JP3000013U - Precast concrete assembly foundation for stilt buildings - Google Patents
Precast concrete assembly foundation for stilt buildingsInfo
- Publication number
- JP3000013U JP3000013U JP73794U JP73794U JP3000013U JP 3000013 U JP3000013 U JP 3000013U JP 73794 U JP73794 U JP 73794U JP 73794 U JP73794 U JP 73794U JP 3000013 U JP3000013 U JP 3000013U
- Authority
- JP
- Japan
- Prior art keywords
- plate
- precast concrete
- stilt
- buildings
- steel rod
- 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
Landscapes
- Foundations (AREA)
Abstract
(57)【要約】 (修正有)
【目的】 プレキャストコンクリート製品の接合、組立
により一体構造の高床式建築物の床下部分を提供するも
のである。
【構成】 プレキヤストコンクリート製版と中空筒状柱
1をPC鋼棒6によつて結合一体化してなる高床式建築
物の組立基礎。
(57) [Summary] (Modified) [Purpose] The purpose is to provide an underfloor part of a one-story high-rise building by joining and assembling precast concrete products. [Structure] An assembly foundation for a high-floor building in which a precast concrete plate making and a hollow cylindrical column 1 are connected integrally by a PC steel rod 6.
Description
【考案の詳細な説明】 【0001】 【 産業上の利用分野】 この考案は高床式建築物の基礎に関する。 【0002】 【 従来の技術】 従来高床式建築物の床下の構造は木造の場合束石の上に束を建て横架材、斜め 材で補強しそのうえに床材を固定するか、独立基礎上の現場打鉄筋コンクリート ラーメン構造にするのが一般的である。 【0003】 【考案が解決しようとする課題】 数百年の風雪に耐え幾多の遺構の現存が示す様にわが国の風土に適した構造に もかかわらず高床式建築物が現在において神社仏閣等の特殊建築物、不整地に於 ける別荘用建築等の限られた状態にあるのはその床下の構造を木質で強固に作る 場合には良質な多量の材料を必要とする。コンクリートの場合現場打ちの煩雑な 工程が必要である。 【0004】 この考案はこの様な従来の技術の欠点を僅小にしてプレキヤストコンクリート 部材の結合により有利な基礎及び床下の構造体を提供するものである。 【0005】 【課題を解決するための手段】 この考案に於いてはあらかじめ工場で製作されたPC版、下版(2)、上版( 3)、PC製筒状柱(1)を地形された建築現場に搬入し、下版(2)を定置し てPC鋼棒(6)の一端を下版(2)に定着し立てる。筒状柱(1)をその中空 部にPC鋼棒(6)を通し立てる。所定の鋼棒、柱を立て上版(3)の穴を通し PC鋼棒(6)の端部が上面から出る用に上版(3)を設置する。PC鋼棒(6 )を緊張し定着板(4)、ナツト(5)により定着する。 【0006】 上版(3)の平らな上面に上部建築物の土台をポルト等の手段により固定する 。地盤面下の空間を埋め戻す。あるいは土止等の手段を用いその空間を利用する 。 【0007】 【作 用】 PC鋼棒(6)を適当に緊張して下版(2)、上版(3)、筒状柱(1)にプ レストレス力を与え接合部に引っ張り力が発生しない様に下版(2)、上版(3 )、筒状柱(1)を一体化すれば上部建築物の荷重は下版(2)より地盤にべた 基礎の建築物と同様に伝達される。 【0008】 【 実施例】 図1は本考案の基本的な実施例である、(a)平面図、(b)立面図、(c) 接合部断面詳細図である。上版1枚、下版1枚、柱4本、PC鋼棒、定着板、ナ ツト4組で構成されている。 【0009】 図2(a)、(b)は基本的実施例の組合せによるより広い面積のための実施 例である。 (a )平面図、(b)立面図である。(c)、(d)は現場への 搬入、現場での設置を容易にするため下版(2)、上版(3)を3枚の幅の狭い 版に分割した場合の実施例で(c)平面図、(d)立面図である。いずれの場合 においても版の結合にはPC鋼棒による緊結等通常行われる方法を使用すればよ い。 【0010】 図3は下部空間を利用した場合の実施例で、埋戻しを行わず周囲に土止めを設 け空間に地下室を設置した場合の断面図である。 【0011】 【考案の効果】 本考案においては現場打ちコンクリートより精度、納期等に有利な工場製品で あるプレキヤストコンクリートを建築現場に搬入し簡便な作業によつて接合し強 固な高床式建築物の床下部分を提供するものである。 【0012】 接地面積の広い構造故により軟弱な地盤に対応しうる。 【0013】 上部建築物の形状によつて基礎の形状を同一にする必然性も少なくより自由度 が高い。上部建築物の床を省略しうる。またその空間は地下室その他に利用しう る。[Detailed description of the device] [0001] [Industrial applications] This invention relates to the foundation of stilt buildings. [0002] [Prior art] If the structure of the underfloor of a conventional high-floor building is a wooden structure, a bundle is built on a bundle stone, and a horizontal material, diagonal Reinforce with concrete and fix the floor material on top of it, or in-situ reinforced concrete on an independent foundation It is common to use a ramen structure. [0003] [Problems to be solved by the device] A structure suitable for the climate of Japan as shown by the existence of many remains that endure wind and snow for hundreds of years. Despite this, stilt buildings are currently used in special buildings such as shrines and temples, and in rough terrain. There is a limited state such as villa construction that makes the structure under the floor solid with wood In some cases, a large amount of good quality material is required. In case of concrete A process is required. [0004] The present invention makes such shortcomings of the conventional technology small and makes the precast concrete The joining of the members provides an advantageous foundation and underfloor structure. [0005] [Means for Solving the Problems] In this invention, PC version, lower version (2), upper version ( 3) Bring in the PC-made cylindrical column (1) to the topographical construction site and place the lower plate (2) in place. And fix one end of the PC steel rod (6) to the lower plate (2) and stand it. The hollow cylindrical column (1) Put the PC steel rod (6) through the part. Establish the specified steel rod and pillar, and put them through the holes in the upper plate (3). The upper plate (3) is installed so that the end of the PC steel rod (6) goes out from the upper surface. PC steel rod (6 ) Is tightened and fixed by the fixing plate (4) and nut (5). [0006] Fix the base of the upper building to the flat upper surface of the upper plate (3) by means such as Porto. . The space below the ground surface is backfilled. Or use the earth stop and other means to use the space . [0007] [Work] Tension the PC steel rod (6) appropriately to lower plate (2), upper plate (3) and cylindrical column (1). Lower plate (2), upper plate (3) ), If the cylindrical pillar (1) is integrated, the load of the upper building will be more stable on the ground than the lower plate (2). It is transmitted as well as the underlying building. [0008] 【 Example】 FIG. 1 is a basic embodiment of the present invention, (a) plan view, (b) elevation view, (c) FIG. 1 upper plate, 1 lower plate, 4 columns, PC steel rod, fixing plate, It consists of four pairs of shoes. [0009] 2 (a) and 2 (b) show an implementation for a larger area by combining the basic embodiments. Here is an example. It is a (a) top view and a (b) elevation view. (C) and (d) are Narrow width of the lower plate (2) and the upper plate (3) for easy loading and installation on site It is a (c) top view and an (d) elevation view in an example at the time of dividing into a plate. In either case Also in the case of plate connection, use a commonly used method such as binding with a PC steel rod. Yes. [0010] Fig. 3 shows an example of using the lower space, where earth backstops are installed without backfilling. It is a sectional view at the time of installing a basement in a guard space. [0011] [Effect of device] In the present invention, it is a factory product that is more advantageous than cast-in-place concrete in accuracy and delivery time. Bringing a precast concrete to a construction site and joining it by simple work It provides the underfloor portion of a solid stilt building. [0012] Due to the structure with a large contact area, it is possible to cope with soft ground. [0013] There is less necessity to make the shape of the foundation the same depending on the shape of the upper building, and more freedom Is high. The floor of the superstructure can be omitted. Use that space for the basement and other It
【図面の簡単な説明】
【図1】この図は本考案による基礎の基本的な場合の説
明図で(a)平面図、(b)立面図、(c)は接合部分
の断面詳細図である。
【図2】(a)、(b)図はより広い面積の基礎の説明
図で(a)平面図、(b)立面図である。(c)、
(d)図は版を分割した場合の説明図で(c)平面図、
(d)立面図である。
【図3】この図は下部空間の利用に地下室を設置した場
合の断面図である。
【 符号の説明】
1 筒状柱
2 下版
3 上版
4 定着板
5 ナツト
6 PC鋼棒BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is an explanatory view of a basic case of the foundation according to the present invention, in which (a) is a plan view, (b) is an elevation view, and (c) is a detailed sectional view of a joint portion. Is. 2 (a) and 2 (b) are explanatory views of a foundation having a wider area, and are (a) a plan view and (b) an elevation view. (C),
(D) is an explanatory view when the plate is divided (c) is a plan view,
(D) It is an elevation view. FIG. 3 is a cross-sectional view when a basement is installed to utilize the lower space. [Explanation of symbols] 1 cylindrical column 2 lower plate 3 upper plate 4 fixing plate 5 nut 6 PC steel rod
Claims (1)
筒状柱(1)を版状プレキヤスト製部材、下版(2),
上版(3)で上下をはさみ下版(2)に定着し筒状柱
(1)の中空部、上版(3)を貫通し上版(3)の外側
においてPC鋼棒(6)を緊張し定着板(4)、ナツト
(5)により上版(3)に定着し、版、筒状部材を一体
化した高床式建築物のプレキヤストコンクリート組立基
礎[Claims for utility model registration] [Claim 1] tubular precast concrete member,
The cylindrical pillar (1) is made into a plate-shaped precast member, the lower plate (2),
The upper and lower plates (3) are sandwiched and fixed to the lower plate (2), and cylindrical columns
The hollow portion of (1) penetrates the upper plate (3) and the PC steel rod (6) is tensioned outside the upper plate (3) to fix it to the upper plate (3) by the fixing plate (4) and nut (5). Precast concrete assembling foundation for stilt building that integrates plate, cylinder and tubular member
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP73794U JP3000013U (en) | 1994-01-01 | 1994-01-01 | Precast concrete assembly foundation for stilt buildings |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP73794U JP3000013U (en) | 1994-01-01 | 1994-01-01 | Precast concrete assembly foundation for stilt buildings |
Publications (1)
Publication Number | Publication Date |
---|---|
JP3000013U true JP3000013U (en) | 1994-07-26 |
Family
ID=43136031
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP73794U Expired - Lifetime JP3000013U (en) | 1994-01-01 | 1994-01-01 | Precast concrete assembly foundation for stilt buildings |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3000013U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2021188354A (en) * | 2020-05-29 | 2021-12-13 | 東京製綱株式会社 | Precast prestressed concrete foundation structure and its construction method |
-
1994
- 1994-01-01 JP JP73794U patent/JP3000013U/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2021188354A (en) * | 2020-05-29 | 2021-12-13 | 東京製綱株式会社 | Precast prestressed concrete foundation structure and its construction method |
JP7241050B2 (en) | 2020-05-29 | 2023-03-16 | 東京製綱株式会社 | Precast/prestressed concrete foundation structure and its construction method |
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