JPH02304150A - Floor construction method - Google Patents

Floor construction method

Info

Publication number
JPH02304150A
JPH02304150A JP1123978A JP12397889A JPH02304150A JP H02304150 A JPH02304150 A JP H02304150A JP 1123978 A JP1123978 A JP 1123978A JP 12397889 A JP12397889 A JP 12397889A JP H02304150 A JPH02304150 A JP H02304150A
Authority
JP
Japan
Prior art keywords
concrete
floor
rising part
foundation
shell
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
Application number
JP1123978A
Other languages
Japanese (ja)
Inventor
Yoshimasa Tanaka
吉政 田中
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.)
Tanaka Homes Co Ltd
Original Assignee
Tanaka Homes Co Ltd
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 Tanaka Homes Co Ltd filed Critical Tanaka Homes Co Ltd
Priority to JP1123978A priority Critical patent/JPH02304150A/en
Priority to GB9010512A priority patent/GB2232174B/en
Priority to CA002016552A priority patent/CA2016552A1/en
Priority to DE4015474A priority patent/DE4015474A1/en
Priority to KR1019900006926A priority patent/KR940008307B1/en
Priority to CN90103524A priority patent/CN1049888A/en
Publication of JPH02304150A publication Critical patent/JPH02304150A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/10Deep foundations
    • E02D27/20Caisson foundations combined with pile foundations
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/48Special adaptations of floors for incorporating ducts, e.g. for heating or ventilating
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/01Flat foundations
    • E02D27/04Flat foundations in water or on quicksand
    • E02D27/06Floating caisson foundations
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F24HEATING; RANGES; VENTILATING
    • F24DDOMESTIC- OR SPACE-HEATING SYSTEMS, e.g. CENTRAL HEATING SYSTEMS; DOMESTIC HOT-WATER SUPPLY SYSTEMS; ELEMENTS OR COMPONENTS THEREFOR
    • F24D3/00Hot-water central heating systems
    • F24D3/12Tube and panel arrangements for ceiling, wall, or underfloor heating
    • F24D3/14Tube and panel arrangements for ceiling, wall, or underfloor heating incorporated in a ceiling, wall or floor
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02BCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
    • Y02B30/00Energy efficient heating, ventilation or air conditioning [HVAC]

Landscapes

  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Physics & Mathematics (AREA)
  • Paleontology (AREA)
  • Architecture (AREA)
  • Electromagnetism (AREA)
  • Thermal Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • Floor Finish (AREA)
  • Foundations (AREA)

Abstract

PURPOSE:To improve the extent of adiabatic efficiently by placing each shell parallelly apart in a space surrounded by a rising part on a base plate of the foundation, placing concrete an and around this shell and forming a concrete floor plate. CONSTITUTION:A rising part 13 is formed on a base plate of the foundation, and each cylindrical shell 21 is parallelly placed a little apart across the board in a part surrounded by this rising part 13. Next, an adiabator 23 is installed in an inner part of the rising part 13, and concrete is placed an and around the shell 21, forming a concrete floor plate 25. In addition, an adiabator 31 is laid down on this floor plate 25, installing a hot water pipe 33 for floor heating, and a heat reserver 35 is arranged around this pipe, then a floor covering is laid down. With this constitution, such a floor plate that is no fear of uneven settlement is thus formable.

Description

【発明の詳細な説明】 彦」しに辺土」L汰I一 本発明は、木造建築物等の建築物における床の施工法に
関し、詳しくはコンクリート床盤の形成方法に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for constructing floors in buildings such as wooden buildings, and more particularly to a method for forming concrete floor plates.

従来立流方 近年、床の下に温水パイプなどを布設し、床面から暖め
る床暖房が採用されるに至っている。
Conventional standing flow methodIn recent years, underfloor heating, which heats the floor from the floor by installing hot water pipes under the floor, has come into use.

このような場合の床構造としては、床の全面にコンクリ
ートを打設してコンクリート床盤を形成し、この床盤上
あるいは床盤内に温水パイプ、電気ヒータなどの暖房部
材を配設している。
In such a case, the floor structure consists of pouring concrete over the entire surface of the floor to form a concrete floor plate, and placing heating components such as hot water pipes and electric heaters on or within the floor plate. There is.

従来、コンクリート床盤は、建築物の外周部および主要
部を掘り起こし、ここに基礎の底盤のコンクリートを打
設し、硬化後この上に仮枠を設けてコンクリートを打設
し基礎の立上り部を形成し、仮枠を除去した後埋め戻し
、立上り部で囲まれた部分に盛土をし地固めをした後、
全面にコンクリートを打設することにより形成していた
Conventionally, concrete slabs are constructed by excavating the outer periphery and main part of a building, pouring concrete for the base of the foundation here, and after hardening, a temporary frame is placed on top of this and concrete is poured to form the rising part of the foundation. After forming and removing the temporary frame, backfilling, embanking the area surrounded by the rising part and compacting the ground.
It was formed by pouring concrete over the entire surface.

しかし、この施工法では、盛土や地固め工程が面倒であ
り、施工費の上昇を招いていた。特に、既築の木造建築
物を改修してコンクリート床盤を形成する場合は、盛土
用の土を家屋内に持ち込む必要があり、このため家屋内
が汚れたり、この汚れ防止のための下準備が面倒である
などの問題があった。
However, with this construction method, the embankment and soil compaction processes were troublesome, leading to an increase in construction costs. In particular, when renovating an existing wooden building to form a concrete floor, it is necessary to bring the soil for the embankment into the house, which may cause the house to become dirty, and preparations must be made to prevent this staining. There were problems such as being troublesome.

さらに、建物自体の荷重は基礎の底盤で支えるうるが、
床上に載置された重量物の荷重はコンクリート床盤に直
接掛かることになり、盛土部等に弱い部分があると不動
沈下を起こす恐れがあった。この対策として、コンクリ
ート床盤を基礎の立上り部に結合させ、基礎の底盤に床
重量をもたすことが行なわれている。しかしこのような
構造とすると、コンクリート床盤から基礎立上り部を経
て熱が屋外に逃げてしまい、断熱性が低下するという問
題がある。この問題は、床暖房構造とした場合に、特に
重大である。
Furthermore, although the load of the building itself can be supported by the base of the foundation,
The load of heavy objects placed on the floor would be applied directly to the concrete bed, and if there were weak areas in the embankment, there was a risk of immobility and settlement. As a countermeasure to this problem, a concrete floor plate is connected to the rising part of the foundation, and the weight of the floor is placed on the bottom plate of the foundation. However, with such a structure, there is a problem in that heat escapes from the concrete floor to the outside through the foundation upright portion, resulting in a reduction in heat insulation. This problem is particularly serious in floor heating structures.

■が  じようとする 本発明は、強度的に優れたコンクリート床盤が容易に形
成でき、しかも、絶縁構造をとりやすい事から床暖房用
の床としても好適な床の施工法を提供するものである。
The present invention aims to provide a method of constructing a floor that can easily form a concrete floor slab with excellent strength and is also suitable as a floor for underfloor heating because it is easy to create an insulating structure. It is.

x里勿棗双 本発明の床施工法は、外周および主要部に建物の荷重を
支える基礎の底盤のコンクリートを打設するとともに該
底盤上に立上り部を形成し、ついで該立上り部で囲まれ
た空間内に管体を離間して複数並置した後、この管体の
周囲にコンクリートを打設してコンクリート床盤を形成
することを特徴とする。
The floor construction method of the present invention involves pouring concrete for the bottom plate of the foundation that supports the load of the building around the outer periphery and main part, forming a rising part on the bottom plate, and then forming a concrete base surrounded by the rising part. The method is characterized in that a plurality of pipe bodies are placed side by side in a space separated from each other, and then concrete is cast around the pipe bodies to form a concrete floor plate.

失−廠一■ 第1図は、本発明の実施例を示す説明図(断面図)であ
る。
Figure 1 is an explanatory diagram (cross-sectional view) showing an embodiment of the present invention.

建物の外周および主要部を予掘し、コンクリートを打設
して基礎の底盤11を形成する。ついで、仮枠(図示せ
ず)を設はコンクリートを打設して立上り部13を形成
する。15は鉄筋を示す。
The outer periphery and main part of the building are pre-excavated and concrete is poured to form the base plate 11 of the foundation. Next, a temporary frame (not shown) is set and concrete is poured to form the rising portion 13. 15 indicates reinforcing bars.

立上り部13のコンクリートが硬化後、仮枠を外し、予
掘した立上り部13の囲りを土で埋め戻す。
After the concrete in the rising part 13 hardens, the temporary frame is removed and the pre-excavated area surrounding the rising part 13 is backfilled with soil.

次に、立上り部で囲まれた部分に、円筒状の管体21を
少し離して全面にわたって並置する。このとき、地表面
OL上の所々に小さい台(図示せず)を置き、管体21
を地表面GLから若干浮かすようにすることにより、管
体21の下部にもコンクリートを廻り込ませることがで
きる。なお、従来工法ではこの部分に盛土をしたが、本
施工法では必要としない。
Next, the cylindrical tubes 21 are placed side by side over the entire surface of the area surrounded by the rising portion, with a slight distance between them. At this time, small stands (not shown) are placed here and there on the ground surface OL, and the pipe body 21
By making it slightly floating above the ground surface GL, it is possible to spread the concrete to the lower part of the pipe body 21 as well. In addition, in the conventional construction method, embankment was placed in this area, but this method does not require it.

次に、立上り部15の内側に断熱材23を設け、管体2
1の周囲にコンクリートを打設してコンクリート床盤2
5を形成する。後は、この床盤25上に所望の床を形成
すればよい。第1図では床暖房を行なう場合を示してお
り、断熱材31を敷設し、床暖房用の温水パイプ33を
布設し、この囲りに蓄熱材35を配し、畳等の床仕上材
37を敷設しである。なお、図示の便宜上、根太等は省
略しである。コンクリートの打設は、パイプを用いて床
下空間内にコンクリートを注送すればよいので、極めて
作業性が良好であり、施工費を低下させることができる
。特に既存の家庭を一部改修してコンクリート床盤を形
成する場合にも、床板を外し、床下空間内に管体を並べ
、パイプからコンクリートを注送して打設すればよいの
で、作業性が良好である。また、管体21は、上述の如
く少量のコンクリートで床盤構造を作るものであるので
、床下空間のほぼ全面に並置され、強度の許す範囲で間
隔をせばめて、大きな径の管体が用いられる。なお、管
体は、円筒状のものに限定されず、例えば断面が方形の
ものでもよい。
Next, a heat insulating material 23 is provided inside the rising portion 15, and the pipe body 2
Concrete is poured around 1 and concrete floor plate 2 is created.
form 5. After that, a desired floor can be formed on this floor board 25. Fig. 1 shows a case where floor heating is performed, in which a heat insulating material 31 is laid, a hot water pipe 33 for floor heating is laid, a heat storage material 35 is arranged around this, and a floor finishing material 37 such as tatami mats is laid. It is laid down. Note that for convenience of illustration, joists and the like are omitted. Concrete can be placed by simply pouring the concrete into the underfloor space using pipes, so workability is extremely good and construction costs can be reduced. Particularly when renovating a part of an existing home to form a concrete floor, all you have to do is remove the floorboard, line up the pipes in the space under the floor, and then pour concrete through the pipe and place it. is good. In addition, since the pipe bodies 21 are used to construct the floor structure using a small amount of concrete as described above, they are arranged side by side on almost the entire surface of the underfloor space, and the intervals are narrowed to the extent that strength allows, and pipe bodies with a large diameter are used. It will be done. Note that the tube body is not limited to a cylindrical shape, and may have a rectangular cross section, for example.

管体21は、少量のコンクリートで床盤を形成するため
のものであって、コンクリートが硬化するまで形状を保
っておれば十分であり、構造材としての強度は要求され
ない。よって、コスト等を勘案すれば、紙管で十分であ
る。
The pipe body 21 is used to form a floor board using a small amount of concrete, and it is sufficient that the pipe body 21 maintains its shape until the concrete hardens, and is not required to have sufficient strength as a structural member. Therefore, if cost etc. are taken into consideration, a paper tube is sufficient.

また、第2図に示すようにコンクリート床盤25の上下
、あるいはいずれか一方に金網などのメツシュシート2
7を埋設することにより、コンクリートの結合力が増強
され、強度が増し、この部分のコンクリート厚を薄くす
ることもできる。
In addition, as shown in FIG.
By burying 7, the bonding force of the concrete is increased, the strength is increased, and the thickness of the concrete in this area can be reduced.

第3図に示すように、コンクリート床盤25を部分的に
見ると、工学型構造をしている。コンクリート床盤25
全体は、この1字型構造体の連続体と見ることが′でき
、大きな強度が得られる。
As shown in FIG. 3, when the concrete floor plate 25 is partially viewed, it has an engineering type structure. Concrete floorboard 25
The whole can be seen as a continuum of this single-shaped structure, and great strength can be obtained.

また、コンクリート床盤25の下部は盛土等をしておら
ず、しっかりとした地表面である。そのため、コンクリ
ート床盤25はそれ自体で強度的にしっかりしており、
また、不動沈下のおそれもない。よって、本発明の方法
で施工された床は、一般住宅、店舗は勿論のこと、重荷
重の掛かる工場や、体育館などに好適である。また、不
動沈下のおそれが無いので、コンクリート床盤25を基
礎の立上り部13に固定する必要がないことから、第1
図に示すように断熱材23を全高さに亘って設け、床と
屋外とを完全に絶縁することができる。よって、コンク
リート床盤25−基礎の立上り部13の経路で、熱が屋
外に逃げたり、湿気が外部から入り込むことが防止され
、特に床暖房用の床構造として好適である。
Further, the lower part of the concrete floor plate 25 is not filled with earth, and is a solid ground surface. Therefore, the concrete floor plate 25 is strong by itself,
Furthermore, there is no risk of immobility or subsidence. Therefore, the floor constructed by the method of the present invention is suitable not only for general residences and stores, but also for factories where heavy loads are applied, gymnasiums, and the like. In addition, since there is no risk of immobility and settlement, there is no need to fix the concrete slab 25 to the rising part 13 of the foundation.
As shown in the figure, the heat insulating material 23 is provided over the entire height, making it possible to completely insulate the floor from the outdoors. Therefore, heat is prevented from escaping outdoors and moisture is prevented from entering from the outside in the path between the concrete floor plate 25 and the rising portion 13 of the foundation, and is particularly suitable as a floor structure for floor heating.

見更夏羞米 本発明によれば、基礎の立上り部で囲まれた部分に管体
を並置し、この周囲にコンクリートを打設することによ
り、盛土や地固めなどの煩雑な作業を必要とすることな
く作業性に優れ、少量のコンクリートで強度的にもしっ
かりとしたコンクリート床盤を形成できる。この管体は
強度を要求されないことから、紙管などが採用でき、コ
ストの上昇につながることもない。
According to the present invention, pipe bodies are placed side by side in the area surrounded by the rising part of the foundation, and concrete is poured around this, thereby requiring complicated work such as embankment and soil compaction. It has excellent workability and can form a strong concrete floor with a small amount of concrete. Since this tube body does not require strength, a paper tube or the like can be used, and it will not lead to an increase in cost.

また、従来工法と異なり不動沈下の問題が解決できるの
で、絶縁構造をとることができ、優れた断熱効果などが
得られる。
In addition, unlike conventional construction methods, the problem of immobility and settlement can be solved, so an insulating structure can be used, and excellent heat insulation effects can be obtained.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明の実施例を示す説明図である。 第2図は、コンクリート床盤の他の施工例を示す説明図
、第3図はコンクリート床盤の一部を示す説明図である
。 1工・・・基礎の底盤    13・・・立上り部21
・・・管体       23.31・・・断熱材25
・・・コンクリート床盤 27・・・メツシュシート3
3・・・温水パイプ    35・・・蓄熱材37・・
・床仕上材
FIG. 1 is an explanatory diagram showing an embodiment of the present invention. FIG. 2 is an explanatory diagram showing another example of construction of a concrete floor slab, and FIG. 3 is an explanatory diagram showing a part of the concrete floor slab. 1 construction...Foundation bottom plate 13...Rising part 21
... Pipe body 23.31 ... Insulation material 25
...Concrete floorboard 27...Mesh sheet 3
3... Hot water pipe 35... Heat storage material 37...
・Floor finishing materials

Claims (1)

【特許請求の範囲】[Claims] 1、外周部および主要部に建物の荷重を支える基礎の底
盤のコンクリートを打設するとともに該底盤上に立上り
部を形成し、ついで該立上り部で囲まれた空間内に管体
を離間して複数並置した後、この管体の周囲にコンクリ
ートを打設してコンクリート床盤を形成することを特徴
とする床施工法。
1. Concreting the bottom of the foundation that supports the load of the building on the outer periphery and main part, forming a rising part on the bottom, and then separating the pipes in the space surrounded by the rising part. A floor construction method characterized by arranging multiple pipes in parallel and then pouring concrete around the pipes to form a concrete floor plate.
JP1123978A 1989-05-16 1989-05-16 Floor construction method Pending JPH02304150A (en)

Priority Applications (6)

Application Number Priority Date Filing Date Title
JP1123978A JPH02304150A (en) 1989-05-16 1989-05-16 Floor construction method
GB9010512A GB2232174B (en) 1989-05-16 1990-05-10 Concrete flooring base and construction thereof
CA002016552A CA2016552A1 (en) 1989-05-16 1990-05-11 Concrete flooring base and construction method thereof
DE4015474A DE4015474A1 (en) 1989-05-16 1990-05-14 Concrete floor for building - is supported by parallel tubular structural elements
KR1019900006926A KR940008307B1 (en) 1989-05-16 1990-05-15 Concrete flooring base and construction method thereof
CN90103524A CN1049888A (en) 1989-05-16 1990-05-16 Concrete flooring base and construction method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1123978A JPH02304150A (en) 1989-05-16 1989-05-16 Floor construction method

Publications (1)

Publication Number Publication Date
JPH02304150A true JPH02304150A (en) 1990-12-17

Family

ID=14874019

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1123978A Pending JPH02304150A (en) 1989-05-16 1989-05-16 Floor construction method

Country Status (6)

Country Link
JP (1) JPH02304150A (en)
KR (1) KR940008307B1 (en)
CN (1) CN1049888A (en)
CA (1) CA2016552A1 (en)
DE (1) DE4015474A1 (en)
GB (1) GB2232174B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05214785A (en) * 1992-01-31 1993-08-24 Kajita Kensetsu Kk Constructing method of floor building

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SE512941C2 (en) * 1998-10-07 2000-06-12 Skanska Sverige Ab Process for making a base plate for a building as well as a base plate made according to the procedure
EP1258566A1 (en) * 2001-05-14 2002-11-20 Renaat Verbrugge Foundation method and foundation slab made by such a method
CN103982707B (en) * 2014-02-27 2016-08-17 罗晓晖 The most now spread concrete and surround soft pipe flow guide system

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05214785A (en) * 1992-01-31 1993-08-24 Kajita Kensetsu Kk Constructing method of floor building

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GB2232174B (en) 1993-09-08
DE4015474A1 (en) 1990-11-22
GB9010512D0 (en) 1990-07-04
CN1049888A (en) 1991-03-13
KR900018484A (en) 1990-12-21
KR940008307B1 (en) 1994-09-12
GB2232174A (en) 1990-12-05
CA2016552A1 (en) 1990-11-16

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