JPH09209382A - Lifting prevention device for building structure - Google Patents
Lifting prevention device for building structureInfo
- Publication number
- JPH09209382A JPH09209382A JP1658496A JP1658496A JPH09209382A JP H09209382 A JPH09209382 A JP H09209382A JP 1658496 A JP1658496 A JP 1658496A JP 1658496 A JP1658496 A JP 1658496A JP H09209382 A JPH09209382 A JP H09209382A
- Authority
- JP
- Japan
- Prior art keywords
- foundation
- prevention device
- building structure
- iron ore
- lifting prevention
- 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.)
- Pending
Links
Landscapes
- Foundations (AREA)
Abstract
(57)【要約】
【課題】 土工量が減少され、工費が節減される構築物
躯体の浮き上り防止装置を提供する。
【解決手段】 構築物躯体の基礎1に鉄筋コンクリート
製凾体2を同凾体に埋設れた鉄筋3を介して定着すると
ともに、前記凾体2に鉄鉱石4を充填した。
(57) 【Abstract】 PROBLEM TO BE SOLVED: To provide a device for preventing floating of a building skeleton, in which the amount of earthwork is reduced and the construction cost is reduced. SOLUTION: A reinforced concrete body 2 is fixed to a foundation 1 of a structure body via a reinforcing bar 3 embedded in the body, and the body 2 is filled with iron ore 4.
Description
【0001】[0001]
【発明の属する技術分野】本発明は構築物躯体の基礎下
面に作用する地下水による浮き上りの防止装置に係るも
のである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a device for preventing floating of groundwater acting on the lower surface of the foundation of a building frame.
【0002】[0002]
【従来の技術】従来、構築物aの浮き上り防止用カウン
ターウエイトとして、構築物の基礎下部を余掘りして浮
き上り防止用カウンターウエイトとして、無垢のコンク
リートbを打設していた。(図2参照)2. Description of the Related Art Conventionally, as a counterweight for preventing the rising of a structure a, solid concrete b has been placed as a counterweight for preventing the rising by over dug a lower part of the foundation of the structure. (See Fig. 2)
【0003】[0003]
【発明が解決しようとする課題】前記従来技術において
は、構築物の基礎下部を余掘りして同余掘部にカウンタ
ーウエイト用としての無垢のコンクリートを打設するの
で、根伐り土量、搬出土量が嵩み、材料が無駄になり省
資源化に反し、コスト高になるという問題点があった。In the above-mentioned prior art, since the lower part of the foundation of the structure is overexcaved and solid concrete for counterweight is placed in the overexcavation part, the amount of root cutting soil and the amount of excavated soil There is a problem in that the amount becomes large, the material is wasted, which contradicts resource saving and increases the cost.
【0004】本発明は前記従来技術の有する問題点に鑑
みて提案されたもので、その目的とするところは資源の
再利用が図られ、土工量が減少され、工費が節減される
構築物躯体の浮き上り防止装置を提供する点にある。The present invention has been proposed in view of the above problems of the prior art, and the purpose thereof is to reuse resources, reduce the amount of earthwork, and reduce the construction cost. The point is to provide a floating prevention device.
【0005】[0005]
【課題を解決するための手段】前記の目的を達成するた
め、本発明に係る構築物躯体の浮き上り防止装置は、構
築物躯体の基礎に鉄筋コンクリート製凾体を同凾体に埋
設された鉄筋を介して定着するとともに、前記凾体内に
鉄鉱石を充填して構成されている。Means for Solving the Problems In order to achieve the above-mentioned object, a device for preventing a structure body from rising according to the present invention comprises a reinforced concrete body through a reinforcing bar embedded in the body of the structure body. In addition to being fixed, the inside of the body is filled with iron ore.
【0006】[0006]
【発明の実施の形態】以下、本発明を図示の最も好まし
い実施の形態について説明する。図1において1は構築
物躯体の基礎、2は鉄筋コンクリート製凾体で、同凾体
2に配筋された鉄筋3が前記基礎1に定着されるととも
に、同凾体2内に鉄鉱石4(比重3.8)が充填されて
いる。BEST MODE FOR CARRYING OUT THE INVENTION The present invention will be described below with reference to the most preferred embodiment shown in the drawings. In FIG. 1, 1 is a foundation of a building frame, 2 is a reinforced concrete body, and the reinforcing bars 3 arranged in the body 2 are fixed to the foundation 1, and the iron ore 4 (specific gravity is set in the body 2). 3.8) is filled.
【0007】図示の実施例は前記したように構成されて
いるので、前記凾体2及び同凾体2に充填された鉄鉱石
4がカウンターウエイトとして働き構築物躯体が浮き上
るのを防止する。Since the illustrated embodiment is constructed as described above, the body 2 and the iron ore 4 filled in the body 2 act as a counterweight to prevent the structure body from floating.
【0008】[0008]
【発明の効果】本発明によれば前記したように、構築物
の基礎下に、従来のように余掘りした上、浮き上り防止
用カウンターウエイトとしての無垢のコンクリートを打
設することなく、鉄筋コンクリート製凾体を同凾体に配
筋された鉄筋を介して前記構築物の基礎に定着するとと
もに、同凾体に鉄鉱石を充填したことによって、構築物
躯体が浮き上がるのを防止したものであり、従来技術に
比して資源の再利用が可能となるとともに、根伐土量、
搬出土量が減少され、コストが大幅に節減されるもので
ある。As described above, according to the present invention, as described above, the structure is made of reinforced concrete without being dug under the foundation of the structure as before, and without placing solid concrete as the counterweight for preventing floating. While fixing the body to the foundation of the structure through the reinforcing bar arranged in the body, by filling the body with iron ore, it is possible to prevent the structure body from rising. Resource can be reused compared to
The amount of unloaded soil will be reduced and the cost will be significantly reduced.
【図1】本発明に係る構築物躯体の浮き上り防止装置の
一実施例を示す縦断面図である。FIG. 1 is a vertical cross-sectional view showing an embodiment of a device for preventing a structure body from rising according to the present invention.
【図2】従来構造の縦断面図である。FIG. 2 is a longitudinal sectional view of a conventional structure.
1 構築物躯体の基礎 2 凾体 3 鉄筋 4 鉄鉱石 1 Foundation of building structure 2 Body 3 Rebar 4 Iron ore
Claims (1)
凾体を同凾体に埋設された鉄筋を介して定着するととも
に、前記凾体内に鉄鉱石を充填してなることを特徴とす
る構築物躯体の浮き上り防止装置。1. A float of a structure body, characterized in that a reinforced concrete body is fixed to a foundation of the structure body via a reinforcing bar embedded in the body, and the ore body is filled with iron ore. Climbing prevention device.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1658496A JPH09209382A (en) | 1996-02-01 | 1996-02-01 | Lifting prevention device for building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1658496A JPH09209382A (en) | 1996-02-01 | 1996-02-01 | Lifting prevention device for building structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH09209382A true JPH09209382A (en) | 1997-08-12 |
Family
ID=11920336
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1658496A Pending JPH09209382A (en) | 1996-02-01 | 1996-02-01 | Lifting prevention device for building structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH09209382A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007262847A (en) * | 2006-03-30 | 2007-10-11 | Mitsui Home Co Ltd | Underground structure |
| CN106120872A (en) * | 2016-04-05 | 2016-11-16 | 中冶天工集团天津有限公司 | A construction method for anti-leakage combined tower crane foundation and basement floor |
| JP2017227075A (en) * | 2016-06-24 | 2017-12-28 | 大成建設株式会社 | Reconstruction method for existing buildings |
| CN111926869A (en) * | 2020-08-19 | 2020-11-13 | 许昌学院 | Heavy construction foundation reinforcing apparatus |
-
1996
- 1996-02-01 JP JP1658496A patent/JPH09209382A/en active Pending
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007262847A (en) * | 2006-03-30 | 2007-10-11 | Mitsui Home Co Ltd | Underground structure |
| CN106120872A (en) * | 2016-04-05 | 2016-11-16 | 中冶天工集团天津有限公司 | A construction method for anti-leakage combined tower crane foundation and basement floor |
| JP2017227075A (en) * | 2016-06-24 | 2017-12-28 | 大成建設株式会社 | Reconstruction method for existing buildings |
| CN111926869A (en) * | 2020-08-19 | 2020-11-13 | 许昌学院 | Heavy construction foundation reinforcing apparatus |
| CN111926869B (en) * | 2020-08-19 | 2021-11-12 | 许昌学院 | A heavy-duty building foundation foundation reinforcement device |
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