JP2000248558A - Continuous footing for forming truss structure by using h steel for upper main reinforcement - Google Patents
Continuous footing for forming truss structure by using h steel for upper main reinforcementInfo
- Publication number
- JP2000248558A JP2000248558A JP11095321A JP9532199A JP2000248558A JP 2000248558 A JP2000248558 A JP 2000248558A JP 11095321 A JP11095321 A JP 11095321A JP 9532199 A JP9532199 A JP 9532199A JP 2000248558 A JP2000248558 A JP 2000248558A
- Authority
- JP
- Japan
- Prior art keywords
- steel
- reinforcement
- truss structure
- main reinforcement
- foundation
- 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
Description
【0001】[0001]
【産業上の利用分野】上部にH鋼を使用して高耐力で、
上部建物との接合が高強度、施工が高精度にでき、省力
化できる基礎を構築できる[Industrial application] High strength using H steel on the top,
High-strength joints with upper buildings, high-precision construction, and a labor-saving foundation
【0002】[0002]
【従来の技術】基礎上部は、レベルを出し、アンカーボ
ルトを設置し、上部建物との接合をしていた。主筋と、
アバラ筋により布基礎として荷重に対応していた。2. Description of the Related Art The level of the upper part of the foundation has been raised, anchor bolts have been installed, and the foundation has been joined to the upper building. Main muscle,
The abrasion streaks corresponded to the load as a fabric base.
【0003】[0003]
【発明が解決しようとする課題】布基礎の配筋を改良
し、高強度で、施工や上部建物との接合を容易にできる
基礎構造体とする。SUMMARY OF THE INVENTION It is an object of the present invention to improve the arrangement of reinforcing bars in a cloth foundation, to provide a high-strength foundation structure that can be easily constructed and joined to an upper building.
【0004】[0004]
【問題を解決するための手段】上部にH鋼を使用し、
U字型鉄筋で下部主筋との結合を容易にして一体と
なし、トラス構造体として曲げ耐力を増大し、H鋼の曲
げ耐力とで高強度の基礎とできる。上部H鋼にアンカー
ボルトを現場溶接することで、高精度の位置と、高強度
の上部建物との接合ができる。[Means to solve the problem] Using H steel on the upper part,
The U-shaped rebar facilitates the connection with the lower main rebar and is integrated therewith, increasing the bending strength of the truss structure and the high strength foundation with the bending strength of H steel. By welding the anchor bolts to the upper H steel at the site, a high-precision position can be joined to a high-strength upper building.
【0005】[0005]
【作用】H鋼を上玄材、アンカー鉄筋とコンクリー
トを玄材、下部主筋を下玄材としてトラス構造体と
して対応できる。H鋼と鉄筋は図3の拡大図に示す
よう、フランジに鉄筋を通し、溶接部により固定
し、コンクリートを打設し、H鋼、鉄筋、主筋
を一体と成す。図5と図7の主筋の下部にアングル▲
10▼を取り付け主筋との結合ができる。図7と図8
の上部H鋼の下部にもH鋼を使用し、アンカー鉄筋
により結合し、トラス構造体とできる。[Function] A truss structure using H steel as an upper material, anchor reinforcing steel and concrete as a material, and a lower main bar as a lower material. As shown in the enlarged view of FIG. 3, the H steel and the reinforcing steel are passed through the flange, fixed by welding, and cast concrete, and the H steel, the reinforcing steel, and the main reinforcing steel are integrally formed. Angles at the bottom of the main bars in Figs. 5 and 7
10 ▼ can be attached to the main bar. 7 and 8
The H steel is also used at the lower part of the upper H steel, and it is connected with the anchor rebar to form a truss structure.
【0006】[0006]
【実施例】上部にH鋼、下部にH鋼を使用し、図
5、6、7、8、9に示す鉄筋を4本とフープ脱▲1
6▼とで柱体を成し、H鋼とフィーレンディールトラス
構造体を成し、特に高基礎時に高耐力の基礎梁とでき
る。図10,11,12に示す変形地に基礎を設置する
時、基礎梁▲11▼より▲17▼が高くなるので、上部
H鋼▲12▼と下部H鋼▲13▼で高耐力の基礎とし、
梁▲11▼と▲17▼をH鋼▲14▼と▲15▼よりな
る変形地に対応する梁▲18▼により連結して、高耐力
の変形地対応基礎とできる。[Example] H steel was used for the upper part and H steel was used for the lower part, and four steel bars shown in Figs. 5, 6, 7, 8, and 9 were removed from the hoop.
6) forms a column, and forms a steel and truss truss structure with H steel, and can be used as a foundation beam having a high strength especially when the foundation is high. When the foundation is installed on the deformed ground shown in FIGS. 10, 11 and 12, the height of the foundation beam is higher than the height of the foundation beam. ,
The beams (11) and (17) are connected by a beam (18) corresponding to the deformed ground composed of H steels (14) and (15), so that a high-strength base for deformed ground can be obtained.
【0007】[0007]
【発明の効果】布基礎の上部にH鋼を使用すれば、H鋼
を正しい位置に設置することで、正しいレベルと位置を
設置でき、H鋼の耐力を、鋼筋と下部主筋とで、ト
ラス構造体として複合して荷重に対応でき、高耐力で、
高精度の基礎ができる。According to the present invention, if H steel is used on the upper part of the cloth foundation, the correct level and position can be set by installing the H steel at the correct position. It can handle loads by compounding as a structure, and has high proof stress,
The foundation of high precision is made.
【図1】 本発明の縦断面図FIG. 1 is a longitudinal sectional view of the present invention.
【図2】 図1のA断面図FIG. 2 is a sectional view of FIG.
【図3】 図1の拡大図FIG. 3 is an enlarged view of FIG. 1;
【図4】 図3の側面図FIG. 4 is a side view of FIG. 3;
【図5】 図7のA断面図5 is a sectional view taken along the line A in FIG. 7;
【図6】 図7のB断面図6 is a sectional view taken along the line B in FIG. 7;
【図7】 本発明の平面図FIG. 7 is a plan view of the present invention.
【図8】 本発明の縦断面図FIG. 8 is a longitudinal sectional view of the present invention.
【図9】 図8のA断面図9 is a sectional view taken along the line A in FIG.
【図10】 図11のA断面図10 is a sectional view taken along the line A in FIG. 11;
【図11】 本発明の平面図FIG. 11 is a plan view of the present invention.
【図12】 図11の一部部品図FIG. 12 is a partial part view of FIG. 11;
【図13】 図10の一部拡大図FIG. 13 is a partially enlarged view of FIG. 10;
【図14】 図10の一部拡大図14 is a partially enlarged view of FIG.
【図15】 図13のA断面図15 is a sectional view taken along the line A in FIG.
【図16】 図14のA断面図16 is a sectional view taken along the line A in FIG.
【図17】 図14のB断面図 H鋼 フランジ U字鉄筋 主筋 H鋼
アンカー鉄筋 コンクリート 溶接部 アングル ▲10▼補強
鉄筋 ▲11▼基礎梁 ▲12▼上部H鋼 ▲13▼下部H鋼 ▲14▼H鋼
▲15▼H鋼 ▲16▼フープ筋 ▲17▼基礎梁▲1
8▼梁FIG. 17 is a sectional view taken along the line B in FIG.
Anchor reinforcement concrete welded angle ア ン 10 補強 Reinforcing reinforcement 1111 基礎 Foundation beam 1212 上部 Upper H steel 1313 下部 Lower H steel 1414 HH steel
▲ 15 ▼ H steel ▲ 16 ▼ Hoop reinforcement ▲ 17 ▼ Foundation beam ▲ 1
8 ▼ Beam
─────────────────────────────────────────────────────
────────────────────────────────────────────────── ───
【手続補正書】[Procedure amendment]
【提出日】平成11年12月8日(1999.12.
8)[Submission date] December 8, 1999 (1999.12.
8)
【手続補正1】[Procedure amendment 1]
【補正対象書類名】図面[Document name to be amended] Drawing
【補正対象項目名】図8[Correction target item name] Fig. 8
【補正方法】変更[Correction method] Change
【補正内容】[Correction contents]
【図8】 FIG. 8
【手続補正2】[Procedure amendment 2]
【補正対象書類名】図面[Document name to be amended] Drawing
【補正対象項目名】図9[Correction target item name] Fig. 9
【補正方法】変更[Correction method] Change
【補正内容】[Correction contents]
【図9】 FIG. 9
Claims (2)
にU字型に形成した鉄筋を取り付け、U字型鉄筋の
下部に主筋を設置し、コンクリート設打後、上部H
鋼を上玄材、主筋を下玄材,U字型鉄筋を玄材と
し、トラス構造を成す布基礎構造1. An H-shaped steel is used at an upper part, a U-shaped reinforcing steel is attached to a flange of the H-steel, a main reinforcing bar is installed at a lower part of the U-shaped reinforcing steel, and after the concrete is put into place, an upper H is formed.
Fabric base structure that forms a truss structure using steel as the upper material, main bar as the lower material, and U-shaped steel as the material.
設置、フランジに鉄筋を取り付け、フランジと鉄筋
を溶接あるいはボルト接合し、一体として、コンクリー
ト打設後、H鋼を上玄材、H鋼を下玄材、鉄筋よ
り成る鉄筋コンクリート柱を玄材として、トラス構造体
を成す基礎構造2. H steel is used in the upper part, H steel is installed in the lower part, reinforcing steel is attached to the flange, and the flange and the reinforcing steel are welded or bolted together. Structure of truss structure using reinforced concrete columns made of steel and H steel as the lower material and reinforced concrete as the material
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11095321A JP2000248558A (en) | 1999-02-25 | 1999-02-25 | Continuous footing for forming truss structure by using h steel for upper main reinforcement |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11095321A JP2000248558A (en) | 1999-02-25 | 1999-02-25 | Continuous footing for forming truss structure by using h steel for upper main reinforcement |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2000248558A true JP2000248558A (en) | 2000-09-12 |
Family
ID=14134488
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP11095321A Pending JP2000248558A (en) | 1999-02-25 | 1999-02-25 | Continuous footing for forming truss structure by using h steel for upper main reinforcement |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2000248558A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP7373128B2 (en) | 2019-09-02 | 2023-11-02 | ジェイ建築システム株式会社 | Pressure-resistant grid post foundation structure with bundled stones made of PCa and its design system |
-
1999
- 1999-02-25 JP JP11095321A patent/JP2000248558A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP7373128B2 (en) | 2019-09-02 | 2023-11-02 | ジェイ建築システム株式会社 | Pressure-resistant grid post foundation structure with bundled stones made of PCa and its design system |
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