JPH07100942B2 - Basement and its construction method - Google Patents
Basement and its construction methodInfo
- Publication number
- JPH07100942B2 JPH07100942B2 JP1128229A JP12822989A JPH07100942B2 JP H07100942 B2 JPH07100942 B2 JP H07100942B2 JP 1128229 A JP1128229 A JP 1128229A JP 12822989 A JP12822989 A JP 12822989A JP H07100942 B2 JPH07100942 B2 JP H07100942B2
- Authority
- JP
- Japan
- Prior art keywords
- slab
- wire mesh
- wall
- construction
- panel
- 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
Links
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Residential Or Office Buildings (AREA)
- Nonwoven Fabrics (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住宅等の比較的小
規模な建物の地下室及びその構築工法に関する。Description: [Industrial field of application] The present invention mainly relates to a basement of a relatively small-scale building such as a single-family house or a low-rise house, and a construction method thereof.
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 a general large-scale basement.
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
期の長期が免れない為、個人住宅等と言った小規模建物
の地下室の施工には、極めて不経済な施工方法であると
言える。However, the reinforced concrete structure requires a great deal of time and labor due to construction methods such as formwork construction, and it is unavoidable that the cost is high and the construction period is long. Can be said to be an extremely uneconomical construction method.
この為、最近では、鉄筋コンクリート構造に代わる方法
として、鉄骨構造やコンクリートブロック構造の地下室
も建設されている。For this reason, recently, as an alternative method to the reinforced concrete structure, a basement room having a steel frame structure or a concrete block structure has been constructed.
しかし、何も、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、未だ完璧なもの
は無く、小規模住宅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, as with concrete structures, there are many things that are inadequate in terms of economic efficiency, waterproofness, construction period, etc., and there are still no perfect ones, and there is a basement construction method suitable for construction of basements for small houses. Development was strongly desired.
この発明は、このような要望に応えてなされたもので、
施工性、経済性及び工期の大幅改善を可能にした地下室
及びその構築工法を提供することを目的とする。The present invention has been made in response to such a demand,
It is an object of the present invention to provide a basement and a construction method for the basement, which enables significant improvement in workability, economy and construction period.
この発明に係る請求項第1項記載の地下室は、所定深さ
に縦穴を掘削し、この縦穴の底部に鉄筋コンクリートに
よる基礎スラブを構築するとともに、この基礎スラブの
周囲に排水溝を設け、この基礎スラブの周囲に前記縦穴
の内周に沿って複数本の連結鉄筋を突設し、前記基礎ス
ラブの周囲に前記縦穴の内周に沿って複数枚の外壁構築
用パネルを前記連結鉄筋に連結しつつ立設するととも
に、この外壁構築用パネルにコンクリート若しくはモル
タルを吹き付けることによって外壁を構築し、前記外壁
の上端部間に複数枚のスラブ構築用パネルをその端部を
前記外壁の上端部に連結しつつ架設するとともに、この
スラブ構築用パネルの上にコンクリート若しくはモルタ
ルを打設することよって地上階スラブを構築し、前記外
壁構築用パネルは、平行に対向する複数枚の金網板と、
この対向する金網板を連結する複数本のラチス材とから
なる立体金網と、この立体金網の室外側に取り付けられ
たバックアップパネルとを備えて構成し、前記スラブ構
築用パネルは前記立体金網と、この立体金網の中央部に
取り付けられた断熱材と、前記立体金網の下側部に取り
付けられたPC板とを備えて構成してなることを特徴とす
る。In the basement according to claim 1 of the present invention, a vertical hole is drilled to a predetermined depth, a foundation slab made of reinforced concrete is constructed at the bottom of the vertical hole, and a drainage groove is provided around the foundation slab. A plurality of connecting reinforcing bars are projected around the inner periphery of the vertical hole around the slab, and a plurality of outer wall building panels are connected to the connecting reinforcing bar along the inner periphery of the vertical hole around the basic slab. While standing upright, the outer wall is constructed by spraying concrete or mortar onto the outer wall construction panel, and a plurality of slab construction panels are connected between the upper end portions of the outer wall with the upper end portions of the outer wall. While erection while building the ground floor slab by placing concrete or mortar on this slab construction panel, the outer wall construction panel, A plurality of wire mesh plate opposite to the row,
A three-dimensional wire net consisting of a plurality of lattice materials connecting the opposing wire net plates, and a backup panel attached to the outdoor side of the three-dimensional wire net, the slab construction panel is the three-dimensional wire net, It is characterized by comprising a heat insulating material attached to a central portion of the three-dimensional wire netting and a PC plate attached to a lower side portion of the three-dimensional wire netting.
この発明に係る請求項第2項記載の地下室の構築工法
は、所定深さに縦穴を掘削し、この縦穴の底部に鉄筋コ
ンクリートによる基礎スラブを構築し、この基礎スラブ
の周囲に前記縦穴の内周に沿って複数本の連結鉄筋を突
設し、前記基礎スラブの周囲に前記縦穴の内周に沿って
複数枚の外壁構築用パネルを前記連結鉄筋に連結しつつ
立設するとともに、この外壁構築用パネルにコンクリー
ト若しくはモルタルを吹き付けることによって外壁を構
築し、前記外壁の上端部間に複数枚のスラブ構築用パネ
ルをその端部を前記外壁の上端部に連結しつつ架け渡す
とともに、このスラブ構築用パネルの上にコンクリート
若しくはモルタルを打設することよって地上階スラブを
構築し、前記外壁構築用パネルは、平行に対向する複数
枚の金網板と、この対向する金網板を連結する複数本の
ラチス材とからなる立体金網と、この立体金網の室外側
に取り付けられたバックアップパネルとを備えて構成
し、前記スラブ構築用パネルは前記立体金網と、この立
体金網の中央部に取り付けられた断熱材と、前記立体金
網の下側部に取り付けられたPC板とを備えて構成するこ
とを特徴とする。The method for constructing a basement according to claim 2 of the present invention is to dig a vertical hole to a predetermined depth, construct a base slab made of reinforced concrete at the bottom of the vertical hole, and surround the base slab with the inner circumference of the vertical hole. A plurality of connecting reinforcing bars are projected along with, and while a plurality of outer wall building panels are erected while being connected to the connecting reinforcing bars along the inner circumference of the vertical hole around the foundation slab, this outer wall building The outer wall is constructed by spraying concrete or mortar onto the panel for construction, and a plurality of slab construction panels are bridged between the upper end portions of the outer wall while connecting the end portions to the upper end portions of the outer wall, and this slab construction is performed. The ground floor slab is constructed by placing concrete or mortar on the panel for construction, and the outer wall construction panel is composed of a plurality of wire mesh plates facing each other in parallel. It comprises a three-dimensional wire mesh consisting of a plurality of lattice material connecting the facing wire mesh plate, and a backup panel attached to the outdoor side of this three-dimensional wire mesh, the slab construction panel is the three-dimensional wire mesh, this It is characterized by comprising a heat insulating material attached to a central portion of the three-dimensional wire mesh and a PC plate attached to a lower side portion of the three-dimensional wire mesh.
以下、この発明に係る請求項第1項及び第2項記載の地
下室及びその構築工法を図示する一実施例に基づいて説
明する。Hereinafter, a basement and a construction method therefor according to claims 1 and 2 according to the present invention will be described based on one embodiment illustrated.
この発明に係る地下室及びその構築工法においては、第
4図〜第6図に図示する様な外壁構築用パネルが使用さ
れる。In the basement and its construction method according to the present invention, outer wall construction panels as shown in FIGS. 4 to 6 are used.
外壁構築用パネル1は立体金網2とバックアップパネル
3とを備えて構成されている。The outer wall construction panel 1 includes a three-dimensional wire mesh 2 and a backup panel 3.
立体金網2は格子若しくは菱目形の網目状をした二枚の
金網板4,4を所定間隔離して平行に設置すると共に、こ
の二枚の金網板4,4を鉄線等からなる複数本のラチス材
5,…によって一体的に連結することにより所定厚の長方
形板状に構成されている。In the three-dimensional wire netting 2, two wire netting plates 4 and 4 having a lattice or rhombic mesh shape are installed parallel to each other with a predetermined space therebetween, and the two wire netting plates 4 and 4 are made up of a plurality of iron wires or the like. Lattice material
It is configured as a rectangular plate having a predetermined thickness by being integrally connected by 5, ...
バックアップパネル3は立体金網2と略同一寸法大の長
方形板状に形成されている。The backup panel 3 is formed in a rectangular plate shape having substantially the same size as the three-dimensional wire netting 2.
また、当該バックアップパネル3には、金属板、金網板
の他、ある程度の剛性を有するボード類が使用されてい
る。In addition to the metal plate and the wire mesh plate, boards having a certain degree of rigidity are used for the backup panel 3.
そして、バックアップパネル3は立体金網2の室外側に
立体金網2と略平行に設置され、かつ、立体金網2に複
数個の連結金具6,…によって固定されている。The backup panel 3 is installed on the outside of the three-dimensional wire mesh 2 substantially in parallel with the three-dimensional wire mesh 2 and is fixed to the three-dimensional wire mesh 2 by a plurality of connecting fittings 6, ....
連結金具6には長ボルトが使用され、当該連結金具6は
立体金網2に溶接することにり、立体金網2の一側より
略直角に突設され、この連結金具6の先端部にバックア
ップパネル3が突き通され、且つその貫通部分の雄ねじ
部に固定ナット7,7を螺合して表側と裏側とから挟み付
けることにより固定されている。A long bolt is used for the connecting fitting 6, and the connecting fitting 6 is welded to the three-dimensional wire netting 2 so as to project from one side of the three-dimensional wire netting 2 at a substantially right angle. 3 is pierced and is fixed by screwing fixing nuts 7, 7 onto the male screw portion of the penetrating portion and sandwiching them from the front side and the back side.
尚、立体金網2の金網板4,4の網目のピッチ及び径並び
にバックアップパネル3の材質及び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。The pitch and diameter of the meshes of the wire mesh plates 4, 4 of the three-dimensional wire mesh 2 and the material and thickness of the backup panel 3 are appropriately determined according to the scale of the basement to be constructed.
また、この発明に係る地下室及びその構築工法において
は、第1図に図示するようなスラブ構築用パネルが使用
される。Further, in the basement and its construction method according to the present invention, a slab construction panel as shown in FIG. 1 is used.
スラブ構築用パネル14は立体金網2の略中央部にその全
体に亘って取り付けられたウレタン等の断熱材15と、前
記立体金網2の下側に取り付けられた所定厚さのPC板16
とを備えて構成され、少なくともコンクリート型枠の堰
板程度の強度を有している。施工に際しては、 先ず、地盤面に所定深さの縦穴Aを掘削し、この縦
穴の底部に鉄筋コンクリートによる基礎スラブ8を構築
する。The slab construction panel 14 includes a heat insulating material 15 such as urethane, which is attached over the entire center of the three-dimensional wire mesh 2 and a PC plate 16 having a predetermined thickness attached to the lower side of the three-dimensional wire mesh 2.
And is at least as strong as the dam plate of the concrete formwork. At the time of construction, first, a vertical hole A having a predetermined depth is drilled in the ground surface, and a foundation slab 8 made of reinforced concrete is constructed at the bottom of the vertical hole.
基礎スラブ8は当該基礎スラブ8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、地下水の
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 8 should be constructed with sufficient strength and weight to withstand the weight of the above-ground structure constructed on the foundation slab 8 and sufficiently resist the buoyancy of groundwater. To do.
また、基礎スラブ8の周囲に、縦穴Aの周囲に沿って複
数本の連結鉄筋(以下、「差し筋」という)9,…を所定
間隔おきに配筋する。Further, a plurality of connecting reinforcing bars (hereinafter, referred to as “rebars”) 9, ... Are arranged around the base slab 8 along the circumference of the vertical hole A at predetermined intervals.
次に、基礎スラブ8の周囲に外壁構築用パネル1を
バックアップパネル3を室外側にして建て付ける。Next, the outer wall building panel 1 is built around the foundation slab 8 with the backup panel 3 being the outdoor side.
尚、外壁構築用パネル1の建て付けに際し、外壁構築用
パネルの金網4,4の内側に差し筋9,…が立ち上げられる
ようにすると共に、金網板4,4を差し筋9,…に溶接する
ことによって外壁構築用パネル1の下端部を差し筋9に
連結する。It should be noted that when the outer wall construction panel 1 is erected, the reinforcement bars 9, 4 can be set up inside the wire nets 4, 4 of the outer wall construction panel, and the wire mesh plates 4, 4 can be attached to the reinforcement bars 9, .... The lower end of the outer wall building panel 1 is connected to the bar 9 by welding.
次に、立体金網2の金網板4,4の内側に補強鉄筋10,
…を縦横に配筋する。Next, inside the wire mesh plates 4 and 4 of the three-dimensional wire mesh 2, reinforcing reinforcing bars 10,
... is arranged vertically and horizontally.
補強鉄筋10,…の径、配筋量及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 bars 10, ... shall be appropriately determined according to the size of the basement.
次に、外壁構築用パネル1にコンクリート若しくは
モルタル11を吹きつけ、コンクリート若しくはモルタル
11内に立体金網2を完全に埋設する。Next, concrete or mortar 11 is sprayed on the outer wall construction panel 1 to form concrete or mortar.
Completely embed the three-dimensional wire mesh 2 in 11.
そして、コンクリート若しくはモルタル11の表面を平滑
にし、且つ充分に養生する。よって、地下室の外壁が構
築される。Then, the surface of the concrete or mortar 11 is made smooth and is sufficiently cured. Therefore, the outer wall of the basement is constructed.
次に、コンクリート若しくはモルタル11が充分な強
度を発現したら、当該地下室の外壁の表面に防水、防湿
及び防カビ材を全面にわたって塗り付ける。また、基礎
スラブ8の周囲に外壁に沿って湧水を処理するための排
水溝12を設ける。Next, when the concrete or mortar 11 exhibits sufficient strength, a waterproof, moisture-proof and mildew-proof material is applied over the entire surface of the outer wall of the basement. Further, a drainage groove 12 for treating spring water is provided along the outer wall around the foundation slab 8.
次に、地下室の外壁の内側に内装材13を取り付けて
内壁を仕上げる。内装材13は地下室の使用目的に応じて
適宜選択するものとする。Next, the interior material 13 is attached to the inside of the outer wall of the basement to finish the inner wall. The interior material 13 is appropriately selected according to the purpose of use of the basement.
次に、縦穴Aの上端部に天井、即ち地上階スラブを
構築する。Next, a ceiling, that is, a ground floor slab, is built on the upper end of the vertical hole A.
最初に、スラブ構築用パネル14を縦穴Aの上に設置す
る。この場合、スラブ構築用パネル14の端部は外壁の上
端部に載せ、かつ、外壁の上端部に一体的に固定する。First, the slab construction panel 14 is installed on the vertical hole A. In this case, the end portion of the slab construction panel 14 is placed on the upper end portion of the outer wall and is integrally fixed to the upper end portion of the outer wall.
次に、スラブ構築用パネル14の上にコンクリート若
しくはモルタル11を打設し、立体金網2及び断熱材15を
コンクリート若しくはモルタル11の中に完全に埋設し、
充分に養生する。Next, concrete or mortar 11 is placed on the slab construction panel 14, and the three-dimensional wire netting 2 and the heat insulating material 15 are completely embedded in the concrete or mortar 11.
Be fully cured.
コンクリート若しくはモルタル11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。When the concrete or mortar 11 develops sufficient strength, a structure on the ground is constructed on it.
この発明に係る請求項第1項及び第2項記載の地下室及
びその施工方法は、以上説明した構成からなるので以下
の効果を有する。The basement and the method for constructing the basement according to the first and second aspects of the present invention have the following effects because they have the configurations described above.
地下室の外壁は所定深さに掘削した縦穴の内側に複数枚
の外壁構築用パネルを立て込み、この外壁構築用パネル
にコンクリートを吹きつけ打設することにより構築さ
れ、また、地下室の地上階スラブは、前記縦穴の上端部
に複数枚のスラブ構築用パネルを、その端部を前記外壁
の上端部に連結しつつ設置し、このスラブ構築用パネル
の上にコンクリート若しくはモルタルを打設することよ
って構築され、前記外壁構築用パネルは、平行に対向す
る複数枚の金網板と、この対向する金網板を連結する複
数本のラチス材とからなる立体金網と、この立体金網の
室外側に取り付けられたパックアップパネルとを備えて
構成され、かつ、前記スラブ構築用パネルは前記立体金
網と、この立体金網の中央部に取り付けられた断熱材
と、前記立体金網の下側部に取り付けられたPC板とを備
えて構成されているので、多くの人手と多くの型枠資材
を必要とする従来の型枠工事が一切無く、また、鉄筋工
事及びコンクリート工事の大幅な省力化が図れ、施工の
大幅な省力化、工期の大幅な短縮化、更に、大幅なコス
トダウンが図れる効果がある。The outer wall of the basement is constructed by placing a plurality of outer wall construction panels inside a vertical hole drilled to a specified depth and spraying concrete onto the outer wall construction panels, and also the ground floor slab of the basement. Is a plurality of slab construction panel at the upper end of the vertical hole, installed while connecting the end to the upper end of the outer wall, by placing concrete or mortar on the slab construction panel. The outer wall construction panel is constructed, and a three-dimensional wire mesh consisting of a plurality of wire mesh plates facing each other in parallel, and a plurality of lattice members connecting the wire mesh plates facing each other, and attached to the outside of the three-dimensional wire mesh. And a pack-up panel, and the slab construction panel includes the three-dimensional wire mesh, a heat insulating material attached to a central portion of the three-dimensional wire mesh, and a bottom of the three-dimensional wire mesh. Since it is configured with a PC board attached to the part, there is no conventional formwork work that requires a lot of manpower and a lot of formwork material, and a significant labor saving of reinforcing bar work and concrete work. This has the effects of significantly reducing the labor required for construction, greatly shortening the construction period, and significantly reducing the cost.
また、縦穴の周囲に建て付けられる外壁構築用パネル
は、予め基礎スラブの周囲に突設された連結鉄筋(差し
筋)に連結しつつ建て付けられ、また、縦穴の上端部に
配置されるスラブ構築用パネルは、その端部を先に構築
された外壁の上端部に連結しつつ設置されるので、施工
中及び施工直後にパネルがずれたりするようなことはな
く、また、地震時に破壊されるようなこともないので、
高品質で強度大なる地下室を構築できる効果がある。Further, the outer wall construction panel to be built around the vertical hole is built while being connected to the connecting reinforcing bar (reinforcing bar) projectingly provided around the base slab in advance, and the slab to be arranged at the upper end of the vertical hole. The construction panel is installed with its end connected to the upper end of the outer wall that was constructed earlier, so the panel will not slip during or immediately after construction and will be destroyed during an earthquake. Because there is no such thing as
It has the effect of building a basement with high quality and strength.
更に、基礎スラブの周囲に湧水を処理するための排水溝
が設けられているので、湧水による湿気、壁面の汚れ等
を防止できる効果がある。Further, since the drainage groove for treating the spring water is provided around the foundation slab, there is an effect that the moisture due to the spring water, the stain on the wall surface and the like can be prevented.
第1図〜第9図は、この発明に係る地下室及びその施工
方法の一実施例を示し、第1図は地下室の施工状態を示
す地下室の一部縦断面図、第2図は第1図に於けるa−
a線断面図、第3図は第1図に於けるb−b線断面図、
第4図は外壁構築用パネルの正面図、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図はその横断面図であ
る。 1……外壁構築用パネル、2……立体金網、3……バッ
クアップパネル、4……金網板、5……ラチス材、6…
…連結金具、7……固定ナット、8……基礎スラブ、9
……連結鉄筋(差し筋)、10……補強鉄筋、11……コン
クリート若しくはモルタル、12……排水溝、13……内装
材、14……スラブ構築用パネル、15……断熱材、16……
PC板。1 to 9 show an embodiment of a basement and a construction method therefor according to the present invention, FIG. 1 is a partial longitudinal sectional view of the basement showing a construction state of the basement, and FIG. 2 is FIG. A- in
FIG. 3 is a sectional view taken along line a, and FIG. 3 is a sectional view taken along line bb in FIG.
FIG. 4 is a front view of the outer wall construction panel, FIG. 5 is a longitudinal sectional view thereof, FIG. 6 is a transverse sectional view thereof, FIG. 7 is a front view of a three-dimensional wire mesh, and FIG. 8 is a longitudinal sectional view thereof. FIG. 9 is a cross sectional view thereof. 1 ... Exterior wall construction panel, 2 ... Three-dimensional wire mesh, 3 ... Backup panel, 4 ... Wire mesh plate, 5 ... Lattice material, 6 ...
… Couplings, 7 …… Fixing nuts, 8 …… Foundation slabs, 9
...... Connecting rebar (reinforcing bar), 10 …… Reinforcing rebar, 11 …… Concrete or mortar, 12 …… Drainage channel, 13 …… Interior material, 14 …… Slab construction panel, 15 …… Insulation material, 16… …
PC board.
Claims (2)
に鉄筋コンクリートによる基礎スラブを構築するととも
に、この基礎スラブの周囲に排水溝を設け、この基礎ス
ラブの周囲に前記縦穴の内周に沿って複数本の連結鉄筋
を突設し、前記基礎スラブの周囲に前記縦穴の内周に沿
って複数枚の外壁構築用パネルを前記連結鉄筋に連結し
つつ立設するとともに、この外壁構築用パネルにコンク
リート若しくはモルタルを吹き付けることによって外壁
を構築し、前記外壁の上端部間に複数枚のスラブ構築用
パネルをその端部を前記外壁の上端部に連結しつつ架設
するとともに、このスラブ構築用パネルの上にコンクリ
ート若しくはモルタルを打設することによって地上階ス
ラブを構築し、前記外壁構築用パネルは、平行に対向す
る複数枚の金網板と、この対向する金網板を連結する複
数本のラチス材とからなる立体金網と、この立体金網の
室外側に取り付けられたバックアップパネルとを備えて
構成し、前記スラブ構築用パネルは前記立体金網と、こ
の立体金網の中央部に取り付けられた断熱材と、前記立
体金網の下側部に取り付けられたPC板とを備えて構成し
てなることを特徴とする地下室。1. A vertical hole is drilled to a predetermined depth, a base slab made of reinforced concrete is constructed at the bottom of the vertical hole, and a drainage groove is provided around the base slab, and the inner circumference of the vertical hole is provided around the base slab. A plurality of connecting reinforcing bars are projected along with, and while a plurality of outer wall building panels are erected while being connected to the connecting reinforcing bars along the inner circumference of the vertical hole around the foundation slab, this outer wall building The outer wall is constructed by spraying concrete or mortar onto the panel for construction, and a plurality of panels for slab construction are installed between the upper end portions of the outer wall while connecting the end portions to the upper end portions of the outer wall, and this slab construction is performed. The ground floor slab is constructed by placing concrete or mortar on the panel for construction, and the outer wall construction panel is composed of a plurality of wire mesh plates facing each other in parallel. , A three-dimensional wire mesh consisting of a plurality of lattice members connecting the opposing wire mesh plates, and a backup panel attached to the outdoor side of the three-dimensional wire mesh, the slab construction panel and the three-dimensional wire mesh A basement characterized by comprising a heat insulating material attached to a central portion of the three-dimensional wire netting and a PC plate attached to a lower portion of the three-dimensional wire netting.
に鉄筋コンクリートによる基礎スラブを構築し、この基
礎スラブの周囲に前記縦穴の内周に沿って複数本の連結
鉄筋を突設し、前記基礎スラブの周囲に前記縦穴の内周
に沿って複数枚の外壁構築用パネルを前記連結鉄筋に連
結しつつ立設するとともに、この外壁構築用パネルにコ
ンクリート若しくはモルタルを吹き付けることによって
外壁を構築し、前記外壁の上端部間に複数枚のスラブ構
築用パネルをその端部を前記外壁の上端部に連結しつつ
架け渡すとともに、このスラブ構築用パネルの上にコン
クリート若しくはモルタルを打設することによって地上
階スラブを構築し、前記外壁構築用パネルは、平行に対
向する複数枚の金網板と、この対向する金網板を連結す
る複数本のラチス材とからなる立体金網と、この立体金
網の室外側に取り付けられたバックアップパネルとを備
えて構成し、前記スラブ構築用パネルは前記立体金網
と、この立体金網の中央部に取り付けられた断熱材と、
前記立体金網の下側部に取り付けられたPC板とを備えて
構成することを特徴とする地下室の構築工法。2. A vertical hole is drilled to a predetermined depth, a basic slab made of reinforced concrete is constructed at the bottom of the vertical hole, and a plurality of connecting reinforcing bars are provided around the basic slab along the inner circumference of the vertical hole. , Around the foundation slab along with the inner periphery of the vertical hole while standing up a plurality of outer wall construction panel while connecting to the connecting rebar, the outer wall by spraying concrete or mortar to the outer wall construction panel Construct and bridge a plurality of slab building panels between the upper ends of the outer walls while connecting the ends to the upper ends of the outer walls, and place concrete or mortar on the slab building panels. By constructing a ground floor slab, the outer wall construction panel is a plurality of parallel wire mesh plates and a plurality of lattices that connect the wire mesh plates facing each other. And a backup panel attached to the outdoor side of the three-dimensional wire mesh, wherein the slab construction panel is the three-dimensional wire mesh and a heat insulating material attached to the center of the three-dimensional wire mesh. ,
A construction method for a basement, comprising a PC plate attached to a lower side of the three-dimensional wire netting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1128229A JPH07100942B2 (en) | 1989-05-22 | 1989-05-22 | Basement and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1128229A JPH07100942B2 (en) | 1989-05-22 | 1989-05-22 | Basement and its construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH02308013A JPH02308013A (en) | 1990-12-21 |
| JPH07100942B2 true JPH07100942B2 (en) | 1995-11-01 |
Family
ID=14979687
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1128229A Expired - Fee Related JPH07100942B2 (en) | 1989-05-22 | 1989-05-22 | Basement and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH07100942B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2783053B2 (en) * | 1992-04-09 | 1998-08-06 | 鹿島建設株式会社 | Wall-type reinforced concrete structure |
| GB2572987B (en) * | 2018-04-18 | 2020-10-28 | Dutypoint Ltd | A prefabricated building module |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS57178034A (en) * | 1981-04-27 | 1982-11-02 | Hitachi Chem Co Ltd | Constructing method for underground structure |
| JPH0348272Y2 (en) * | 1985-06-29 | 1991-10-15 | ||
| JPH0660510B2 (en) * | 1987-02-06 | 1994-08-10 | 鹿島建設株式会社 | Construction method using short mortar |
-
1989
- 1989-05-22 JP JP1128229A patent/JPH07100942B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH02308013A (en) | 1990-12-21 |
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| Date | Code | Title | Description |
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| LAPS | Cancellation because of no payment of annual fees |