JPH06212687A - Complex building - Google Patents

Complex building

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Publication number
JPH06212687A
JPH06212687A JP5021746A JP2174693A JPH06212687A JP H06212687 A JPH06212687 A JP H06212687A JP 5021746 A JP5021746 A JP 5021746A JP 2174693 A JP2174693 A JP 2174693A JP H06212687 A JPH06212687 A JP H06212687A
Authority
JP
Japan
Prior art keywords
foundation
building
slab
floor
ground
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
JP5021746A
Other languages
Japanese (ja)
Other versions
JP2676128B2 (en
Inventor
Moriya Arai
守彌 新井
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.)
ARAI KENSETSU KK
Original Assignee
ARAI KENSETSU KK
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 ARAI KENSETSU KK filed Critical ARAI KENSETSU KK
Priority to JP5021746A priority Critical patent/JP2676128B2/en
Publication of JPH06212687A publication Critical patent/JPH06212687A/en
Application granted granted Critical
Publication of JP2676128B2 publication Critical patent/JP2676128B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Building Environments (AREA)
  • Residential Or Office Buildings (AREA)

Abstract

PURPOSE:To increase the waterproofing and workability of the boundary layer between a wooden building and a RC building and prevent dewing at the surface of interial members on the RC walls and further, increase the vibration proofing to firmly support the building and enlarge the space of underfloor storage with respect to a room to effectively make use of the ground. CONSTITUTION:The inner slab 23 supporting a wooden building in a concrete slab 22 is arranged at a higher level through a step 25 having a different level than the outer slab 24 at the outside of the inner slab and a haunch 26 is provided at the rear face of the step 25 and a dampproofing sheet is stuck at the interial part of the RC building. Then a foundation slab 8 is placed in the excavated ground and a foundation beam 11 is erected inside the excavated area to unify the foundation beam 11 with the building foundation 5.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は1階部をRC造建造物、
2階部を木造建造物とする建築物において、漏水を防止
すると共に、施工性及び耐震性を向上させる複合建築物
に関するものである。
BACKGROUND OF THE INVENTION The present invention relates to an RC building on the first floor,
The present invention relates to a composite building that prevents leakage of water and improves workability and earthquake resistance in a building whose second floor is a wooden structure.

【0002】[0002]

【従来の技術】従来、RC造建造物を一階部とし、該一
階部上に2階部として木造建造物を構築する建築物が知
られているも、かかる建築物は天井スラブaを打設養生
した後、該天井スラブa上に水返し部bを打設養生し、
該水返し部b上面に土台cを載置固設すると共に、外部
スラブdから水返し部bに亘って防水材eを敷設して1
階部と2階部との境界部の防水処理を施しているが、天
井スラブa打設後に水返し部bを打設するため二度手間
となると共に、施工後長期間経過するうちに防水材eの
防水機能が低下すると、天井スラブaと水返し部bの打
継部fより漏水する欠点を有している。
2. Description of the Related Art Conventionally, there is known a building in which an RC building is used as a first floor and a wooden building is built on the first floor as a second floor, but such a building has a ceiling slab a. After casting and curing, the water repelling part b is placed and cured on the ceiling slab a,
A base c is placed and fixed on the upper surface of the water return section b, and a waterproof material e is laid from the external slab d to the water return section b.
Although the boundary between the first floor and the second floor is waterproofed, it takes a lot of work because the water repelling part b is placed after the ceiling slab a is placed, and it is waterproofed after a long period of construction. If the waterproof function of the material e deteriorates, there is a drawback that the ceiling slab a and the water return portion b leak water from the joint portion f.

【0003】又、一般的な建物基礎は地面に対する接触
部分が平面的で地面との一体化が不足し、地震等の横揺
れに対して非常に弱い欠点を有し、又床下収納庫として
は、建物基礎とは別体にて床部と周壁部からなる上方開
口する構造体と成しているが、該構造体の内外両側面に
防水処理を施してもその床部と周壁部の打継部から漏水
したり、完成した周壁部には施工時に使用した型枠の間
隔を保持するセパレーターが規則的に多数埋設状態で放
置され、かかるセパレーターがコンクリート中の水分に
よる錆発生、経時変化により、周壁部である耐力壁を構
成するコンクリートとセパレーターの間に隙間が生じて
セパレーター埋設部から漏水する欠点を有していた。
Further, a general building foundation has a flat contact portion with respect to the ground, lacks integration with the ground, and is extremely weak against rolling such as an earthquake. Although it is a structure separate from the building foundation and has an upward opening consisting of a floor and a peripheral wall, even if the interior and exterior side surfaces of the structure are waterproofed, the floor and peripheral walls are striking. Water leaks from the joints, and a large number of separators that maintain the intervals of the formwork used during construction are regularly left in the embedded state on the completed peripheral wall. However, there is a drawback that a gap is generated between the separator and the concrete forming the load bearing wall, which is the peripheral wall portion, and water leaks from the embedded portion of the separator.

【0004】[0004]

【発明が解決しようとする課題】本発明は木造建造物と
RC造建造物の境界部の防水性を向上させると共に施工
性を向上し、又RC造壁面の内装材表面の結露の発生を
防止し、更に耐震性を向上させて建物を強固に支持する
と共に、部屋に対する床下収納庫の大きさを拡大して土
地の有効利用を図り、而も床下収納庫への地表、地面か
らの漏水を防止する様にした複合建造物を提供せんとす
るものである。
DISCLOSURE OF THE INVENTION The present invention improves the waterproof property at the boundary between a wooden building and an RC building and improves the workability, and prevents the occurrence of dew condensation on the interior material surface of the RC wall surface. In addition to further improving the earthquake resistance and firmly supporting the building, the size of the underfloor storage for the room is expanded to make effective use of the land, and the surface of the underfloor storage and the leakage of water from the ground are also increased. It is intended to provide a composite building that is designed to prevent it.

【0005】[0005]

【課題を解決するための手段】本発明は上記従来技術に
基づく1階部と2階部との境界部の漏水、天井スラブの
施工性等の課題に鑑み、一階部のコンクリートスラブの
外部スラブと内部スラブとの間に高低差を設け、外部ス
ラブ上の水を内部スラブへ漏水しない様にして上記欠点
を解消せんとしたものである。
In view of the problems such as water leakage at the boundary between the first and second floors and the workability of the ceiling slab, which is based on the above-mentioned conventional technique, the present invention provides an exterior of the concrete slab on the first floor. A height difference is provided between the slab and the inner slab so that the water on the outer slab does not leak to the inner slab and the above-mentioned drawbacks are not solved.

【0006】又、建物基礎と地面の一体性欠如による横
揺れに弱い課題に鑑み、開掘部の掘下げ地面に基礎スラ
ブを打設すると共に、開掘部の内面側に基礎梁を立設
し、該基礎梁の上部を建物基礎と一体化することによっ
て、建物基礎と基礎梁を同時に構築すると共に、建物基
礎の一部の基礎梁等が地中に没入して建物基礎全体が強
固となる様にして上記欠点を解消せんとしたものであ
る。
Further, in view of the problem that the building foundation and the ground are vulnerable to rolling due to the lack of integration, the foundation slab is driven on the down digging ground of the excavation part and the foundation beam is erected on the inner surface side of the excavation part. By integrating the upper part of the foundation beam with the building foundation, the building foundation and the foundation beam can be constructed at the same time, and at the same time, a part of the foundation beam of the building foundation will be immersed in the ground to strengthen the entire foundation. Therefore, the above drawbacks are not solved.

【0007】又、打継部、セパレーター埋設部から漏水
する課題に鑑み、基礎スラブ上に基礎梁を立設する外周
打継部に止水材を介装したり、基礎梁の構築時に発生す
るセパレーター近傍の窪み部に止水材を埋設することに
よって、止水材の膨潤性で完全防水する様にして上記欠
点を解消せんとしたものである。
Further, in view of the problem of water leakage from the splicing part and the separator burying part, a water blocking material is interposed in the outer peripheral splicing part where the foundation beam is erected on the foundation slab, or occurs when the foundation beam is constructed. By embedding a water-stopping material in the recess near the separator, the swelling property of the water-stopping material is used to completely waterproof it so that the above-mentioned drawbacks cannot be solved.

【0008】[0008]

【作用】本発明にあっては、2階部の構築区域である内
部スラブが構築区域外である外部スラブより高く成る様
にコンクリートスラブに段差部を設けることにより、外
部スラブ上の水の内部スラブへの漏水を完全に防止し、
又RC造建造物の内装部の下地材として外壁及び内壁の
壁面に貼着することにより形成される空気層が室内外の
温度差を緩和して内装材表面への結露を防止し、又地中
に構築した地下収納庫における基礎梁の上部を地表から
上方突設して建物基礎と一体化することにより、建物基
礎全体の耐震基礎化を図る。
In the present invention, the step inside the concrete slab is provided so that the internal slab which is the building area on the second floor is higher than the external slab which is outside the building area. Completely prevent water leakage to the slab,
Further, an air layer formed by adhering to the wall surfaces of the outer wall and the inner wall as a base material of the interior part of the RC structure reduces the temperature difference between the inside and the outside to prevent dew condensation on the surface of the interior material. The upper part of the foundation beam in the underground storage built inside will be projected upward from the ground surface and integrated with the building foundation to make the entire building foundation seismic resistant.

【0009】又、漏水の危惧がある外周打継部及び基礎
梁のセパレーター埋設位置に止水材を夫々埋設して防水
化を図る。
Further, a waterproofing material is buried in the outer peripheral joint portion where there is a danger of water leakage and the separator embedding position of the foundation beam to make it waterproof.

【0010】又、建物基礎をベタ基礎とした1階部のR
C造建造物は1体の箱体と成って耐震構造化が図られる
と共に、1階部の床下全面がコンクリート(ベタ基礎の
基礎スラブ)と成って地盤からの湿気を遮断する。
In addition, the R of the first floor, which is the solid foundation of the building
The C building is made of one box for earthquake-proof structure, and the entire floor under the floor of the first floor is made of concrete (solid foundation slab) to block moisture from the ground.

【0011】[0011]

【実施例】以下本発明の一実施例を図面に基づいて説明
すると、1は本発明に係る複合建築物であり、該複合建
築物1は1階部をRC造建造物2(鉄筋コンクリート造
建造物)と成すと共に、2階部を木造建造物3と成して
構築している。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings, in which 1 is a composite building according to the present invention, and the composite building 1 has an RC building 2 (reinforced concrete building) on the first floor. The wooden structure 3 is constructed on the second floor.

【0012】RC造建造物2は地表A上で縦横方向に多
数立設すると共に、一部が地中に埋設された耐震基礎4
を有する建物基礎5上に構築され、かかる耐震基礎4は
地表Aを方形状に掘り下げて開掘部Bを設けると共に、
該開掘部Bの底部である掘下げ地盤C全域に割栗地業部
6を施すと共に、該割栗地業部6上面の全面に捨てコン
クリート7を表面平坦となる様に薄く打設し、該捨てコ
ンクリート7上に基礎スラブ8を打設、養生後、基礎ス
ラブ8の外周打継部9に止水材10を載設し、該止水材10
を含蓄する如く開掘部Bの内面に沿って枡壁状の基礎梁
11、11a …を地表Aより突出させて立設構築し、該基礎
梁11、11a …と基礎スラブ8とによって形成される内部
空間を床下収納庫12と成している。
A large number of RC structures 2 are erected vertically and horizontally on the ground surface A, and a part of the seismic foundation 4 is buried in the ground.
Is constructed on a building foundation 5 having, and the seismic resistant foundation 4 digs the ground surface A into a square shape to provide an excavated portion B, and
The whole area of the excavated ground C, which is the bottom of the excavated portion B, is provided with the split chestnut ground engineering section 6, and the concrete 7 is thrown thinly on the entire upper surface of the split chestnut ground engineering section 6 so as to have a flat surface. After placing the foundation slab 8 on the discarded concrete 7 and curing it, the water blocking material 10 is placed on the outer circumferential joint 9 of the foundation slab 8 and the water blocking material 10
Along the inner surface of the excavated part B so as to contain
11 and 11a are made to stand upright from the surface A of the ground, and the internal space formed by the foundation beams 11 and 11a and the foundation slab 8 constitutes an underfloor storage 12.

【0013】又、上記止水材10は基礎スラブ8及び基礎
梁11、11a …を構成するコンクリート中の水分を吸収し
て膨張する膨潤性を有している。
Further, the water blocking material 10 has a swelling property which absorbs moisture in the concrete constituting the foundation slab 8 and the foundation beams 11, 11a ...

【0014】そして、基礎スラブ8及び基礎梁11、11a
…の外側面に防水シート13を貼着すると共に、基礎スラ
ブ8及び基礎梁11、11a …と地表Aを掘り下げた部分の
隙間を土砂で埋め込んでいる。
The foundation slab 8 and foundation beams 11, 11a
The waterproof sheet 13 is attached to the outer surface of the base material, and the space between the foundation slab 8 and the foundation beams 11, 11a and the ground surface A is dug in with earth and sand.

【0015】尚、上記基礎スラブ8及び基礎梁11、11a
…の構築に際して、漏水対策の観点から両者の外周打継
部9に止水材10を設ける他に、これらを構成するコンク
リートには防水性混和材を混入している。
The above-mentioned foundation slab 8 and foundation beams 11, 11a.
In the construction of ..., In addition to providing the water blocking material 10 on the outer peripheral joints 9 from the viewpoint of water leakage prevention, a waterproof admixture is mixed in the concrete constituting these.

【0016】14、14a …は基礎梁11、11a …の構築時に
該基礎梁11、11a …内に規則的に埋設、放置されたセパ
レーターであり、該セパレーター14、14a …は丸棒状で
両端部にネジ部15、15a …が螺設され、該ネジ部15、15
a …に螺入されていた木コン(図示せず)を養生、型枠
脱型後、螺脱し、かかる木コンを取り外した時にセパレ
ーター14、14a …の両端部が露出すると共に、基礎梁1
1、11a …内外両側面に窪み部16、16a が現出する。
Reference numerals 14, 14a ... Are separators that are regularly buried and left in the foundation beams 11, 11a ... When the foundation beams 11, 11a ... Are constructed. The separators 14, 14a. Screw parts 15, 15a ... are screwed to the screw parts 15, 15a.
A wooden screw (not shown) screwed into a ... is cured, the mold is removed from the mold, and then unscrewed. When the wooden container is removed, both ends of the separators 14 and 14a are exposed and the foundation beam 1
1, 11a ... Dimples 16 and 16a appear on both inner and outer surfaces.

【0017】そして、かかる窪み部16、16a にモルタル
接着剤17を塗布すると共に、膨潤性を有する止水材10を
ネジ部15、15a …に巻着し、防水モルタル18を窪み部1
6、16a に塗り込んで止水材10を埋設している。
A mortar adhesive 17 is applied to the recesses 16 and 16a, and a water blocking material 10 having a swelling property is wound around the screw portions 15, 15a ...
Water-blocking material 10 is buried by coating on 6 and 16a.

【0018】次に、建物基礎5上には外壁体19及び内壁
体19a が立設構築され、基礎梁11、11a …上の内壁体19
a の内側に、地表A面より高くなる様に架設された床部
20の適宜位置に室内と床下収納庫12間の開閉自在なる出
入口21を設けている。
Next, the outer wall body 19 and the inner wall body 19a are erected on the building foundation 5, and the inner wall body 19 on the foundation beams 11, 11a.
Inside the a, the floor that is erected above the surface A
An entrance 21 that can be opened and closed between the room and the underfloor storage 12 is provided at an appropriate position of 20.

【0019】22はRC造建造物2の天井部を構成するコ
ンクリートスラブであり、該コンクリートスラブ22は建
物基礎5上に立設構築された外壁体19及び内壁体19a 上
部に構築するものにして、木造建造物3を構築する区域
である内部スラブ23と、該内部スラブ23の外方の外部ス
ラブ24とに区割され、かかる区割箇所にあってコンクリ
ートスラブ22は段差部25を有する折れスラブ状に形成し
て内部スラブ23を外部スラブ24より高く設定し、且つ段
差部25の裏面にハンチ26を設けている。
Reference numeral 22 is a concrete slab that constitutes the ceiling of the RC building 2, and the concrete slab 22 is to be built on the outer wall body 19 and the inner wall body 19a that are erected on the building foundation 5. The inner slab 23, which is an area for constructing the wooden structure 3, and the outer slab 24 outside the inner slab 23 are divided, and the concrete slab 22 has a step portion 25 at the division position. The inner slab 23 is formed in a slab shape so that the inner slab 23 is set higher than the outer slab 24, and the haunch 26 is provided on the back surface of the step portion 25.

【0020】又、内部スラブ23と外部スラブ24の重合寸
法Xは上部の木造建造物3の重量に比例して大きく成
り、又かかる重合部に梁27が通る場合にはハンチ26を図
3に示す様に設けている。
Further, the overlapping dimension X of the inner slab 23 and the outer slab 24 becomes larger in proportion to the weight of the upper wooden structure 3, and when the beam 27 passes through the overlapping portion, the haunch 26 is shown in FIG. It is provided as shown.

【0021】28はRC造建造物2の内装部29の下地材と
なる防湿シートであり、該防湿シート28はウレタンシー
ト30とアルミシート31からなる2層シート状にして、ウ
レタンシート30が外壁体19及び内壁体19a の壁面に接す
る様に貼着し、かかる防湿シート28上に胴縁32、32a …
を所定間隔を有して水平及び垂直に固設すると共に、該
胴縁32、32a …の上面にベニヤ板等の内装材33を固着し
て内装部29と成している。
Reference numeral 28 is a moisture-proof sheet which serves as a base material for the interior portion 29 of the RC building 2. The moisture-proof sheet 28 is a two-layer sheet made up of a urethane sheet 30 and an aluminum sheet 31, and the urethane sheet 30 is an outer wall. It is attached so as to contact the wall surfaces of the body 19 and the inner wall body 19a, and the furring strips 32, 32a on the moisture-proof sheet 28.
Are fixed horizontally and vertically with a predetermined interval, and an interior material 33 such as a veneer plate is fixed to the upper surfaces of the furring strips 32, 32a ... to form an interior portion 29.

【0022】又、内壁体19a の開口部においては、該開
口部を形成する壁部端面34を取り巻く様に防湿シート28
を貼着し、その上に枠、鴨居等の仕上げ材35を固設して
いる。
At the opening of the inner wall 19a, the moisture-proof sheet 28 is formed so as to surround the end surface 34 of the wall forming the opening.
, And a finishing material 35 such as a frame and a kamoi is fixed on it.

【0023】尚、外壁体19の外側面には吹付等の外装36
を施しており、又37は外壁体19上方に設けた排気部であ
り、該排気部37はコンクリートスラブ22と該コンクリー
トスラブ22下方に構築した天井部38との間に相当する外
壁体19の所定位置に設けている。
The outer surface of the outer wall body 19 has an exterior 36 such as a spray.
37 is an exhaust portion provided above the outer wall body 19, the exhaust portion 37 of the outer wall body 19 corresponding between the concrete slab 22 and the ceiling portion 38 constructed below the concrete slab 22. It is provided in place.

【0024】39はコンクリートスラブ22上面への水の侵
入を防止する防水シートであり、該防水シート39は外部
スラブ24全面に亘って貼着すると共に、段差部25より上
方に延出し、又外部スラブ24を一階部の外壁体19より外
方へ突出させると共に、かかる外部スラブ24の外周部よ
り上方にパラペット40を延出形成し、該パラペット40と
上記外部スラブ24により広いバルコニー41を形成してい
る。
Reference numeral 39 is a waterproof sheet for preventing water from entering the upper surface of the concrete slab 22. The waterproof sheet 39 is attached over the entire surface of the outer slab 24 and extends above the step 25 and The slab 24 is projected outward from the outer wall body 19 on the first floor, and the parapet 40 is formed above the outer peripheral portion of the outer slab 24 so as to form a wide balcony 41 by the parapet 40 and the outer slab 24. is doing.

【0025】そして、2階部である木造建造物4をコン
クリートスラブ22における段差部8に沿う様に固設する
土台42上に構築している。
The second-floor wooden structure 4 is constructed on a base 42 which is fixedly installed along the step 8 of the concrete slab 22.

【0026】尚、本実施例においては1階部であるRC
造建造物2上に木造建造物3を構築したが、かかる方式
に限定されず、1階部であるRC造建造物2上にS造建
造物(鉄骨造建造物)を構築することも可能である。
In the present embodiment, the RC which is the first floor
The wooden building 3 was built on the building 2; however, it is not limited to this method, and it is also possible to build an S building (steel building) on the RC building 2 which is the first floor. Is.

【0027】又、建物基礎5は図1に示す様なベタ基礎
であったり、或いは図2に示す様な布基礎であっても良
く、図1の様なベタ基礎の場合には特に広い部屋の床下
を構成する基礎スラブ43の中央部に、割栗地業部6を介
して地盤と連通する排水部44を設けると共に該排水部44
に土砂を入れている。
The building foundation 5 may be a solid foundation as shown in FIG. 1 or a cloth foundation as shown in FIG. 2. In the case of the solid foundation as shown in FIG. In the center of the foundation slab 43 that constitutes the underfloor of the building, a drainage section 44 that communicates with the ground via the split chestnut industry section 6 is provided, and the drainage section 44 is also provided.
The soil is put in.

【0028】次に本発明に係る複合建築物の作用につい
て説明すると、コンクリートスラブ22に段差部25を設け
て、2階部である木造建造物3の構築区域である内部ス
ラブ23上面が構築区域外である外部スラブ24より高くし
ているため、外部スラブ24から内部スラブ23側への雨水
等の漏水を防止出来、又1階屋根部となる外部スラブ24
が陸屋根又はバルコニー41と成ると共に、2階部には床
からの大きな開口部が形成出来、且つ陸屋根又はバルコ
ニー41が介在して開口部と隣家との間隔が広がることに
よって採光量が増加する。
Next, the operation of the composite building according to the present invention will be described. A step 25 is provided on the concrete slab 22 and the upper surface of the inner slab 23, which is the construction area of the wooden structure 3 which is the second floor, is the construction area. Since it is higher than the external slab 24 that is outside, it is possible to prevent water leakage such as rainwater from the external slab 24 to the internal slab 23 side, and also the external slab 24 that becomes the roof part on the first floor
Is a flat roof or balcony 41, and a large opening from the floor can be formed on the second floor, and the distance between the opening and the adjacent house is widened by the flat roof or balcony 41 to increase the amount of light.

【0029】又、ウレタンシート30とアルミシート31の
2層シートである防湿シート28をRC造建造物2の内装
部29の下地材として貼着しているため、内装材33が直に
外壁体19及び内壁体19a に直に接触せず、而も内装材33
と外壁体19及び内壁体19a 間に空気層を形成することに
より、該空気層が室内外の温度差を緩和して内装材33表
面への結露を防止し、又外壁体19及び内壁体19a の壁面
に結露が発生しても、その湿気が壁面と防湿シート28の
アルミシート31間を通って天井部38に抜け排気部37より
戸外へ排出される。
Further, since the moisture-proof sheet 28, which is a two-layer sheet of the urethane sheet 30 and the aluminum sheet 31, is attached as a base material for the interior portion 29 of the RC building 2, the interior material 33 is directly attached to the outer wall body. It does not come into direct contact with the inner wall 19 and the inner wall 19a.
By forming an air layer between the outer wall body 19 and the inner wall body 19a, the air layer alleviates the temperature difference between the inside and the outside to prevent dew condensation on the surface of the interior material 33, and the outer wall body 19 and the inner wall body 19a. Even if dew condensation occurs on the wall surface, the moisture passes through between the wall surface and the aluminum sheet 31 of the moisture-proof sheet 28, passes through the ceiling portion 38, and is discharged from the exhaust portion 37 to the outside.

【0030】又、建物基礎5の一部である基礎スラブ8
及び基礎梁11、11a …等が地中に没入し耐震基礎4と成
って耐震性を向上し、又基礎スラブ8及び基礎梁11、11
a …の外周打継部9、及び基礎梁11、11a …に埋設状態
のセパレーター14、14a …が位置する基礎梁11、11a …
の両面側の窪み部16、16a に止水材10を夫々埋設するこ
とにより、該止水材10がコンクリート中の水分を吸収、
膨潤してそれらの隙間を閉塞して完全防水する。
The foundation slab 8 which is a part of the building foundation 5
And foundation beams 11, 11a, etc. are immersed in the ground to form the earthquake-resistant foundation 4 to improve the earthquake resistance, and the foundation slab 8 and foundation beams 11, 11
The outer peripheral joint portion 9 and the foundation beams 11, 11a ... The foundation beams 11, 11a ... In which the embedded separators 14, 14a.
By embedding the water blocking material 10 in the recessed portions 16 and 16a on both sides of the water blocking material 10, the water blocking material 10 absorbs moisture in concrete,
It swells to close those gaps and completely waterproof it.

【0031】又、建物基礎5がベタ基礎の場合には、1
階部のRC造建造物2が建物基礎5を含めて1体の箱体
と成って更に耐震性が向上され、又1階部の床下がコン
クリート製の建物基礎5の基礎スラブ43で地盤からの湿
気を遮断し、且つ特に広い部屋の床下の基礎スラブ43の
中央部に排水部44を設ければ、建物基礎5の通気口(図
示せず)から侵入する雨水等が床下に溜まらず地盤へ排
出出来る。
If the building foundation 5 is a solid foundation, 1
The RC building 2 on the floor consists of one box including the building foundation 5 to further improve the seismic resistance, and the underfloor on the first floor is the foundation slab 43 of the concrete building foundation 5 from the ground. If the drainage part 44 is provided in the central part of the foundation slab 43 under the floor in a large room, the rainwater entering from the ventilation hole (not shown) of the building foundation 5 will not be accumulated under the floor and the ground will not be collected. Can be discharged to.

【0032】[0032]

【発明の効果】要するに本発明は、建物基礎上に一部或
いは全部をRC造建造物と成す1階部を構築すると共
に、該RC造建造物の上方のコンクリートスラブ上に2
階部である木造建造物を構築する建築物において、コン
クリートスラブ22における木造建造物3を支持する内部
スラブ23を、該内部スラブ23外方の外部スラブ24より段
差部25を介して高く設定すると共に、該段差部25裏面に
ハンチ26を設けたので、段差部25により外部スラブ24か
らの内部スラブ23上面への雨水等の漏水を恒久的に防止
出来ると共に、内部スラブ23と外部スラブ24とを同時に
構築可能として施工性を向上出来、又ハンチ26を有する
ため、内部スラブ23と外部スラブ24との境界部の強度の
向上を図ることが出来る。
In summary, the present invention constructs a first floor part which partially or wholly constitutes an RC building on a building foundation, and at the same time, it is constructed on a concrete slab above the RC building.
In a building that constructs a wooden structure that is a floor, an internal slab 23 that supports the wooden structure 3 in a concrete slab 22 is set higher than an external slab 24 outside the internal slab 23 via a step 25. At the same time, since the haunch 26 is provided on the back surface of the step portion 25, the step portion 25 can permanently prevent leakage of rainwater or the like from the outer slab 24 to the upper surface of the inner slab 23 and the inner slab 23 and the outer slab 24. Can be constructed at the same time to improve workability, and since the haunch 26 is provided, the strength of the boundary portion between the inner slab 23 and the outer slab 24 can be improved.

【0033】又、RC造建造物2の内装部29の下地材と
して壁面に防湿シート28を貼着すると共に、その上に内
装材33を固設したので、内装材33と壁面との間の空気層
により内装材33表面に結露が発生しないため、カビ或い
は染み等の内装材33への付着を防止出来、又胴縁32、32
a …及び枠、鴨居等の仕上げ材35が壁面に直に接触せ
ず、而も防湿シート28がウレタンシート30とアルミシー
ト31の2層シート状であるため、外壁体19及び内壁体19
a の壁面に結露が発生しても、防湿シート28のアルミシ
ート31が遮断してその湿気が排気部37より戸外へ排出さ
れることにより、上記湿気による胴縁32、32a …及び仕
上げ材35の腐食が防止出来る。
Further, since the moisture-proof sheet 28 is adhered to the wall surface as a base material of the interior portion 29 of the RC building 2 and the interior material 33 is fixedly mounted on the moisture-proof sheet 28, a space between the interior material 33 and the wall surface is provided. Since the air layer does not cause dew condensation on the surface of the interior material 33, adhesion of mold or stains to the interior material 33 can be prevented, and the furring strips 32, 32
a ... and the finishing material 35 such as a frame and a kamoi does not directly contact the wall surface, and since the moisture-proof sheet 28 is a two-layer sheet shape of the urethane sheet 30 and the aluminum sheet 31, the outer wall body 19 and the inner wall body 19 are formed.
Even if dew condensation occurs on the wall surface of a, the aluminum sheet 31 of the moisture-proof sheet 28 shuts off and the moisture is discharged to the outside from the exhaust portion 37, whereby the furring edges 32, 32a due to the above-mentioned moisture and the finishing material 35. Can prevent corrosion.

【0034】又、地表Aを掘り下げて開掘部Bを設け、
該開掘部Bの掘下げ地盤Cに基礎スラブ8を打設すると
共に、開掘部Bの内面側で基礎スラブ8上の外周打継部
9に基礎梁11、11a …を立設し、該基礎梁11、11a …の
上部を建物基礎5と一体化し、又上記外周打継部9に膨
潤性を有する止水材10を介装すると共に、基礎梁11、11
a …に埋設されたセパレーター14、14a …が位置する基
礎梁11、11a …の両面側の窪み部16、16a に膨潤性を有
する止水材10を埋設したので、地中に没入状態で構築さ
れた基礎梁11、11a …が建物基礎5と一体化されたこと
により、床下収納庫12を形成する基礎梁11、11a …及び
基礎スラブ8等を建物基礎5として兼用し、建物基礎5
を地表A、開掘部B及び掘下げ地盤Cに固定して耐震性
を向上出来る。
Further, the ground surface A is dug down to provide the excavated portion B,
The foundation slab 8 is cast on the downhole C of the excavation part B, and the foundation beams 11, 11a ... are erected on the outer periphery joint 9 on the foundation slab 8 on the inner surface side of the excavation part B. The upper parts of 11, 11a ... Are integrated with the building foundation 5, and the swelling waterproofing material 10 is interposed in the outer peripheral joint 9 and the foundation beams 11, 11a.
Since the swellable waterproofing material 10 is buried in the recesses 16 and 16a on both sides of the foundation beams 11 and 11a where the separators 14 and 14a buried in a are located, it is built in the ground. The integrated foundation beams 11, 11a ... Are integrated with the building foundation 5, so that the foundation beams 11, 11a ... And the foundation slab 8 forming the underfloor storage 12 are also used as the foundation 5,
Can be fixed to the ground surface A, the excavated part B, and the excavated ground C to improve the earthquake resistance.

【0035】又、上記建物基礎5は建物を支持する基礎
本来の目的に加えて、上下同一垂直面に基礎梁11、11a
…及び壁体11を構築することにより、建物基礎5を兼用
する基礎梁11、11a …の内部空間全てを床下収納庫12と
して活用出来、その結果部屋の床下全域を床下収納庫12
と成して土地を有効利用出来る。
In addition to the original purpose of supporting the building, the building foundation 5 has foundation beams 11, 11a on the same vertical plane.
... and by constructing the wall 11, all the internal space of the foundation beams 11, 11a which also serve as the building foundation 5 can be utilized as the underfloor storage 12, and as a result, the entire underfloor storage 12 of the room can be stored under the floor.
The land can be used effectively.

【0036】又、床下収納庫12における漏水発生箇所に
対して止水材10が膨潤して、基礎スラブ8と基礎梁11、
11a …間の外周打継部9、及び基礎梁11、11a …に埋設
されたセパレーター14、14a …周囲における隙間を閉塞
するため、床下収納庫12内側への漏水を防水出来る。
Further, the water blocking material 10 swells at the location of water leakage in the underfloor storage 12, and the foundation slab 8 and foundation beam 11,
Since the gaps around the outer peripheral joint portion 9 between the 11a ... and the base beams 11, 11a ... Are closed, the leakage of water to the inside of the underfloor storage 12 can be waterproofed.

【0037】又、建物基礎5をベタ基礎としたので、か
かる建物基礎5を含む1階部が完全なRC造の箱体とな
るため、更なる耐震性の向上が図れ、且つ1階部の床下
全面が建物基礎5の基礎スラブ43と成って地盤からの湿
気を遮断すると共に、特に広い部屋であれば床下の基礎
スラブ43の中央に排水部44を設けることにより、建物基
礎5の通気口(図示せず)から侵入した雨水等を排水部
44から地盤へ排出出来るため、床下部における防湿性の
向上を図ると共に、1階部の床部20を構成する木製の大
引、根太等の腐食を防止出来る等その実用的効果甚だ大
なるものである。
Further, since the building foundation 5 is a solid foundation, the first floor including the building foundation 5 is a completely RC-made box body, so that the seismic resistance can be further improved and the first floor can be further improved. Ventilation port of the building foundation 5 by forming a drainage part 44 in the center of the foundation slab 43 under the floor, especially when the room is particularly large, by blocking the moisture from the ground by forming the foundation slab 43 of the building foundation 5 under the entire floor. Drainage part for rainwater etc. that invades from (not shown)
Since it can be discharged from 44 to the ground, it is possible to improve the moisture-proof property in the lower floor and prevent the corrosion of wooden haul and joists that compose the floor 20 on the first floor. Is.

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

【図1】本発明に係る複合建築物の概略断面図である。FIG. 1 is a schematic sectional view of a composite building according to the present invention.

【図2】他の実施例の複合建築物の概略断面図である。FIG. 2 is a schematic cross-sectional view of a composite building of another embodiment.

【図3】1階部と2階部の境界部の拡大断面図である。FIG. 3 is an enlarged cross-sectional view of a boundary between the first floor and the second floor.

【図4】図3の他の実施例の拡大断面図である。FIG. 4 is an enlarged cross-sectional view of another embodiment of FIG.

【図5】開口部を有する内壁の要部断面図である。FIG. 5 is a cross-sectional view of a main part of an inner wall having an opening.

【図6】建物基礎の要部断面斜視図である。FIG. 6 is a cross-sectional perspective view of a main part of a building foundation.

【図7】他の実施例の建物基礎の要部断面斜視図であ
る。
FIG. 7 is a perspective view of a cross section of a main part of a building foundation of another embodiment.

【図8】耐震基礎(床下収納庫)の断面図である。FIG. 8 is a sectional view of an earthquake-resistant foundation (underfloor storage).

【図9】基礎スラブと基礎梁の打継部を示す拡大断面図
である。
FIG. 9 is an enlarged cross-sectional view showing a joint portion of a foundation slab and a foundation beam.

【図10】セパレーターの埋設箇所を示す拡大断面図で
ある。
FIG. 10 is an enlarged cross-sectional view showing a buried portion of a separator.

【図11】コンクリートスラブ上に建物を構築する従来
工法の要部断面図である。
FIG. 11 is a sectional view of an essential part of a conventional method of constructing a building on a concrete slab.

【符号の説明】[Explanation of symbols]

3 木造建造物 5 建物基礎 8 基礎スラブ 9 外周打継部 10 止水材 11、11a … 基礎梁 14、14a … セパレーター 16、16a … 窪み部 22 コンクリートスラブ 23 内部スラブ 24 外部スラブ 25 段差部 26 ハンチ 28 防湿シート 29 内装部 33 内装材 3 Wooden structures 5 Building foundations 8 Foundation slabs 9 Peripheral joints 10 Water-stopping materials 11, 11a… Foundation beams 14, 14a… Separators 16, 16a… Indentations 22 Concrete slabs 23 Internal slabs 24 External slabs 25 Steps 26 Haunches 28 Moisture-proof sheet 29 Interior part 33 Interior material

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 建物基礎上に一部或いは全部がRC造建
造物と成る1階部を構築すると共に、RC造建造物の上
方のコンクリートスラブ上に2階部である木造建造物を
構築する建築物において、コンクリートスラブにおける
木造建造物を支持する内部スラブを、該内部スラブ外方
の外部スラブより段差部を介して高く設定すると共に、
該段差部裏面にハンチを設け、又RC造建造物の内装部
の下地材として壁面に防湿シートを貼着すると共に、そ
の上に内装材を固設し、又地表を掘り下げて開掘部を設
け、該開掘部の掘下げ地盤に基礎スラブを打設すると共
に、開掘部の内面側で基礎スラブ上の外周打継部に基礎
梁を立設し、該基礎梁の上部を建物基礎と一体化し、又
上記外周打継部に膨潤性を有する止水材を介装すると共
に、基礎梁に埋設されたセパレーターが位置する基礎梁
の両面側の窪み部に膨潤性を有する止水材を埋設したこ
とを特徴とする複合建築物。
1. A first floor part of which is partially or wholly an RC building is constructed on a building foundation, and a second floor wooden building is constructed on a concrete slab above the RC building. In a building, an internal slab that supports a wooden structure in a concrete slab is set higher than a step portion than an external slab outside the internal slab,
A haunch is provided on the back surface of the step portion, and a moisture-proof sheet is adhered to the wall surface as a base material for the interior part of the RC construction, and the interior material is fixedly mounted on the wall, and the ground surface is dug down to provide an excavated portion. , While placing a foundation slab on the excavated ground of the excavation part, standing the foundation beam on the outer peripheral joint on the foundation slab on the inner surface side of the excavation part, and integrating the upper part of the foundation beam with the building foundation, Further, a swelling waterproof material is interposed in the outer peripheral joint portion, and a swellable waterproof material is buried in the recesses on both sides of the foundation beam where the separator embedded in the foundation beam is located. Is a complex building.
【請求項2】 建物基礎をベタ基礎としたことを特徴と
する請求項1の複合建築物。
2. The complex building according to claim 1, wherein the building foundation is a solid foundation.
JP5021746A 1993-01-14 1993-01-14 Complex building Expired - Fee Related JP2676128B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5021746A JP2676128B2 (en) 1993-01-14 1993-01-14 Complex building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5021746A JP2676128B2 (en) 1993-01-14 1993-01-14 Complex building

Publications (2)

Publication Number Publication Date
JPH06212687A true JPH06212687A (en) 1994-08-02
JP2676128B2 JP2676128B2 (en) 1997-11-12

Family

ID=12063646

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5021746A Expired - Fee Related JP2676128B2 (en) 1993-01-14 1993-01-14 Complex building

Country Status (1)

Country Link
JP (1) JP2676128B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009221814A (en) * 2008-03-18 2009-10-01 Joto Techno Co Ltd Foundation structure for building and building construction method

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6095052A (en) * 1983-10-28 1985-05-28 株式会社ブリヂストン Interior material for building
JPS60152755A (en) * 1984-01-18 1985-08-12 日本カイザー株式会社 High strength construction of carry-out floor
JPH01284618A (en) * 1988-05-11 1989-11-15 Toda Constr Co Ltd Method for correcting inclination and uneven settlement of structure
JPH0326265A (en) * 1989-06-23 1991-02-04 Toto Ltd Bubble generating bathtub capable of holding bath hot water exhaust pressure from exhaust nozzle
JPH04153429A (en) * 1990-10-18 1992-05-26 Hayakawa Rubber Co Ltd Water expansion cut-off member

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6095052A (en) * 1983-10-28 1985-05-28 株式会社ブリヂストン Interior material for building
JPS60152755A (en) * 1984-01-18 1985-08-12 日本カイザー株式会社 High strength construction of carry-out floor
JPH01284618A (en) * 1988-05-11 1989-11-15 Toda Constr Co Ltd Method for correcting inclination and uneven settlement of structure
JPH0326265A (en) * 1989-06-23 1991-02-04 Toto Ltd Bubble generating bathtub capable of holding bath hot water exhaust pressure from exhaust nozzle
JPH04153429A (en) * 1990-10-18 1992-05-26 Hayakawa Rubber Co Ltd Water expansion cut-off member

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009221814A (en) * 2008-03-18 2009-10-01 Joto Techno Co Ltd Foundation structure for building and building construction method

Also Published As

Publication number Publication date
JP2676128B2 (en) 1997-11-12

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