JPH0226019B2 - - Google Patents
Info
- Publication number
- JPH0226019B2 JPH0226019B2 JP56193848A JP19384881A JPH0226019B2 JP H0226019 B2 JPH0226019 B2 JP H0226019B2 JP 56193848 A JP56193848 A JP 56193848A JP 19384881 A JP19384881 A JP 19384881A JP H0226019 B2 JPH0226019 B2 JP H0226019B2
- Authority
- JP
- Japan
- Prior art keywords
- slab
- slabs
- wall
- foundation
- basement
- 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 - Lifetime
Links
- 239000004567 concrete Substances 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims 1
- 239000011150 reinforced concrete Substances 0.000 claims 1
- 238000003466 welding Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 description 7
- 238000005520 cutting process Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
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)
- Residential Or Office Buildings (AREA)
Description
【発明の詳細な説明】
この発明は半地下室を、プレキヤストコンクリ
ート版の組立てにより、躯体を構築する工法に関
するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a construction method for constructing a frame of a semi-basement by assembling precast concrete slabs.
従来の地下室構築法は、第６図のように、埋設
部が深いのが一般である。 As shown in Figure 6, conventional basement construction methods generally require a deep buried section.
そのため殆んどの地下室は現場施工となつてい
る。従つて工費、工期の増大は必須である。この
発明は、従来の地下室工法を簡略化してプレキヤ
スト版の組立構築法としたものである。又居住
性、利用度を高めるため側方から採光、換気がで
きるようにしたものである。 Therefore, most basements are constructed on-site. Therefore, an increase in construction cost and construction period is essential. This invention simplifies the conventional basement construction method and uses a precast version assembly construction method. In addition, in order to improve livability and utilization, the building is designed to allow daylight and ventilation from the sides.
建築法規上では、木造三階建は不許可である。
然し耐火構造の上にのせる場合は、軒高９メート
ル最高高13メートル以内ならば半地下共三階の床
面積を保有することができる。 According to the building regulations, three-story wooden buildings are not permitted.
However, if it is placed on a fireproof structure, it can have a floor area of three floors, including a semi-basement, if the height of the eaves is 9 meters and the maximum height is 13 meters.
半地下室の地階の床面は地階天井高の1/3が地
盤より下がつていればよいから、第７図のように
上部に採光窓がとれるから居室にもなる。古来よ
り寒冷多雪の北欧では殆んどの住宅が地下室、半
地下室の設備となつている。 The floor of the basement of a semi-basement only needs to be below the ground level by 1/3 of the basement ceiling height, so it can also be used as a living room since there can be a lighting window at the top, as shown in Figure 7. In Northern Europe, which has been cold and snowy since ancient times, most houses have basement or semi-basement facilities.
その目的は生活空間の拡大、冬は暖かく、夏は
涼しいという特性があるからである。 Its purpose is to expand living space, and it has the characteristics of being warm in winter and cool in summer.
立地条件の違う日本ではすべてが適合するとは
ならないが、半地下室にすると防水関係はらくに
なるし、根切土を散布して敷地の地盤線の上昇と
なり、敷地外搬出は省けられる。最近では土地価
格の高騰から個人が取得できる宅地面積が年々小
さくなり、家屋の適正面積確保が益々困難になつ
ている。殊に雪国では車庫のとりあつかいに難渋
している。 Not everything will be suitable in Japan, where the location conditions are different, but making it semi-basement makes waterproofing easier, and spreading root cuttings raises the ground level of the site, eliminating the need to carry it out of the site. Recently, due to soaring land prices, the area of residential land that individuals can acquire has become smaller year by year, making it increasingly difficult to secure an appropriate area for a house. Especially in snowy regions, it is difficult to manage garages.
この発明は上述のような諸問題を解決するもの
である。 This invention solves the problems mentioned above.
この発明の構成を説明する。 The configuration of this invention will be explained.
平滑水平に均した捨コンクリートの上に基礎版
２をリブ４を上にして敷設する。次に壁版３をリ
ブ４を基礎版に合せて建立する。５は床版、基礎
版、壁版のリブ４中にある鉄筋である。そして壁
版の接合板６と基礎版の接合版６を貫通ボルト７
にて締結する。 The foundation slab 2 is laid on the sacrificial concrete that has been smoothed and leveled with the ribs 4 facing upward. Next, the wall slab 3 is erected by aligning the rib 4 with the base slab. 5 is a reinforcing bar in the rib 4 of the floor slab, foundation slab, and wall slab. Then, bolts 7 pass through the joint plate 6 of the wall plate and the joint plate 6 of the foundation plate.
The agreement will be concluded.
次に基礎版のツナギ梁９の配筋とコンクリート
の打設をして、基礎版と壁版にて〓形に形成し、
この〓形上に床版１を架設して、各々の接合版６
を貫通ボルト７にて締結し、床版１のツナギ梁８
を設けて、全体として箱形のコンクリートの壁式
躯体を構築するものである。 Next, we placed reinforcement for the trunk beams 9 of the foundation slab and poured concrete, and formed it into a square shape using the foundation slab and wall slab.
The floor slab 1 is constructed on this shape, and each joint slab 6
are fastened with through bolts 7, and the cover beams 8 of the floor slab 1 are
A box-shaped concrete wall structure was constructed as a whole.
この発明の主なる効果を列記すると次の通り １ 半地下室が低廉な価格で提供できる。 The main effects of this invention are listed as follows: 1. A semi-basement room can be provided at a low price.
２ 工期を短縮できる。2. Construction period can be shortened.
３ 三階の居住が可能であり、車庫もできる。3 It is possible to live on the third floor and also have a garage.
４ 構造が剛強である。4. The structure is strong.
第１〜３図は通常の建物の平面図、第４，５図
はこの発明の平面図、第６図は通常の建物の断面
図、第７図はこの発明の断面図、以下はこの発明
の実施例である。第８図は床版の平面、断面、側
面図、第９図は基礎版の平面、断面、側面図、第
１０図は壁版の正面、側面図、第１１図は壁版の
平面図、接合図、第１２図は床版、基礎版、壁版
の接合側面図、第１３図は床版、基礎版のツナギ
梁の断面図、第１４図は基礎版の敷設と壁版の建
立位置を示す平面図、第１５図は第１４図の断面
図。
Figures 1 to 3 are plan views of normal buildings, Figures 4 and 5 are plan views of this invention, Figure 6 is a sectional view of a normal building, Figure 7 is a sectional view of this invention, and the following is a plan view of this invention. This is an example. Figure 8 is a plane, cross-section, and side view of the floor slab; Figure 9 is a plane, cross-section, and side view of the basic slab; Figure 10 is a front and side view of the wall slab; Figure 11 is a plan view of the wall slab; Connection diagram, Figure 12 is a side view of the connection of the floor slab, foundation slab, and wall slab. Figure 13 is a cross-sectional view of the deck and foundation slab beams. Figure 14 is the laying of the foundation slab and the erection position of the wall slab. FIG. 15 is a sectional view of FIG. 14.
Claims (1)
内在したリブ付きであり、鉄筋の端部に接合板を
溶着してなる鉄筋体とコンクリートとで構成した
ブレキヤストの床版、基礎版、壁版を、各々の接
合板の版外の余長を介して箱形に組立て互に隣接
版の接合板と共に、貫通ボルトにて締結し、鉄筋
コンクリートのツナギ梁８，９を打設してなる半
地下室。1. Floor slabs and foundation slabs are ribbed with reinforcing bars on all four sides, and wall slabs are ribbed on two sides. Brake cast floor slabs are made of concrete and a reinforcing steel body made by welding joint plates to the ends of the reinforcing bars. Assemble the foundation slab and wall slab into a box shape through the extra length outside the slab of each joint plate, fasten them together with the joint plates of the adjacent slabs using through bolts, and cast reinforced concrete bridge beams 8 and 9. A semi-basement room.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP56193848A JPS5894534A (en) | 1981-12-02 | 1981-12-02 | Construction of semi-basement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP56193848A JPS5894534A (en) | 1981-12-02 | 1981-12-02 | Construction of semi-basement |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5894534A JPS5894534A (en) | 1983-06-04 |
| JPH0226019B2 true JPH0226019B2 (en) | 1990-06-07 |
Family
ID=16314749
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP56193848A Granted JPS5894534A (en) | 1981-12-02 | 1981-12-02 | Construction of semi-basement |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5894534A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06215956A (en) * | 1993-01-18 | 1994-08-05 | Mitsubishi Electric Corp | Oil tank |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62220662A (en) * | 1986-03-24 | 1987-09-28 | 株式会社 スリ−・ユ− | Building with basement |
-
1981
- 1981-12-02 JP JP56193848A patent/JPS5894534A/en active Granted
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06215956A (en) * | 1993-01-18 | 1994-08-05 | Mitsubishi Electric Corp | Oil tank |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5894534A (en) | 1983-06-04 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US6125597A (en) | Concrete skirting for manufactured homes | |
| US4320606A (en) | Reinforced concrete panels and building constructed therewith | |
| US4759160A (en) | Prefabricated concrete buildings with monolithic roof, wall, and floor members | |
| ES2281289B1 (en) | PREFABRICATED SINGLE FAMILY HOUSING OF REINFORCED CONCRETE AND ASSEMBLY PROCEDURE OF THE SAME. | |
| US4488392A (en) | Underground house and construction method | |
| US4231199A (en) | Method and components for construction of building from concrete slabs | |
| US5803669A (en) | Thermal-insulated concrete forming system | |
| US8429876B2 (en) | Concrete rib construction method | |
| US20070130841A1 (en) | Construction module system and method | |
| AU2018319415B2 (en) | A modular building system | |
| US4352260A (en) | Underground house and construction method | |
| US4586299A (en) | Building system of interconnected block elements | |
| US3802139A (en) | Building constructed of vertical supports, longitudinal base element, and panel members | |
| JPH0226019B2 (en) | ||
| RU80485U1 (en) | ADJUSTABLE LIFT DEVICE FOR RECONSTRUCTED MULTI-STOREY BUILDING | |
| US3955332A (en) | Method of building a structure from bricks and mortar | |
| US10487527B2 (en) | Tornado proof housing | |
| US3798858A (en) | Dwelling construction | |
| US2620651A (en) | Prefabricated building structure | |
| RU2114960C1 (en) | Method for reconstruction of dwelling building | |
| US2230430A (en) | Building construction | |
| JPH072870Y2 (en) | Unit type basement | |
| RU64235U1 (en) | EXTERIOR GUARDING OF THE ATTIC | |
| RU2820377C1 (en) | Low-rise house construction method | |
| GB2200383A (en) | Engineered housing |