcement Ordinance with the effect of compacting the soil of the groove to a depth of 2 meters or more at the bottom of the foundation In order to determine the allowable stress level of the ground and the allowable bearing capacity of the foundation, the allowable stress level of the ground and the allowable support of the soil improvement foundation (ie, the stabilizer) 11 are based on the results. Check the power. At this time, the Swedish sounding method is applied to several parts of the foundation construction before the work that gives rolling pressure and vibration, and the test results of the Swedish sounding method at the same place as before the work are verified after the completion of the work. After confirming that it conforms to the ministerial ordinance, the ground improvement foundation and the solid foundation are integrated by placing reinforcing bars and placing concrete on the solid foundation on the upper surface of the stable ground.
施工前のスウェーデン式サウンディングにより地盤の強度を確かめる際の振動転圧によって標準地盤より下がった凹没部分hは、現場土とセメント固化材とを混合した土質を充填し、ランマー等で転圧して土質強度をもたせた改良土質の安定材11としたのち、ベタ基礎10及び基礎立ち上がり12とを一体化することもできる。なお、地盤改良基礎部(安定材11)の上部またはその近傍に布基礎(図示省略)を打設してベタ基礎10及び基礎立ち上がり12とを一体化することもできる。
The recessed part h that has been lowered from the standard ground by vibration rolling pressure when checking the strength of the ground by the Swedish sounding before construction is filled with soil material mixed with on-site soil and cement solidified material and rolled with rammer etc. The
図1に示すように、上屋からの荷重P、最終設置面(初期設置面の条件による土質改良の位置を決める)S、地盤改良ないし筋目改良部分の底面積Am2、同深さH(調査により決定)、地盤改良部で囲まれた内側領域(A)、建屋全体の重量をWtonとすると、地盤改良部分の底面積のみの地反力、σcはW/σc(ton/m2)となる。スウエーデン式サウンディング法の調査結果より想定地耐力以下になるように土質改良を行う(ベタ基礎部分は余力として存在する)。なお、図中、ベタ基礎配筋等の図示を省略してある。 As shown in FIG. 1, the load P from the roof, the final installation surface (determining the position of soil improvement according to the conditions of the initial installation surface) S, the bottom area Am 2 of the ground improvement or line improvement part, the same depth H ( Determined by survey), the inner area surrounded by the ground improvement part (A), and the weight of the entire building is Wton, the ground reaction force of the bottom area of the ground improvement part, σc is W / σc (ton / m 2 ) It becomes. The soil quality will be improved so that it will be less than the expected soil strength from the results of the Swedish sounding method (the solid foundation exists as a surplus). In addition, illustration of a solid basic bar arrangement etc. is abbreviate | omitted in the figure.
上述のように、施工前にスウェーデン式サウンディングにより地盤の強度を確かめたのち、予め地盤に溝(幅50〜60cm)を計画し、その溝に振動と転圧の効果を具えた機械を作動させて、前記省令に規定された基礎下端より2メートル以深に1キロニュートンの自沈以下にならないよう地盤を強化する。振動、転圧によって標準地盤より下がった凹没部分hに基礎構築部分の土とセメント固化材とを混合した土質を充填してGLの高さとし、該土質部分を締固めて土質強度をもたせた安定材を造り、該安定材の上面にベタ基礎配筋を配置しコンクリートを打設して一体化する。 As mentioned above, after confirming the strength of the ground by Swedish sounding before construction, a groove (width 50 to 60 cm) is planned in advance in the ground, and a machine with the effect of vibration and rolling pressure is operated in the groove. The ground will be strengthened so that it will not fall below 1 kilonewton self-sink 2 meters deeper than the bottom of the foundation specified in the Ministerial Ordinance. Filled with the soil which mixed the soil of the foundation construction part and the cement solidified material in the recessed part h which was lowered from the standard ground by vibration and rolling pressure to make the GL height, and the soil part was compacted to give soil strength. A stabilizer is made, and a solid foundation reinforcement is placed on the top surface of the stabilizer, and concrete is cast and integrated.
前述のように、土質改良部または筋目改良部分の底面積をAm2とし、建屋全体の重量をWtonとすると、改良底面積のみの地反力σcは、σc=W/A(ton/m2)であるから、スウェーデン式サウンディング試験の結果より、想定地耐力以下になるように土質改良を行うことで、ベタ基礎部分は余力として存在する。この土質改良部(安定材)11の上面にベタ基礎配筋を配筋し、ベタ基礎10を打設し、基礎立ち上がり部分12を造成したのち、通常のとおり上部構造を構築する。基礎立ち上がり部分12は、普通の型枠を建て込み、コンクリート打設後に型枠外しとしても良いが、基礎立ち上がり部分の外周部にコンクリートとの付着性をよくした仕上げ材(図示省略)をそのまま型枠として用い、内側に捨て型枠を建て込み基礎立ち上がり部造成用のコンクリートを打設することにより、コンクリート硬化後の型枠外し作業を省略するようにしてもよい。なお、図中、符号Pは上家からの荷重、Hは土質改良部の深さで地盤調査により決定する。
As described above, assuming that the bottom area of the soil improvement part or the line improvement part is Am 2 and the weight of the whole building is Wton, the ground reaction force σc of only the improved bottom area is σc = W / A (ton / m 2 Therefore, from the result of the Swedish sounding test, the solid foundation part exists as a surplus by improving the soil so that it will be less than the assumed ground strength. After placing a solid foundation reinforcement on the upper surface of the soil quality improvement part (stabilizer) 11, placing a
表1は地盤改良前の、所定の測点位置におけるスウェーデン式サウンディング試験結果〔荷重W、半回転数Na、貫入深さD(m)、貫入量L(cm)及び貫入状況、推定柱状図、荷重Wsw/kN、貫入量1m当り半回転数Nsw、換算N値、換算qu(kN/m2)〕を示す。表2は地盤改質後における試験結果であって、貫入深さ1m以上における地盤改質後の換算N値、換算quが大幅に改善されていることを示している。 Table 1 shows Swedish sounding test results at a predetermined station position before the ground improvement [load W, half rotation speed Na, penetration depth D (m), penetration amount L (cm) and penetration situation, estimated column diagram, Load Wsw / kN, half rotation speed Nsw per 1 m penetration amount, converted N value, converted qu (kN / m 2 )]. Table 2 shows test results after ground reforming, and shows that the converted N value and converted qu after ground reforming at a penetration depth of 1 m or more are greatly improved.
図1において上屋より伝わる荷重Pは、地中に作られた節目による地盤改良の先端に伝わって若干の沈下が生じる。その際、生じた土の移動は地盤改良の内側(A)に入って圧縮され、周囲が拘束されているので固い地盤となる。従って、建築後、半年から1年で改良地盤の先端の水平位置が設置面となる。すなわち、地盤を全体にわたって改良したものと同等の形態となるが、むしろ全体を同じ深さで改良した場合より、地盤のなじみがよくなって経済的にも優れた基礎構築工法となる。 In FIG. 1, the load P transmitted from the shed is transmitted to the tip of the ground improvement due to the knots formed in the ground, and some subsidence occurs. At that time, the generated movement of the soil enters the inside (A) of the ground improvement and is compressed, and since the surroundings are restrained, the ground becomes hard. Therefore, the horizontal position of the tip of the improved ground becomes the installation surface in six months to one year after construction. That is, although it becomes the form equivalent to what improved the ground over the whole, rather than the case where the whole is improved by the same depth, the familiarity of the ground becomes better and it becomes an economically superior foundation construction method.
なお、安定材と現場打設杭(図示を省略)とを併用する場合には、軟弱地盤であるベタ基礎施工領域内に、所要数の現場打設杭を構築する。この場合も、現場打設杭で補強された土質周囲を囲んで連続する土質改良部造成用の溝を計画して前記と同様に土質強度をもたせた土質改良部(安定材)を造る。安定材の上面にベタ基礎配筋と定着したのち、安定材と現場打設杭頂部並びにベタ基礎部分にコンクリートを打設して一体化する。現場打設杭は、穿孔した杭孔に、ソイルセメントを掘削土に混合撹拌(例えば300kg/m3)し、これに水を加えたスラリーを充填することで施工される。この現場打設杭は、支持杭ではなく安定材的な目的をもっているので、土質強度と靭性とをもたせた改良土質による安定材上面と現場打設杭の頂部とに配筋してベタ基礎コンクリートを打設することで基礎部の施工を完了する。 In addition, when using together a stabilizer and a field placement pile (illustration omitted), a required number of field placement piles is constructed in the solid foundation construction area which is a soft ground. In this case as well, a soil improvement part (stabilizer) having a soil strength similar to that described above is prepared by planning a continuous soil improvement part groove surrounding the soil reinforced by the site-placed pile. After the solid foundation reinforcement is fixed on the top surface of the stabilizer, concrete is placed on the stabilizer, the top of the pile placed on the spot, and the solid foundation part to be integrated. In-situ piles are constructed by mixing and agitating soil cement (for example, 300 kg / m 3 ) in excavated soil in a drilled pile hole and filling the slurry with water added thereto. Since this site-casting pile has the purpose of not a support pile but a stabilizing material, the solid foundation concrete is arranged by arranging the upper surface of the stabilizer with the improved soil with soil strength and toughness and the top of the site-casting pile. To complete the construction of the foundation.
上述のように、本発明によれば、建築物の基礎部に土質改良して造成した安定材上部に配筋してベタ基礎部分と一体化したため、安定材とベタ基礎部分とで囲まれた土は剛体となる。また、安定材と現場打設杭とを併用する場合には、周囲の土質より著しく強固なものとなり、建造物の不同沈下を確実に防止できる。 As described above, according to the present invention, since the reinforcement is arranged on the top of the stabilizer formed by improving the soil quality on the foundation of the building and integrated with the solid foundation, the stabilizer is surrounded by the solid foundation. The soil becomes a rigid body. Moreover, when using a stabilizer and an in-situ pile in combination, it becomes remarkably stronger than the surrounding soil, and it is possible to reliably prevent uneven settlement of the building.
10 ベタ基礎 11 地盤改良部(安定材)
12 基礎立ち上がり部 S 最終接地面
H 強化地盤の深さ h 凹没部分
10
12 Foundation rising part S Final ground surface H Depth of reinforced ground h Recessed part
Claims (3)
前記建屋の住宅基礎(10,12)を構築する場所の数箇所で、前記地盤の許容応力度を確かめる試験としてスウエーデン式サウンディング試験を行う第1試験工程と、
前記住宅基礎(10,12)を構築する場所において、転圧と振動を与える工事を行うことで、前記第1試験工程で前記試験を行った箇所を含むように、凹没部(h)を形成するとともに、当該凹没部(h)の下方の地盤を強化する強化地盤造成工程と、
前記強化地盤造成工程で強化した地盤に対して、前記第1試験工程で前記試験を行った箇所で、前記第1試験工程と同様にスウエーデン式サウンディング試験を行う第2試験工程と、
前記凹没部(h)に、現場土とセメント固化材とを混合したセメント混合物を充填する工程と、
前記セメント混合物の上部にコンクリートを打設することで、当該セメント混合物と一体化されたベタ基礎を構築する工程と
を含む、ベタ基礎工法。 A solid foundation method for building a solid foundation for buildings on the ground,
A first test step in which a Swedish sounding test is performed as a test for confirming the allowable stress level of the ground at several places where the building foundation (10, 12) of the building is constructed;
In the place where the housing foundation (10, 12) is constructed, the recessed portion (h) is formed so as to include the place where the test was performed in the first test step by performing a construction that applies rolling pressure and vibration. And forming a reinforced ground forming step for strengthening the ground below the recessed portion (h),
A second test step for performing a Swedish sounding test in the same manner as the first test step at the location where the test was performed in the first test step, with respect to the ground reinforced in the reinforced ground creation step,
Filling the indented portion (h) with a cement mixture obtained by mixing on-site soil and cement solidifying material;
A solid foundation construction method including a step of constructing a solid foundation integrated with the cement mixture by placing concrete on top of the cement mixture.
さらに含む、請求項1に記載のベタ基礎工法。 The solid foundation construction method according to claim 1, further comprising a step of placing a fabric foundation on or near the cement mixture.
さらに含む、請求項1に記載のベタ基礎工法。 The solid foundation construction method according to claim 1, further comprising a step of giving soil strength to the cement mixture by solidifying the cement mixture before the step of constructing the solid foundation.
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