JPH0733718B2 - Basement construction method - Google Patents

Basement construction method

Info

Publication number
JPH0733718B2
JPH0733718B2 JP1128230A JP12823089A JPH0733718B2 JP H0733718 B2 JPH0733718 B2 JP H0733718B2 JP 1128230 A JP1128230 A JP 1128230A JP 12823089 A JP12823089 A JP 12823089A JP H0733718 B2 JPH0733718 B2 JP H0733718B2
Authority
JP
Japan
Prior art keywords
basement
panel
building
vertical hole
dimensional wire
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.)
Expired - Fee Related
Application number
JP1128230A
Other languages
Japanese (ja)
Other versions
JPH02308014A (en
Inventor
哲也 佐々木
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP1128230A priority Critical patent/JPH0733718B2/en
Publication of JPH02308014A publication Critical patent/JPH02308014A/en
Publication of JPH0733718B2 publication Critical patent/JPH0733718B2/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)
  • Residential Or Office Buildings (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、主に一戸建て住宅や低層の集合住宅等とい
った比較的小規模な建物に付勢される地下室の構築工法
に関するものである。
Description: TECHNICAL FIELD The present invention relates to a method for constructing a basement, which is mainly urged by a relatively small building such as a single-family house or a low-rise condominium.

〔従来の技術〕[Conventional technology]

最近では、土地不足や生活の多様化等の理由により、個
人住宅にも地下室を設けたいとの要望が強く、実際に地
下室付の個人住宅は多い。
Recently, due to lack of land and diversification of life, there is a strong demand for a basement to be built in a private house, and there are many private houses with a basement.

ところで、従来、この種の地下室の多くは、一般の大規
模な建物の地下室と同様に鉄筋コンクリート構造によっ
て構築されている。
By the way, conventionally, most of this type of basement is constructed by a reinforced concrete structure like the basement of a general large-scale building.

〔発明が解決しようとする課題〕[Problems to be Solved by the Invention]

しかし、鉄筋コンクリート構造は、工法上、型枠工事等
があったりして、多大な手間暇がかかり、コスト高、工
期の長期化が免れないため、小規模建物の地下室の施工
には、極めて下経済な施工方法であるといえる。
However, the reinforced concrete structure requires a great deal of time and effort due to construction methods such as formwork construction, and it is unavoidable that the cost is high and the construction period is long, so it is extremely difficult to construct a basement in a small building. It can be said that this is an economical construction method.

このため、最近では、鉄筋コンクリート構造に代わる方
法として、鋼板構造鉄骨構造やコンクリートブロック構
造等の地下室も構築されている。
For this reason, recently, as an alternative method to the reinforced concrete structure, a basement room such as a steel plate structure, a steel frame structure or a concrete block structure has been constructed.

しかし、コンクリート構造と同様に経済性、防水性、工
期等の面で不十分なものが多くて完璧なものはなく、小
規模建物用の地下室の施工に適した地下室構築工法の開
発が強く望まれていた。
However, like the concrete structure, there are many things that are insufficient in terms of economic efficiency, waterproofness, construction period, etc., so there is no perfect one, and it is strongly desired to develop a basement construction method suitable for construction of basements for small buildings. It was rare.

この発明は、このような要望に応えて提案されたもの
で、施工性、経済性および工期の大幅短縮を可能にした
地下室構築工法を提供することを目的とするものであ
る。
The present invention has been proposed in response to such demands, and an object thereof is to provide a basement building construction method capable of significantly reducing the workability, the economical efficiency, and the construction period.

〔課題を解決するための手段〕[Means for Solving the Problems]

この発明に係る地下室構築工法は、略平行に設置された
金網板どうしを複数本のラチス材で連結することにより
構成される立体金網と、この立体金網の中央部に断熱パ
ネルを、外側にPCパネルをそれぞれ一体的に設置するこ
とにより構成される地下室構築用パネルとを備え、最初
に所定深さの縦穴を掘削し、この縦穴の底に鉄筋コンク
リートの基礎スラブを構成し、この縦穴の内周に前記地
下室構築用パネルを前記PCパネルを前記縦穴の内周に添
わせて建て付け、この地下室構築用パネルの内側に前記
立体金網を建て付け、その内側にコンクリートもしくは
モルタルを打設することを特徴とする。
The basement building construction method according to the present invention is a three-dimensional wire netting constructed by connecting wire netting plates installed in parallel with each other with a plurality of lattice materials, a heat insulating panel in the central part of the three-dimensional wire netting, and a PC outside. It is equipped with a panel for building a basement constructed by integrally installing each panel, first drilling a vertical hole of a predetermined depth, forming a reinforced concrete foundation slab at the bottom of this vertical hole, and the inner circumference of this vertical hole To build the basement building panel along with the PC panel along the inner circumference of the vertical hole, to build the three-dimensional wire mesh inside the basement building panel, and to pour concrete or mortar inside it. Characterize.

〔実 施 例〕〔Example〕

以下、この発明を図示する一実施例に基づいて説明す
る。
Hereinafter, the present invention will be described based on an illustrated embodiment.

この発明に係る地下室の構築工法には、第4〜第6図に
図示するような立体金網1と、第10図〜第12図に図示す
るような地下室構築用パネル2を使用する。
In the construction method of the basement according to the present invention, a three-dimensional wire mesh 1 as shown in FIGS. 4 to 6 and a basement building panel 2 as shown in FIGS. 10 to 12 are used.

立体金網1は格子もしくは菱目形の網目状をした二の金
網板3,3を所定間隔はなして平行に設置するとともに、
この二枚の金網板3,3を鉄線等からなる複数本のラチス
材によって一体的に連結することにより所定厚さの長方
形板状に構成されている。
The three-dimensional wire netting 1 has two wire netting plates 3 and 3 in the form of a lattice or a rhombic mesh, which are installed in parallel at a predetermined interval.
The two wire mesh plates 3, 3 are integrally connected by a plurality of lattice members made of iron wire or the like to form a rectangular plate having a predetermined thickness.

地下室構築用パネル2は、前記立体金網1の略中央部に
ウレタン等からなる断熱パネル5を立体金網1の全面に
わたって設置し、かつ当該断熱パネル5の一側にその全
面にわたってPCパネル6を断熱パネル5と一体的に形成
することにより構成されている。
In the basement building panel 2, a heat insulating panel 5 made of urethane or the like is installed over the entire surface of the three-dimensional wire netting 1 substantially at the center of the three-dimensional wire netting 1, and the PC panel 6 is heat-insulated on one side of the heat insulating panel 5. It is configured by being integrally formed with the panel 5.

PCパネル6は断熱パネル5の一側にその全面にわたって
モルタルもしくはコンクリートを断熱パネル5の表面よ
り突出する立体金網1が完全に埋まるまで打設すること
により構成され、さらにPCパネル6の表面にはエポキシ
コーティング材等の防水材を塗着することにより表面の
防水処理が施されている。
The PC panel 6 is constructed by pouring mortar or concrete over one surface of the heat insulating panel 5 until the three-dimensional wire mesh 1 protruding from the surface of the heat insulating panel 5 is completely filled. The surface is waterproofed by applying a waterproof material such as an epoxy coating material.

立体金網1の金網板3,3の網目のピッチおよび径並びにP
Cパネル6の厚さは構築しようとする地下室の規模に応
じて適宜決められるものである。
Pitch and diameter of meshes of the wire mesh plates 3 and 3 of the three-dimensional wire mesh 1 and P
The thickness of the C panel 6 is appropriately determined according to the scale of the basement to be constructed.

続いて、地下室の構築工法を順を追って説明する。Next, the construction method of the basement will be explained step by step.

先ず、地盤面に所定深さの縦穴Aを掘削し、その底部に
鉄筋コンクリートの基礎スラブ7を構築する。
First, a vertical hole A having a predetermined depth is excavated on the ground surface, and a reinforced concrete foundation slab 7 is constructed at the bottom thereof.

基礎スラブ7は基礎スラブ7の上に構築される地上構造
物の重量に充分耐えることができ、かつ地下水による浮
力にも充分抵抗できるよう充分な強度と重量を持たせて
構築するものとする。
The foundation slab 7 shall be constructed with sufficient strength and weight so that it can sufficiently bear the weight of the above-ground structure constructed on the foundation slab 7 and sufficiently resist the buoyancy caused by groundwater.

基礎スラブ7の周縁部には差し筋8、…を一定間隔おき
に配筋する。
Reinforcing bars 8, ... Are arranged at regular intervals on the peripheral portion of the base slab 7.

続いて、基礎スラブ7の外周に地下室構築用パネル2を
縦穴Aの内側面にPCパネル6を添わせた状態に建て付け
る。
Subsequently, the basement building panel 2 is built on the outer periphery of the foundation slab 7 with the PC panel 6 attached to the inner surface of the vertical hole A.

地下室構築用パネル2の建て付けに際し、金網板3と断
熱パネル5との間に差し筋8が立ち上げられるようにす
るとともに、必要により金網板3と差し筋8とを溶接す
る。
At the time of building the basement building panel 2, the reinforcing bar 8 is made to rise between the wire mesh plate 3 and the heat insulating panel 5, and the wire mesh plate 3 and the reinforcing bar 8 are welded if necessary.

基礎スラブ7外周の全周に地下室構築用パネル2を建て
付けたら、相隣う地下室構築用パネル2,2間の目地部に
コーキング材をを充填したり、防水テープを接着する等
して防水処理を施す。
Once the basement building panels 2 have been built around the entire circumference of the foundation slab 7, the joints between the adjacent basement building panels 2 and 2 are filled with caulking material or waterproofed by attaching a waterproof tape. Apply processing.

地下室構築用パネル2,2間の目地部など断熱処理の不十
分な所には、断熱材を補充して補強する。
Insulating parts such as joints between basement building panels 2 and 2 where insulation is insufficient are supplemented with a heat insulating material for reinforcement.

続いて、地下室構築用パネル2の内側に立体金網1を建
て付ける。
Then, the three-dimensional wire netting 1 is built inside the basement building panel 2.

立体金網1の建て付けに際し、立体金網1の金網板3,3
の内側に差し筋8が立ち上げられるようにするととも
に、必要により金網板3と差し筋8とを溶接する。
When building the three-dimensional wire mesh 1, the wire mesh plates 3, 3 of the three-dimensional wire mesh 1
The reinforcing bar 8 is allowed to rise inside the wire, and the wire mesh plate 3 and the reinforcing bar 8 are welded if necessary.

続いて、立体金網1の金網3,3の内側に補強鉄筋9を縦
横に配筋する。
Subsequently, reinforcing reinforcing bars 9 are arranged in the vertical and horizontal directions inside the wire nets 3, 3 of the three-dimensional wire net 1.

補強鉄筋9の径、配筋量および配筋ピッチは地下室の規
模に応じて適宜決めるものとする。
The diameter, reinforcement amount and reinforcement pitch of the reinforcing reinforcing bar 9 are appropriately determined according to the size of the basement.

続いて、地下室構築用パネル2の内側にコンクリートも
しくはモルタル10を吹き付け、コンクリートもしくはモ
ルタル10内に地下室構築用パネル2の断熱材5および立
体金網1を完全に埋め込み、さらにコンクリートもしく
はモルタル10の表面を平滑にする。
Then, concrete or mortar 10 is sprayed on the inside of the basement building panel 2, the heat insulating material 5 of the basement building panel 2 and the three-dimensional wire mesh 1 are completely embedded in the concrete or mortar 10, and the surface of the concrete or mortar 10 is further covered. Make it smooth.

そして、コンクリートもしくはモルタル10を所定の強度
を発現するまで充分に養生する。
Then, the concrete or mortar 10 is fully cured until a predetermined strength is exhibited.

よって、地下室の外壁が構成される。なお、図中、番号
11は湧水を処理するために設けた排水溝である。
Therefore, the outer wall of the basement is constructed. The numbers in the figure
11 is a drainage ditch provided for treating the spring water.

続いて、コンクリートもしくはモルタル10が充分に強度
を発現したら、地下室の外壁の表面に防水、防湿および
防カビ材を前面にわたって塗り付ける。
Then, when the concrete or mortar 10 has sufficiently developed strength, a waterproof, moisture-proof and mildew-proof material is applied over the front surface of the outer wall of the basement.

続いて、地下壁の内側に内装材12を取り付け、内壁を仕
上げる。
Then, the interior material 12 is attached to the inner side of the basement wall to finish the inner wall.

なお、内装材12は地下室の使用目的に応じて適宜選択す
るものとする。
The interior material 12 is appropriately selected according to the purpose of use of the basement.

続いて、縦穴Aの上にその全面にわたって複数枚の地下
室構築用パネル2をPCパネル6を下側にして設置する。
Then, a plurality of basement building panels 2 are installed over the entire surface of the vertical hole A with the PC panel 6 on the lower side.

この場合、地下室構築用パネル2の両端は縦穴Aの外壁
上端に載せるとともに、地下室構築用パネル2の端部と
外壁上端の双方に跨がって連結金網もしくは複数本の連
結鉄筋(図省略)を配筋し、必要により連結金網もしく
は連結鉄筋を地下室の外壁上端に突設したアンカー鉄筋
(図省略)および地下室構築用パネル2の金網板3に溶
接する。
In this case, both ends of the basement building panel 2 are placed on the upper end of the outer wall of the vertical hole A, and a connecting wire net or a plurality of connecting reinforcing bars (not shown) are provided across both the end of the basement building panel 2 and the upper end of the outer wall. Is welded to the anchor rebar (not shown) projecting from the upper end of the outer wall of the basement and the wire mesh plate 3 of the basement building panel 2 if necessary.

続いて、地下室構築用パネル2の上にコンクリートもし
くはモルタル10を打設し、立体金網1および断熱材5を
コンクリートもしくはモルタル10の中に完全に埋め込
む。
Then, concrete or mortar 10 is placed on the basement building panel 2 and the three-dimensional wire netting 1 and the heat insulating material 5 are completely embedded in the concrete or mortar 10.

そして、その表面を平滑にし、充分な強度を発現するま
で充分に養生する。
Then, the surface is smoothed and fully cured until sufficient strength is exhibited.

コンクリートもしくはモルタル10が充分な強度を発現し
たら、その上に地上の構造物を構築する。
Once the concrete or mortar 10 develops sufficient strength, build a structure above it.

〔発明の効果〕〔The invention's effect〕

この発明は以上の構成からなるので以下の効果を有す
る。
Since the present invention is configured as described above, it has the following effects.

地下室の外壁は所定深さに掘削した縦穴の内周に外側に
PCパネルを一体に形成した複数枚の地下室構築用パネル
と立体金網を重ねて建て付け、その内側にコンクリート
あるいはモルタルを打設することにより構成するため、
掘削作業を可能な限り減らすことができる。
The outer wall of the basement is outside on the inner circumference of the vertical hole drilled to a specified depth.
Because it is constructed by stacking a plurality of basement building panels integrally formed with PC panels and a three-dimensional wire mesh and placing concrete or mortar inside it,
Drilling work can be reduced as much as possible.

また、多くの手間暇と多くの型枠資材を必要とした従来
のようなコンクリート型枠工事も不要になる。さらに、
地下室構築用パネルには断熱材が取り付けてあるため、
地下室構築用パネルの建て付けと同時に断熱材の取り付
けができる。したがって、施工の省力化、経済施工、並
びに、工期の大幅短縮化が図れる。
Further, the conventional concrete formwork construction, which requires a lot of time and effort and a lot of formwork materials, becomes unnecessary. further,
Since the basement construction panel has a heat insulating material attached,
Insulation can be installed at the same time as building basement building panels. Therefore, labor saving in construction, economical construction, and a significantly shortened construction period can be achieved.

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

第1図〜第12図はこの発明の一実施例を示したもので、
第1図は地下室の一部縦断面図、第2図は第1図におけ
るa−a線断面図、第3図は第1図におけるb−b線断
面図、第4図は立体金網の正面図、第5図はその縦断面
図、第6図はその横断面図、第7図は断熱材を取り付け
た立体金網の正面図、第8図はその縦断面図、第9図は
その横断面図、第10図は地下室構築用パネルの正面図、
第11図はその縦断面図、第12図はその横断面図である。 1……立体金網、2……地下室構築用パネル、3……金
網板、4……ラチス材、5……断熱材、6……PCパネ
ル、7……基礎スラブ、8……差し筋、9……補強鉄
筋、10……コンクリートもしくはモルタル、11……排水
溝、12……内装材。
1 to 12 show an embodiment of the present invention.
Fig. 1 is a partial longitudinal sectional view of a basement, Fig. 2 is a sectional view taken along the line aa in Fig. 1, Fig. 3 is a sectional view taken along the line bb in Fig. 1, and Fig. 4 is a front view of a three-dimensional wire mesh. Fig. 5 is a vertical cross-sectional view, Fig. 6 is a horizontal cross-sectional view, Fig. 7 is a front view of a three-dimensional wire mesh with a heat insulating material, Fig. 8 is its vertical cross-sectional view, and Fig. 9 is its cross-section. Floor plan, Figure 10 is a front view of the basement building panel,
FIG. 11 is a longitudinal sectional view thereof, and FIG. 12 is a transverse sectional view thereof. 1 ... Three-dimensional wire mesh, 2 ... Basement building panel, 3 ... Wire mesh plate, 4 ... Lattice material, 5 ... Thermal insulation material, 6 ... PC panel, 7 ... Basic slab, 8 ... Reinforcing bar, 9 ... Reinforcing bars, 10 ... Concrete or mortar, 11 ... Drains, 12 ... Interior materials.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】略平行に設置された金網板どうしを複数本
のラチス材で連結することにより構成される立体金網
と、この立体金網の中央部に断熱パネルを、外側にPCパ
ネルをそれぞれ一体的に設置することにより構成される
地下室構築用パネルとを備え、最初に所定深さの縦穴を
掘削し、この縦穴の底に鉄筋コンクリートの基礎スラブ
を構成し、この縦穴の内周に前記地下室構築用パネルを
前記PCパネルを前記縦穴の内周に添わせて建て付け、こ
の地下室構築用パネルの内側に前記立体金網を建て付
け、その内側にコンクリートもしくはモルタルを打設す
ることを特徴とする地下室構築工法。
1. A three-dimensional wire net formed by connecting wire net plates that are installed substantially parallel to each other with a plurality of lattice members, a heat insulating panel in the center of the three-dimensional wire net, and a PC panel outside. And a panel for building a basement constructed by installing the basement, first drilling a vertical hole with a predetermined depth, forming a reinforced concrete foundation slab at the bottom of this vertical hole, and building the basement inside the vertical hole. A panel for building the PC panel along the inner circumference of the vertical hole, the three-dimensional wire mesh is built inside the basement building panel, and concrete or mortar is placed inside the basement Construction method.
JP1128230A 1989-05-22 1989-05-22 Basement construction method Expired - Fee Related JPH0733718B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1128230A JPH0733718B2 (en) 1989-05-22 1989-05-22 Basement construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1128230A JPH0733718B2 (en) 1989-05-22 1989-05-22 Basement construction method

Publications (2)

Publication Number Publication Date
JPH02308014A JPH02308014A (en) 1990-12-21
JPH0733718B2 true JPH0733718B2 (en) 1995-04-12

Family

ID=14979712

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1128230A Expired - Fee Related JPH0733718B2 (en) 1989-05-22 1989-05-22 Basement construction method

Country Status (1)

Country Link
JP (1) JPH0733718B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030073908A (en) * 2002-03-13 2003-09-19 조병구 Precast Concrete SlabPanel

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55534A (en) * 1978-09-18 1980-01-05 Citizen Watch Co Ltd Electronic device with twist liquid crystal display cell
FR2499612B1 (en) * 1981-02-09 1986-05-30 Sambuchi Boisbluche & Cie INDOOR AIR VACUUM CONSTRUCTION ELEMENT, IN PARTICULAR FOR THE MANUFACTURE OF EXTERIOR WALLS OF A HOUSE
JPS6389781A (en) * 1986-09-29 1988-04-20 大進工業株式会社 Underground type storage warehouse
JPH0266246A (en) * 1988-08-31 1990-03-06 Toyo Bussan Kk Insulating concrete with space truss and construction thereof

Also Published As

Publication number Publication date
JPH02308014A (en) 1990-12-21

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