JPH02308013A - Constructing cellar and cellar-constructing panel therefor - Google Patents
Constructing cellar and cellar-constructing panel thereforInfo
- Publication number
- JPH02308013A JPH02308013A JP1128229A JP12822989A JPH02308013A JP H02308013 A JPH02308013 A JP H02308013A JP 1128229 A JP1128229 A JP 1128229A JP 12822989 A JP12822989 A JP 12822989A JP H02308013 A JPH02308013 A JP H02308013A
- Authority
- JP
- Japan
- Prior art keywords
- cellar
- constructing
- panel
- basement
- wire mesh
- 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
Links
- 239000004567 concrete Substances 0.000 claims abstract description 17
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 7
- 238000010276 construction Methods 0.000 claims description 32
- 239000000463 material Substances 0.000 claims description 9
- 238000000034 method Methods 0.000 abstract description 3
- 238000009412 basement excavation Methods 0.000 abstract description 2
- 239000004570 mortar (masonry) Substances 0.000 description 8
- 239000002184 metal Substances 0.000 description 6
- 229910052751 metal Inorganic materials 0.000 description 6
- 230000003014 reinforcing effect Effects 0.000 description 6
- 230000002787 reinforcement Effects 0.000 description 5
- 238000009415 formwork Methods 0.000 description 4
- 239000011810 insulating material Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 238000005507 spraying Methods 0.000 description 2
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 description 1
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Residential Or Office Buildings (AREA)
- Nonwoven Fabrics (AREA)
Abstract
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と言った比
較的小規模な建物の地下室構築工法及び地下室構築用ハ
ネルに関するものである。[Detailed Description of the Invention] [Industrial Field of Application] The present invention relates to a method for constructing a basement and a cellar for constructing a basement, mainly for relatively small-scale buildings such as single-family houses and low-rise houses.
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 land shortages and diversification of lifestyles, there has been a strong desire for private residences to have basements, and many private residences actually have basements.
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, many of these types of basements have been constructed with a reinforced concrete structure like general large-scale basements.
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, reinforced concrete structures require a lot of time and effort due to the construction method, which requires formwork work, high costs, and long construction periods, so it is difficult to construct basements of small buildings such as private residences. This 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, basements with steel frame structures or concrete block structures have been constructed as an alternative to reinforced concrete structures.
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, like concrete structures, many of them are inadequate in terms of economy, waterproofness, construction period, etc., and there is still no perfect basement construction method. Development was strongly desired.
この発明は、この様な要望に応えて開発されたもので、
施工性、経済性及び工期の大幅改善を可能にした地下室
構築工法及び地下室構築用パネルを提供することを目的
とするものである。This invention was developed in response to these demands.
The object of the present invention is to provide a basement construction method and a basement construction panel that make it possible to significantly improve workability, economy, and construction period.
この発明は、主に一戸建て住宅や低層住宅等と言った比
較的小規模な建物に付設される地下室の施工方法に関す
るもので、所定深さの縦穴を掘削し、当該縦穴の底に鉄
筋コンクリートの基礎スラブを構成し、当該縦穴の内周
に地下室構築用パネルを建て付け、その内側にコンクリ
ートを吹き付けることにより地下室を構築し、又前記地
下室構築用パネルを複数枚の金網を略平行に設置し、当
該金網どうしを複数本のラチス材によって連結すること
により立体金網を構成し、当該立体金網の一側にバック
アップパネルを取りつけて構成することにより前記目的
を達成するものである。This invention relates to a method of constructing a basement attached to a relatively small building such as a single-family house or a low-rise house, in which a vertical hole of a predetermined depth is excavated, and a reinforced concrete foundation is placed at the bottom of the vertical hole. constructing a slab, building a basement construction panel on the inner periphery of the vertical hole, constructing a basement by spraying concrete on the inside thereof, and installing a plurality of wire meshes approximately parallel to the basement construction panel, The above object is achieved by constructing a three-dimensional wire mesh by connecting the wire meshes together using a plurality of lattice members, and by attaching a backup panel to one side of the three-dimensional wire mesh.
以下、この発明を図示する一実施例に基づいて説明する
。The present invention will be described below based on an illustrated embodiment.
この発明に係る地下室の構築工法には、第４図〜第６図
に図示する様な地下室構築用パネル１を使用する。In the basement construction method according to the present invention, a basement construction panel 1 as shown in FIGS. 4 to 6 is used.
当該地下構築用パネル１は立体金網２とバックアップパ
ネル３とから構成されている。The underground construction panel 1 is composed of 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を所定間隔はな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。The three-dimensional wire mesh 2 is made by installing two wire mesh plates 4, 4 in the shape of a lattice or diamond-shaped mesh in parallel with a predetermined distance apart, and connecting the two wire mesh plates 4, 4 with a plurality of wires made of iron wire or the like. Lattice material 5. . . . are integrally connected to form a rectangular plate shape with a predetermined thickness.
バックアップパネル３は立体金網２と略同−寸法大の長
方形板状に形成されている。The backup panel 3 is formed into a rectangular plate shape having approximately the same dimensions as the three-dimensional wire mesh 2.
又、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
。Further, for the backup panel 3, in addition to metal plates and wire mesh plates, boards having a certain degree of rigidity are used.
そして、バックアップパネル３は立体金網２の一側部に
立体金網２と略平行に設置され、且つ立体金網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 one side of the three-dimensional wire mesh 2 substantially parallel to the three-dimensional wire mesh 2, and the three-dimensional wire mesh 2 is provided with a plurality of connecting fittings 6. It is fixed by...
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ｗ４２に溶接することにり、立体金！ｉ！２の一
例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
雄ねじ部に固定ナツト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。Long bolts are used for the connecting metal fittings 6, and the connecting metal fittings 6 are welded to three-dimensional metal W42. i! The back-up panel 3 is pierced through the tip of the connecting fitting 6, and a fixing nut 7.7 is screwed into the male threaded portion of the through-hole part, so that the connecting fitting 6 can be secured from the front side and the back side. It is fixed by pinching.
尚、立体金網２の金網板４．４の綱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法められるものである
。The pitch and diameter 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 determined as appropriate depending on 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, we will explain step-by-step how to construct a basement.
■ 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８を構築する。■ First, a vertical hole A of a predetermined depth is excavated in the ground surface, and a reinforced concrete foundation slab 8 is constructed at the bottom of the vertical hole A.
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、且つ地下水の浮
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 shall be constructed with sufficient strength and weight so that it can sufficiently withstand the weight of above-ground structures constructed on the foundation slab 8 and can sufficiently resist the buoyancy of groundwater. .
又、基礎スラブ８の周縁部には差し筋９゜・・・を一定
間隔おきに配筋する。In addition, reinforcing bars 9° are arranged at regular intervals on the peripheral edge of the foundation slab 8.
■ 続いて、基礎スラブ８の周縁部に地下室構築用パネ
ル１をバックアップパネル３を外側にして建て付ける。■Subsequently, the basement construction panel 1 is erected on the peripheral edge of the foundation slab 8 with the backup panel 3 facing outside.
尚、地下室構築用パネル１の建て付けに際し、地下室構
築用パネルの金網板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、必要により金網板４
，４を差し筋９、・・・に溶接する。In addition, when installing the basement construction panel 1, insert reinforcing bars 9. ... can be set up, and if necessary, install the wire mesh board 4.
, 4 are welded to the reinforcing bars 9, .
■ 続いて、立体金１ｉ１２の金網板４．４の内側に補
強鉄筋１０．・・・を縦横に配筋する。■ Next, reinforcing reinforcing bars 10. ...is arranged horizontally and vertically.
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法めるものとする。Reinforcement reinforcing bars 10. The diameter, amount of reinforcement, and reinforcement pitch shall be determined as appropriate depending on the scale of the basement.
■ 続いて、地下室構築用パネル１にコンクリ−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３を完全に埋め込む。(2) Next, concrete or mortar 11 is sprayed onto the basement construction panel 1, and the three-dimensional wire mesh 3 is completely embedded in the concrete or mortar 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。Then, the surface of the concrete or mortar 11 is smoothed and sufficiently cured.
よって、地下室の外壁が構成される。Therefore, the outer wall of the basement is constructed.
■ 続いて、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。■ Next, once the concrete or mortar 11 has developed sufficient strength, waterproofing and
Apply moisture-proof and mold-proof material to the entire surface.
尚、番号１２は湧水を処理する目的で設けられた排水溝
である。Note that number 12 is a drainage ditch provided for the purpose of treating spring water.
■ 続いて、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。■ Next, interior material 13 is attached to the inside of the outer wall of the basement to finish the inner wall.
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。The interior material 13 shall be appropriately selected depending on the purpose of use of the basement.
■ 続いて、縦穴への上に天井、即ち地上１階スラブを
構成する。■ Next, construct the ceiling above the vertical hole, that is, the first floor slab above the ground.
地上階スラブの施工には、地下室構築用パネル１４を使
用する。Basement construction panels 14 are used for constructing the ground floor slab.
地下室構築用パネル１４は立体金ｍ２の略中央部にその
全体に亘ってウレタン等の断熱材１５を取り付け、当該
断熱材１５の一側に所定厚のＰＣパネル１６を形成する
ことにり構成したもので、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。The basement construction panel 14 is constructed by attaching a heat insulating material 15 such as urethane to the substantially central part of the three-dimensional metal m2 over the entirety, and forming a PC panel 16 of a predetermined thickness on one side of the heat insulating material 15. It has at least the strength of a weir board for concrete formwork.
当該地下室構築用パネル１４を縦穴Ａの上に設置する。The basement construction panel 14 is installed over the vertical hole A.
地下室構築用パネル１４の端部は地下室の外壁上端に載
せると共に、縦穴Ａの外壁上端部に一体的に固定する。The end of the basement construction panel 14 is placed on the upper end of the outer wall of the basement and is integrally fixed to the upper end of the outer wall of the vertical hole A.
続いて、地下室構築用パネル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１
５をコンクリート若しくはモルタル１１の中に完全に埋
め込む。Next, concrete or mortar 11 is placed on the basement construction panel 14, and the three-dimensional wire mesh 2 and the heat insulating material 1 are placed on top of the basement construction panel 14.
5 is completely embedded in concrete or mortar 11.
そして、充分に養生する。And nourish it well.
コンクリート若しくはモルタルエ１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。・
〔発明の効果〕
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
。Once the concrete or mortar layer 1 has developed sufficient strength, an above-ground structure is constructed on it. - [Effects of the Invention] Since this invention has the above configuration, it has the following effects.
地下室の外壁は所定深さに掘削した縦孔の内側に複数枚
の地下室施工用パネルを立て込み、その内側にコンクリ
ートを吹きつけ打設することにより構成する為、地下室
の施工に避けられない掘削作業を可能な限り減らすこと
ができ、極めて経済施工な施工ができる。The exterior wall of the basement is constructed by installing multiple panels for basement construction inside a vertical hole excavated to a predetermined depth and spraying concrete on the inside, so excavation is unavoidable when constructing a basement. Work can be reduced as much as possible, making construction extremely economical.
又、多くの手間暇と多くの型枠資材を必要とする従来の
コンクリート型枠工事も不要になる為、工期の大幅短縮
と大幅なコストダウンが図れる。In addition, because the conventional concrete formwork work, which requires a lot of time and effort and a lot of formwork materials, is no longer necessary, the construction period can be significantly shortened and costs can be significantly reduced.
第１図〜第９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図は地下室構築用パ
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・・・地下室施工用パネル、２・・・立体金網、３・
・・バックアップパネル
５・・・ラチス材、６・・・連結金具、７・・・固定ナ
ツト、８・・・基礎スラブ、９・・・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・・・地
下室構築用パネル、
１５・・・断熱材、１６・・・ＰＣパネル。
第１図
第２図
第３図
ＵFigures 1 to 9 show an embodiment of this invention.
Figure 1 is a partial longitudinal sectional view of the basement showing the construction status of the basement, Figure 2 is a sectional view taken along line a-a in Figure 1, and Figure 3 is a cross-sectional view taken along line bb in Figure 1. Figure 4 is a front view of the basement construction panel, Figure 5 is its vertical sectional view, Figure 6 is its cross sectional view, Figure 7 is a front view of the three-dimensional wire mesh, and Figure 8 is its vertical sectional view. , FIG. 9 is a cross-sectional view thereof. 1... Panel for basement construction, 2... Three-dimensional wire mesh, 3...
...Backup panel 5...Lattice material, 6...Connecting metal fittings, 7...Fixing nuts, 8...Foundation slab, 9...Insertion reinforcement, 10...
- Reinforcement reinforcing steel, 11... Concrete or mortar, 12... Drainage ditch, 13... Interior material, 14... Basement construction panel, 15... Heat insulation material, 16... PC panel. Figure 1 Figure 2 Figure 3 U
Claims (2)
ンクリートの基礎スラブを構成し、当該縦穴の内周に地
下室構築用パネルを建て付け、その内側にコンクリート
を吹き付け打設することを特徴とする地下室構築工法。(1) A vertical hole of a predetermined depth is excavated, a reinforced concrete foundation slab is constructed at the bottom of the vertical hole, a basement construction panel is erected around the inner circumference of the vertical hole, and concrete is sprayed inside. Characteristic basement construction method.
うしを複数本のラチス材によって連結することにより立
体金網を構成し、当該立体金網の一側にバックアップパ
ネルを取り付けてなることを特徴とする地下室構築用パ
ネル。(2) A three-dimensional wire mesh is constructed by installing a plurality of wire mesh plates approximately in parallel and connecting the wire mesh plates with each other using a plurality of lattice materials, and a backup panel is attached to one side of the three-dimensional wire mesh. Panels for basement construction featuring:
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 true JPH02308013A (en) | 1990-12-21 |
| JPH07100942B2 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) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05287821A (en) * | 1992-04-09 | 1993-11-02 | Kajima Corp | Wall structure using wire net panel |
| GB2572987A (en) * | 2018-04-18 | 2019-10-23 | Dutypoint Ltd | Building module |
Citations (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 |
| JPS627443U (en) * | 1985-06-29 | 1987-01-17 | ||
| JPS63194045A (en) * | 1987-02-06 | 1988-08-11 | 鹿島建設株式会社 | Building construction method due to shot mortar |
-
1989
- 1989-05-22 JP JP1128229A patent/JPH07100942B2/en not_active Expired - Fee Related
Patent Citations (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 |
| JPS627443U (en) * | 1985-06-29 | 1987-01-17 | ||
| JPS63194045A (en) * | 1987-02-06 | 1988-08-11 | 鹿島建設株式会社 | Building construction method due to shot mortar |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05287821A (en) * | 1992-04-09 | 1993-11-02 | Kajima Corp | Wall structure using wire net panel |
| GB2572987A (en) * | 2018-04-18 | 2019-10-23 | Dutypoint Ltd | Building module |
| GB2572987B (en) * | 2018-04-18 | 2020-10-28 | Dutypoint Ltd | A prefabricated building module |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH07100942B2 (en) | 1995-11-01 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US7523591B2 (en) | Concrete panel construction system | |
| US5724782A (en) | System and method for constructing buildings (and other structures) capable of withstanding substantial natural forces | |
| US4570409A (en) | Foundation system for modular and mobile housing | |
| KR20210083316A (en) | underground modular assembly | |
| JPS6139469B2 (en) | ||
| JP5638446B2 (en) | Seismic structure and its construction method | |
| ZA200901736B (en) | Improved construction system for buildings | |
| KR100991750B1 (en) | truss panel for retaining wall concrete | |
| KR101908943B1 (en) | RC WALL STRUCTURE FOR TOP-DOWN AND METHOD FOR CONSTRUCTING THE STRUCTUREa | |
| JPH02308013A (en) | Constructing cellar and cellar-constructing panel therefor | |
| CN105649259A (en) | Prefabricated concrete wallboard and wallboard structural system constructed through prefabricated concrete wallboards and provided with hidden frame | |
| JP4087959B2 (en) | Building floor panels and construction methods | |
| CN111719716A (en) | Waterproof structure and construction method for construction joint of steel reinforced concrete column and shear wall | |
| JP6356939B1 (en) | Semi-underground shelter construction method | |
| JPH02308014A (en) | Constructing cellar and cellar-constructing panel therefor | |
| WO2020240410A1 (en) | Method for constructing buildings, and building constructed through said method | |
| EP0425057A1 (en) | Building structure with foundation | |
| JP4222580B2 (en) | Building foundation construction method | |
| JPH05214785A (en) | Constructing method of floor building | |
| EP1185748B1 (en) | Concrete panel construction system | |
| JP4173230B2 (en) | Ceiling construction method and its suspension | |
| TW202409383A (en) | Horsepower combination wall ii | |
| AU2004203867B2 (en) | A building system | |
| KR100512659B1 (en) | building construct method | |
| WO2024184676A1 (en) | Precast concrete box (cellular) segments with the potential to construct earthquake-resistant building structures and optimize their energy usage efficiency |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |