JPS60250127A - Construction of basement - Google Patents

Construction of basement

Info

Publication number
JPS60250127A
JPS60250127A JP59107062A JP10706284A JPS60250127A JP S60250127 A JPS60250127 A JP S60250127A JP 59107062 A JP59107062 A JP 59107062A JP 10706284 A JP10706284 A JP 10706284A JP S60250127 A JPS60250127 A JP S60250127A
Authority
JP
Japan
Prior art keywords
basement
box
hole
precast concrete
shaped member
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
JP59107062A
Other languages
Japanese (ja)
Inventor
Tadao Otsuki
大槻 忠夫
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP59107062A priority Critical patent/JPS60250127A/en
Publication of JPS60250127A publication Critical patent/JPS60250127A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls

Landscapes

  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

PURPOSE:To construct a basement in a short time by a method in which precast concrete bottom slabs are laid on the bottom of a hole, a precast box part to make up a basement is set on the bottom slabs, and the surrounding of the box part is embedded with soil. CONSTITUTION:A hole H is formed by excavation of the ground's surface on site, precast concrete bottom slabs 1 of a two split structure are set on the bottom of the hole H. Precast concrete box parts 6 (6d and 6b) of a two split structure are set on the bottom slabs 1 and these component parts are connected. Afterwards, the surrounding of the box parts 6 is back-filled with soil and a structure, e.g., a housing, etc., is constructed on the box parts 6. Since the structural parts of the basement are made of precast concrete, the period of the construction can be shortened and the quality of the basement can be stabilized.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 不発明はコンクリート製地下室の構築方法に関するもの
でろ6゜ 〔従来技術〕 従来一般に、コンクリート製地下室を構築する場合には
、■穴を掘る、■蟇礎NJ−び床となる部分の配筋兼び
に型枠組→コンクリート打設→養生。
[Detailed Description of the Invention] [Industrial Field of Application] The invention relates to a method for constructing a concrete basement6゜[Prior Art] Conventionally, in general, when constructing a concrete basement, there are two steps: ■ Digging a hole; ■Foundation NJ - Reinforcement and formwork for the part that will become the floor → concrete pouring → curing.

■壁、天井となる部分の配筋並びに型枠組−→コンクリ
ート打設→養生、と(・つた一連の炸薬を順次行って#
ll築する方/i!i−を採っていたつところが、この
ようなm築方法にあっては、上述のJうに一連の作業を
順次行わなければならず、工期が長くなるとともに一定
の品貞のものが得が一定い等の欠点があった。
■Reinforcement arrangement and formwork for the parts that will become the walls and ceiling -> Concrete pouring -> curing, and
ll builder/i! However, in this type of construction method, a series of works as mentioned above have to be carried out sequentially, which lengthens the construction period and makes it difficult to obtain a certain level of quality. There were drawbacks such as.

〔発明の目的〕[Purpose of the invention]

本発明は上記事情に鑑みてなされたもので、工期の短縮
および品質の安定比が図れかつ工費の削減を無理な(図
ることができる地F室構築方法を提供することを目的と
する。
The present invention has been made in view of the above circumstances, and it is an object of the present invention to provide a method for constructing a ground floor room that can shorten the construction period, achieve a stable ratio of quality, and reduce construction costs.

〔発明の嘴成〕[Beak formation of invention]

かかる目的を達成するために本発明では、穴の底部に他
の場所で予め製作したブレキャストコンクリート#戎板
を敷設し、その上部に@紀@阪同様他の場所で予め製作
した数分割構造のプレキャストコンクリート裏箱m部材
をセットする方法?とっている。
In order to achieve such an objective, in the present invention, a pre-fabricated concrete plate made elsewhere is laid at the bottom of the hole, and on top of it a multi-segmented structure made in advance like @Ki@Saka is laid in the bottom of the hole. How to set the precast concrete back box M components? I'm taking it.

〔実施例〕〔Example〕

以下、本発明の一実施例を図rkjを参照して説明する
。第1図は本発明を実施する上で使用する2分割構造の
プレキャストコンクリート製箱型部材の斜視図であり、
第2図ないし第6図は本発明に1系る工程士nm (/
J説明図である。
An embodiment of the present invention will be described below with reference to Figure rkj. FIG. 1 is a perspective view of a precast concrete box-shaped member with a two-part structure used in carrying out the present invention.
Figures 2 to 6 show engineers nm (/
J explanatory diagram.

地下室Aを構築するにあたり、まず礪2図および第3図
に示す工うに現場の地表面Gを掘削して穴Hを形成する
In constructing the basement A, first, a hole H is formed by excavating the ground surface G at the site shown in Figures 2 and 3.

次に、穴Hのを部に“、工場等で予め製作された2分割
構造のプレキャストコンクリート!If!1iftを敷
設する(第4図参照)。このとぎ、豪放1をm成Tる両
部材1.a、lbの結合は、第7図に示すよ5に両妊板
嘴成部材La、lbの災ぎ合わせ部分上面に、鋼板2を
スタッド3をブrして予め埋設固定して′j6き、これ
ら鋼板2同士を結合用鋼板4に浴接することにより行う
。また、同板lをセットするにあたり、1底板1を構成
する各部材+a、lbの周縁部(後述する箱型部材6の
壁体部7下端が当接する近傍部分)に第8図に示すよ5
にa数の孔5を予め設けておき、この孔5を利用して底
板【と地面との隙間にモルタルBを充填下れできる(第
9図参照)。
Next, place precast concrete with a two-part structure prefabricated in a factory etc. in the hole H (see Figure 4). 1. To join a and lb, as shown in Fig. 7, a steel plate 2 is buried and fixed in advance by screwing a stud 3 onto the upper surface of the joint portion of both plate beak forming members La and lb. This is done by bath-welding these steel plates 2 to the joining steel plate 4.In addition, when setting the same plate 1, the periphery of each member +a, lb (box-shaped member 6 to be described later) constituting one bottom plate 1 is 5 as shown in FIG.
A number of holes 5 are provided in advance, and using these holes 5, the gap between the bottom plate and the ground can be filled with mortar B (see Fig. 9).

次に、娠f1の上部に第署図で示したブレキャストコン
クリード裏箱型部材6をセットする。L第5図参照)っ
ここで、箱型部材6は本例の場合前記豪放【と同僚工#
lI等で予め製作したものであり。
Next, the brecast concrete back box-shaped member 6 shown in the signature diagram is set on the upper part of the bulge f1. (See Figure 5) Here, in this example, the box-shaped member 6 is
It was manufactured in advance by II etc.

しかも2分割構造としたものである。そしソ1箱型部材
6を構成する両部材6a 、5bは、横断面コ字状の壁
体部7と、その上部に一捧に設けられた天井部8とから
構成されている。また、箱型部材6の底Fi、[へり取
付けは、第9図に示すように箱型部材6の壁体部内面に
鋼板9をスタンド1゜を弁して埋設同定する一方、底板
(の上品所だ躍轡に鋼板11をスタンド[2をブrして
埋設固定し。
Moreover, it has a two-part structure. Both members 6a and 5b constituting the box-shaped member 6 are composed of a wall portion 7 having a U-shaped cross section and a ceiling portion 8 provided above the wall portion 7. In addition, the bottom Fi of the box-shaped member 6, [edge mounting is performed by embedding the steel plate 9 on the inner surface of the wall portion of the box-shaped member 6 with a stand of 1° as shown in FIG. At the elegant place, I excitedly installed the steel plate 11 on the stand [2] and buried it in place.

両鋼板9.11をL手状鋼阪13に浴接することKより
行う。また両箱型構成部材6a、5b同士の結合は、前
記gflの場合と同僚な方法により行う。
Both steel plates 9 and 11 are connected to the L-shaped steel plate 13 from K. Further, the box-shaped structural members 6a and 5b are connected to each other by a method similar to that used in the case of the gfl.

仄に、第6図に示すように箱型部材6の外周部分に土砂
を埋め戻し、かくして地下室Aを備えたコンクリートf
#造物Cを構築Tることができる。
As shown in FIG. 6, the outer periphery of the box-shaped member 6 is backfilled with earth and sand, thus creating a concrete f with a basement A.
#Can construct C.

なお、第1図、第5図および第6図における符号14は
窓を示す。
Note that the reference numeral 14 in FIGS. 1, 5, and 6 indicates a window.

第10図(イ)、(ロ)は、それぞれ箱m構成部材+5
の他の例を示しており、このようにユニット化すれた各
種箱JM構成部材を組み合わせることにより。
Figures 10 (a) and (b) are box m constituent members +5, respectively.
By combining various box JM constituent members that are unitized in this way.

第11図、第12図に示すように、大きさの異なる撞々
の地下室Aを圃えた地F嘴造wDCを構築することがで
きる。
As shown in FIGS. 11 and 12, it is possible to construct a ground F-beak construction wDC with underground chambers A of different sizes.

また、第13図、化14図は前述のようにして構築され
た。構造mcの上部に、他構造物りを建て継いだiMY
示していう。この場合第14図に示すように、構造@C
の壁体部に外方へ突出するグラ 4゜ケラト20?取り
付ければ、下111II構造WCよりも広い専有面積を
壱する病遺物りを構築することができるっ なお、上記実施例においては1箱型部材6が2′ 分割
構造とされているが、mS型部材6は3分割構造あるい
は4以上の多分割構造のものであってもよい。
Furthermore, Figures 13 and 14 were constructed as described above. iMY which inherited other structures on top of structure mc
Show. In this case, as shown in Figure 14, the structure @C
Grass protruding outward on the wall of 4゜Kerat 20? If attached, it is possible to construct a morgue with a wider exclusive area than the lower 111II structure WC.Also, in the above embodiment, the one box-shaped member 6 has a 2' split structure, but the mS type The member 6 may have a three-part structure or a multi-part structure of four or more parts.

〔発明の効果〕〔Effect of the invention〕

以上説明したように1本発明に係る地F室構築方法によ
れば1次の工うな優れた幼果を奏する。
As explained above, according to the method for constructing a ground F chamber according to the present invention, excellent young fruits can be produced without using the primary method.

現、場咳おいて、コンクリートを打設する必要がな(、
勿論配筋したり型枠を組んだりする必快もなく、その分
工期の短縮を図ることができる。、また工場等現場とは
異なる作業性の良い個所で、地下室構成部材を製作する
ことができ1品質の安定化が図れるとともに、工費を無
理なく低減することができる。また池下室#4′#:m
材は数分割構造となっているから、現場と異なる#hI
gT″C:製作しても6易に運搬できるっ
Currently, there is no need to pour concrete (,
Of course, there is no need to arrange reinforcement or assemble formwork, and the construction period can be shortened accordingly. In addition, the basement components can be manufactured at a location with good workability, such as a factory, which is different from the site, thereby making it possible to stabilize quality and reasonably reduce construction costs. Also, Ikeshita room #4'#:m
Since the material has a multi-segment structure, the #hI differs from the site.
gT″C: Even if manufactured, it can be transported easily.

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

第1図はプレキャストコンクリート製箱型部材の斜視図
、纂2図ないし第6図は本発明方法に係る工程手順の説
明図、第7図は桟板lII成部材の結合構造を示す断面
図、@8図は妖阪構成部材の平面図、第9図は底板と箱
型部材の結合構造乞示す断面図、第[0図(イ)、(ロ
)は箱m構成部材の檀々形状の例を示す斜視図、第11
図および第12図は本発明によって溝築した地下室の例
を示す概略断面図、第13図および第14図は地下t*
造物の上部に他購造物を建て継いだ例を不丁図である。 A・・・地丁恣、q・・・地表1川、 H・・・穴、l
・・・1居板、L a 、 1. b・・底板構成部材
、5・・・孔、B・・モルタルe 出願人 人槻忠夫 第4図 G 第5図 第6図 第7図 第8図 第9図 第損図 第11図 第12図
Fig. 1 is a perspective view of a box-shaped member made of precast concrete, Figs. @ Figure 8 is a plan view of the Yosaka component, Figure 9 is a sectional view showing the joint structure of the bottom plate and the box-shaped member, and Figures 0 (a) and (b) are the dan-like shapes of the box-m component. Perspective view showing an example, No. 11
1 and 12 are schematic sectional views showing examples of basements constructed with trenches according to the present invention, and FIGS. 13 and 14 are underground t*
This is an example of an example in which another purchased structure was built on top of a structure. A...Jichouji, q...Surface 1 river, H...Hole, l
...1 Iita, L a, 1. b...Bottom plate component, 5...hole, B...mortar e Applicant: Tadao HitotsukiFigure 4GFigure 5Figure 6Figure 7Figure 8Figure 9Loss Figure 11Figure 12 figure

Claims (1)

【特許請求の範囲】[Claims] 穴をjに成した後、該大の豪邸にプレキャストコンクリ
ート製1戊板を敷設し、眼底板の上部に内部に地−F室
を画成する数分割#f造のグVキャストコンクリート製
箱型部材をセットし、仄いて該セットした箱型部材の外
周部分に土砂を埋め戻して地下室を*築することに特徴
とする地下室構築方法。
After making a hole J, a precast concrete board was laid in the mansion of the same size, and a V cast concrete box made of several parts #f was built on top of the fundus board to define the ground-F chamber inside. A method for constructing a basement, characterized in that a basement is built by setting mold members and backfilling the outer circumference of the set box-shaped member with earth and sand.
JP59107062A 1984-05-26 1984-05-26 Construction of basement Pending JPS60250127A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59107062A JPS60250127A (en) 1984-05-26 1984-05-26 Construction of basement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59107062A JPS60250127A (en) 1984-05-26 1984-05-26 Construction of basement

Publications (1)

Publication Number Publication Date
JPS60250127A true JPS60250127A (en) 1985-12-10

Family

ID=14449523

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59107062A Pending JPS60250127A (en) 1984-05-26 1984-05-26 Construction of basement

Country Status (1)

Country Link
JP (1) JPS60250127A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02104821A (en) * 1988-10-14 1990-04-17 Misawa Homes Co Ltd Basement of prefabricated type

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02104821A (en) * 1988-10-14 1990-04-17 Misawa Homes Co Ltd Basement of prefabricated type

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