JP2690868B2 - Building steel foundation - Google Patents

Building steel foundation

Info

Publication number
JP2690868B2
JP2690868B2 JP7087530A JP8753095A JP2690868B2 JP 2690868 B2 JP2690868 B2 JP 2690868B2 JP 7087530 A JP7087530 A JP 7087530A JP 8753095 A JP8753095 A JP 8753095A JP 2690868 B2 JP2690868 B2 JP 2690868B2
Authority
JP
Japan
Prior art keywords
steel
frame
base
building
joined
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 - Fee Related
Application number
JP7087530A
Other languages
Japanese (ja)
Other versions
JPH08260478A (en
Inventor
章 福田
義昭 堀園
功一 井上
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Daiwa House Industry Co Ltd
Original Assignee
Daiwa House Industry Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Daiwa House Industry Co Ltd filed Critical Daiwa House Industry Co Ltd
Priority to JP7087530A priority Critical patent/JP2690868B2/en
Publication of JPH08260478A publication Critical patent/JPH08260478A/en
Application granted granted Critical
Publication of JP2690868B2 publication Critical patent/JP2690868B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】この発明は、事務所、集会所、倉
庫、ビル、住宅等の建物における鋼製基礎に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a steel foundation for buildings such as offices, meeting places, warehouses, buildings and houses.

【0002】[0002]

【従来の技術】鉄骨造の建物の基礎は、一般に図6に示
すように、鉄筋コンクリートの基礎50とし、その上に
柱脚51をアンカーボルト52で固定したものである。
2. Description of the Related Art Generally, the foundation of a steel building is a reinforced concrete foundation 50, on which a column base 51 is fixed by anchor bolts 52, as shown in FIG.

【0003】[0003]

【発明が解決しようとする課題】しかし、構築に際し
て、基礎配筋、型枠工事、コンクリート打設、その養生
等が必要で、現場での手間および時間がかかる。解体に
際しても、コンクリートによる廃棄物が生じる。
However, when constructing, basic reinforcement, formwork construction, concrete placement, curing, etc. are required, which takes time and effort on site. When dismantled, concrete waste is generated.

【0004】この発明の目的は、現場作業が軽減でき、
解体時に廃棄物が出ない建物の鋼製基礎を提供すること
である。
The object of the present invention is to reduce on-site work,
The goal is to provide a steel foundation for the building that does not generate waste during demolition.

【0005】[0005]

【課題を解決するための手段】この発明の建物の鋼製基
礎は、平面状に広がる鋼製基盤と、この鋼製基盤上に設
けた鉄骨の枠組体と、この鉄骨枠組体に接合されて建物
躯体を載せる鋼製の躯体設置台とを備えたものである。
上記基本構成において、前記鋼製基盤は、形鋼の下面に
上向きの軽量溝形鋼を接合してなる帯状の単位鋼製基盤
を敷き詰めたものであっても良い。その場合、前記鉄骨
枠組体を構成する複数本の平行な鉄骨を前記単位鋼製基
盤と直交して設け、この鉄骨に前記各単位鋼製基盤の形
鋼を接合する。また、前記基本構成、または前記の帯状
の単位鋼製基盤を用いた構成において、前記鉄骨枠組体
がH形鋼を井桁状に組んだものであり、前記躯体設置台
を前記鉄骨枠組体の一対の平行な鉄骨間に接合したH形
鋼製としても良い。このH形鋼製の躯体設置台に建物躯
体の柱脚を接合する。さらに、前記鋼製基盤はデッキプ
レート等の路面覆工板としても良く、また前記鋼製基盤
の代わりに複数本の平行な枕木を設けても良い。
A steel foundation for a building according to the present invention comprises a steel base that spreads in a plane, a steel frame structure provided on the steel base, and a steel frame structure that is joined to the steel frame structure. It is provided with a steel frame installation base on which the building frame is placed.
In the above basic configuration, the steel base may be one in which a strip-shaped unit steel base made by joining upward light channel steel to the lower surface of the shaped steel is spread. In that case, a plurality of parallel steel frames constituting the steel frame structure are provided orthogonal to the unit steel base, and the shaped steel of each unit steel base is joined to the steel frame. Further, in the basic configuration or the configuration using the strip-shaped unit steel base, the steel frame assembly is an H-shaped steel assembled in a cross beam shape, and the frame installation base is a pair of the steel frame assembly. It may be made of H-shaped steel joined between parallel steel frames. The column base of the building frame is joined to this H-shaped steel frame installation base. Further, the steel base may be a road surface lining plate such as a deck plate, and a plurality of parallel sleepers may be provided instead of the steel base.

【0006】[0006]

【作用】この構成によると、建物躯体の柱軸力は、躯体
設置台、鉄骨枠組体、および鋼製基盤を介して、順次分
散して地盤に伝達される。鋼製基盤が、形鋼の下面に軽
量溝形鋼を接合した単位鋼製基盤を敷き詰めたものであ
る場合は、鋼材重量が軽減でき、鋼製基盤の面積を小さ
くできる。鉄骨枠組体がH形鋼を井桁状に組んだものあ
る場合は、簡単な構造で堅固なものとでき、また柱軸力
等の荷重が良好に分散して鋼製基盤に伝達される。鋼製
基盤をデッキプレート等の路面覆工板とした場合は、さ
らに軽量化が図れ、組み立ても簡単となる。また、鋼製
基盤に代えて枕木を用いた場合は、高剛性化が図れる。
According to this structure, the column axial force of the building frame is sequentially dispersed and transmitted to the ground through the frame installation base, the steel frame assembly, and the steel base. In the case where the steel base is a unit steel base in which a lightweight channel steel is joined to the lower surface of the shaped steel, the weight of the steel material can be reduced and the area of the steel base can be reduced. When the steel frame assembly is made of H-shaped steel in a cross beam shape, it can be made to have a simple structure and be solid, and the load such as column axial force is well dispersed and transmitted to the steel base. If the steel base is a road surface lining plate such as a deck plate, the weight can be further reduced and the assembling can be simplified. When sleepers are used instead of the steel base, high rigidity can be achieved.

【0007】[0007]

【実施例】この発明の一実施例を図1ないし図3に基づ
いて説明する。この建物の鋼製基礎1は、平面状に広が
る鋼製基盤2と、この鋼製基盤2上に設けた鉄骨の枠組
体3と、この鉄骨枠組体3の内側に設けられて建物躯体
5を載せる鋼製の躯体設置台4とで構成される。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention will be described with reference to FIGS. The steel base 1 of this building has a steel base 2 that spreads in a plane, a steel frame 3 provided on the steel base 2, and a steel frame 3 that is provided inside the steel frame 3 to form a building frame 5. It is composed of a steel frame installation base 4 to be placed.

【0008】鋼製基盤2は、H形鋼6の下面に上向きの
軽量溝形鋼7を接合してなる帯状の単位鋼製基盤2aを
平行に敷き詰めたものである。鉄骨枠組体3は、単位鋼
製基盤2aに対して直交方向に延びるH形鋼等の2本の
鉄骨8,8(図2)と、これら鉄骨8,8間に両端を接
合した2本の鉄骨9,9とで井桁状に組んである。前記
直交方向の鉄骨8は、鋼製基盤2の全幅にわたって設け
てある。躯体設置台4は、鉄骨枠組体3の前記2本の鉄
骨9,9間に両端を接合したH形鋼製としてあり、その
中央に建物躯体5の鉄骨柱10の柱脚10aが設置され
る。
The steel base 2 is formed by laying strip-shaped unit steel bases 2a formed by joining upward light channel steels 7 on the lower surface of an H-shaped steel 6 in parallel. The steel frame structure 3 includes two steel frames 8 and 8 (FIG. 2) such as an H-shaped steel extending in a direction orthogonal to the unit steel base 2a and two steel frames 8 and 8 having both ends joined to each other. It is assembled like a cross with steel frames 9 and 9. The steel frame 8 in the orthogonal direction is provided over the entire width of the steel base 2. The frame installation base 4 is made of H-shaped steel with both ends joined between the two steel frames 9 of the steel frame structure 3, and the column base 10a of the steel column 10 of the building frame 5 is installed in the center thereof. .

【0009】図1(B)に拡大して示すように、各単位
鋼製基盤2aのH形鋼6は、鉄骨枠組体3の鉄骨8の下
フランジに高力ボルト等のボルト11で接合してある。
鉄骨8の上下フランジ間には、各単位鋼製基盤2aのH
形鋼6のウェブ部が位置する箇所に、鉄板からなる補強
部材12が溶接等で接合して設けてある。鉄骨枠組体3
の平行方向の鉄骨9は、直交方向の鉄骨8よりも上下幅
が大きなH形鋼とし、図3に側面図で示すように接合部
材13を介して直交方向の鉄骨8に接合してある。接合
部材13は、鉄板等の接合プレートからなり、一部が直
交方向の鉄骨8内に上下フランジ間にわたって溶接さ
れ、鉄骨8から突出した部分を鉄骨9のウェブ面に重ね
て高力ボルト等のボルト14で接合してある。鉄骨8内
の接合部材13を溶接した箇所とウェブに対する反対側
部分には鉄板等からなる補強部材15を溶接等で接合し
て設けてある。また、この鉄骨9の下面は、鋼製基盤2
の上面から若干浮かせてある。
As shown in the enlarged view of FIG. 1B, the H-section steel 6 of each unit steel base 2a is joined to the lower flange of the steel frame 8 of the steel frame assembly 3 with bolts 11 such as high strength bolts. There is.
Between the upper and lower flanges of the steel frame 8, H of each unit steel base 2a
A reinforcing member 12 made of an iron plate is joined to the portion of the shaped steel 6 where the web portion is located by welding or the like. Steel frame assembly 3
The steel frame 9 in the parallel direction is an H-shaped steel having a larger vertical width than the steel frame 8 in the orthogonal direction, and is joined to the steel frame 8 in the orthogonal direction via a joint member 13 as shown in the side view of FIG. The joining member 13 is formed of a joining plate such as an iron plate, and a part of the joining plate is welded in the steel frame 8 in the orthogonal direction over the upper and lower flanges. It is joined with a bolt 14. A reinforcing member 15 made of an iron plate or the like is provided by welding or the like at a portion of the steel frame 8 where the joining member 13 is welded and a portion opposite to the web. In addition, the lower surface of the steel frame 9 has a steel base 2
It is slightly raised from the top of the.

【0010】躯体設置台4は、前記平行方向の鉄骨8よ
りもさらに上下幅の大きいH形鋼とし、前記鉄骨8,9
間の接合構造と同様に、図1(B)のように接合部材1
6を介して鉄骨9に接合してある。接合部材16は、鉄
板等の接合プレートからなり、一部が鉄骨9内に上下フ
ランジ間にわたって溶接され、鉄骨9から突出した部分
を躯体設置台4のウェブ面に重ねて高力ボルト等でボル
ト接合してある。17は接合部材16のボルト挿通孔を
示す。鉄骨9内の接合部材16を溶接した箇所とウェブ
に対する反対側部分には鉄板等からなる補強部材18を
溶接等で接合して設けてある。躯体設置台4の下面も、
鋼製基盤2の上面から若干浮かせてある。躯体設置台4
の中央の柱載置部分には、鉄骨柱10の両フランジの直
下位置に、補強部材19が設けてある。補強部材19は
鉄板等からなり、H形鋼からなる躯体設置台4のウェブ
両側において、上下フランジ間にわたって溶接してあ
る。
The skeleton installation base 4 is made of H-shaped steel having a larger vertical width than the steel frame 8 in the parallel direction.
Similar to the joining structure between the joining members, as shown in FIG.
It is joined to the steel frame 9 via 6. The joining member 16 is formed of a joining plate such as an iron plate, and a part of the joining plate is welded in the steel frame 9 between the upper and lower flanges. It is joined. Reference numeral 17 denotes a bolt insertion hole of the joining member 16. A reinforcing member 18 made of an iron plate or the like is provided by welding or the like at a portion of the steel frame 9 where the joining member 16 is welded and a portion opposite to the web. Also the lower surface of the frame installation base 4,
It is slightly raised from the upper surface of the steel base 2. Body installation stand 4
A reinforcing member 19 is provided at a position directly below both flanges of the steel frame column 10 in a column mounting portion at the center of. The reinforcing member 19 is made of an iron plate or the like, and is welded between the upper and lower flanges on both sides of the web of the frame installation base 4 made of H-shaped steel.

【0011】建物躯体5は鉄骨造建物の躯体であり、鉄
骨柱10はH形鋼とされて、その下端に溶接されたベー
スプレート20が躯体設置台4の上面にボルト21で接
合される。また、ベースプレート20上に重なるアング
ル材22,23を鉄骨柱10のフランジ外面およびウェ
ブ両面に設け、ベースプレート20および躯体設置台4
の上フランジにわたってボルト接合すると共に、各アン
グル材22,23を前記フランジおよびウェブにボルト
接合してある。鉄骨柱10には床梁等となるH形鋼製の
梁24,25が、スプリットティーやエンドプレート等
を介してボルトで接合してある。
The building skeleton 5 is a skeleton of a steel building, and the steel column 10 is made of H-shaped steel, and the base plate 20 welded to the lower end thereof is joined to the upper surface of the skeleton installation base 4 with bolts 21. Further, the angle members 22 and 23 overlapping the base plate 20 are provided on the outer surface of the flange and the web surface of the steel frame column 10, and the base plate 20 and the frame installation table 4
The angle members 22 and 23 are bolted to the flange and the web while being bolted to the upper flange. Beams 24 and 25 made of H-shaped steel, which are floor beams and the like, are joined to the steel column 10 with bolts via split tees, end plates, and the like.

【0012】各部材の寸法例を説明する。躯体設置台4
は、390×300×10×16のH形鋼、鉄骨9は3
40×250×9×14のH形鋼、鉄骨8は244×1
75×7×11のH形鋼、単位鋼製基盤2aのH形鋼6
は200×100×5.5×8の寸法、軽量溝形鋼7は
300×50×4.5の寸法としてある。また、鉄骨柱
10は340×250×9×14のH形鋼としてある。
単位はいずれもミリである。このように、鋼製基礎1を
構成する各鋼材につき、荷重の伝達順で、柱側に近いも
のほど順次断面の大きなものを使用している。
An example of dimensions of each member will be described. Body installation stand 4
Is H-shaped steel of 390 × 300 × 10 × 16, steel frame 9 is 3
40 × 250 × 9 × 14 H-section steel, steel frame 8 is 244 × 1
75 × 7 × 11 H-section steel, unit steel base 2a H-section steel 6
Is 200 × 100 × 5.5 × 8, and the lightweight channel steel 7 has dimensions of 300 × 50 × 4.5. Further, the steel column 10 is made of H-shaped steel of 340 × 250 × 9 × 14.
All units are millimeters. In this way, for each steel material constituting the steel foundation 1, those having a larger cross section are used in order of load transmission in the order of load transmission.

【0013】この構成の基礎1によると、連続して敷き
詰めた単位鋼製基盤2aを介して、鉄骨柱10の軸力が
地盤に伝達される。この場合に、柱軸力は、ベースプレ
ート20を介して、躯体設置台4から、井桁状に組まれ
た鉄骨枠組体3の平行方向の鉄骨8、および直交方向の
鉄骨9を順に介して各単位鋼製基盤2aに流れる。この
ように、狭い柱断面から広い面積の鋼製基盤2へ柱軸力
が分散して伝わる。単位鋼製基盤2aはH形鋼6の下面
に軽量溝形鋼7を溶接した組み立て部材を用いているた
め、鋼材重量が軽減され、基礎全体の面積が小さくて済
む。また、この鋼製基礎1は、各部材の接合を全てボル
ト接合としてあるため、現場で容易に組み立てることが
でき、解体も容易である。図示の建物躯体5の場合は、
1階の梁24,25を設け、柱軸力をこの鋼製基礎1で
支持し、柱脚10aの曲げモーメントは1階の梁24,
25で支持する設計としてある。
According to the foundation 1 having this structure, the axial force of the steel column 10 is transmitted to the ground through the unit steel substrate 2a continuously laid. In this case, the column axial force is passed through the base plate 20, from the skeleton installation base 4, through the parallel-direction steel frames 8 and the orthogonal-direction steel frames 9 of the steel frame assembly 3 assembled in a cross beam shape, in each unit. It flows to the steel base 2a. In this way, the column axial force is distributed and transmitted from the narrow column cross section to the steel base 2 having a large area. Since the unit steel base 2a uses an assembly member in which the lightweight channel steel 7 is welded to the lower surface of the H-shaped steel 6, the weight of the steel material is reduced and the area of the entire base can be reduced. In addition, since the steel foundation 1 is bolt-bonded to each member, it can be easily assembled on site and disassembled easily. In the case of the building frame 5 shown,
The beams 24 and 25 of the first floor are provided, the column axial force is supported by this steel foundation 1, and the bending moment of the column base 10a is the beams 24 and 25 of the first floor.
It is designed to be supported by 25.

【0014】なお、上記実施例の鋼製基礎1において、
鋼製基盤2に代えて図4のようにコンクリート製の枕木
26を複数本平行に敷いても良く、また図5に示すよう
に、メトロデッキと呼ばれるデッキプレート等の路面覆
工板を鋼製基盤2として用いても良い。これら枕木26
や路面覆工板を用いた場合は、剛性が高められ、かつ構
成が簡単になる。
In the steel foundation 1 of the above embodiment,
Instead of the steel base 2, a plurality of concrete sleepers 26 may be laid in parallel as shown in FIG. 4, and as shown in FIG. 5, a road surface lining plate such as a deck plate called a metro deck is made of steel. It may be used as the base 2. These sleepers 26
If a road surface lining plate is used, the rigidity is increased and the structure is simplified.

【0015】なお、前記実施例では建物躯体5の鉄骨柱
10をH形鋼としたが、鉄骨柱10は角形鋼管や丸形鋼
管柱であっても良く、またこの鋼製基礎1に梁を直接に
設置しても良い。
Although the steel frame pillar 10 of the building frame 5 is H-shaped steel in the above embodiment, the steel frame pillar 10 may be a square steel pipe or a round steel pipe column, and a beam is attached to the steel foundation 1. You may install it directly.

【0016】[0016]

【発明の効果】この発明の建物の鋼製基礎は、平面状に
広がる鋼製基盤と、この鋼製基盤上に設けた鉄骨の枠組
体と、この鉄骨枠組体に接合されて建物躯体を載せる鋼
製の躯体設置台とを備えたものであるため、現場作業が
軽減でき、解体時に廃棄物が出ない。また、鋼製基盤
が、形鋼の下面に上向きの軽量溝形鋼を接合してなる帯
状の単位鋼製基盤を敷き詰めたものであり、前記鉄骨枠
組体を構成する複数本の平行な鉄骨を前記単位鋼製基盤
と直交して設け、この鉄骨に前記各単位鋼製基盤の形鋼
を接合したため、鋼材の軽量化が図れ、基礎全体の面積
も小さくできる。請求項2の発明の場合は、鉄骨枠組体
がH形鋼を井桁状に組んだものであって、前記躯体設置
台を、前記鉄骨枠組体の一対の平行な鉄骨間に接合した
H形鋼製とし、このH形鋼製の躯体設置台に建物躯体の
柱脚を接合するため、柱軸力等が鋼製基盤に良好に分散
して伝わり、また簡単な構成で堅固なものとなる。請求
項3の発明の場合は、鋼製基盤を路面覆工盤としたた
め、一層軽量化され、また構造が簡易化される。請求項
の発明の場合は、鋼製基盤の代わりに複数本の平行な
枕木を設けたため、高剛性化される。
The steel foundation of the building of the present invention has a steel base that spreads in a plane, a steel frame structure provided on the steel base, and a building frame mounted on the steel frame structure. Since it is equipped with a steel frame installation base, on-site work can be reduced, and no waste is generated during dismantling. Further , the steel base is one in which a strip-shaped unit steel base made by joining upward light channel steel to the lower surface of the shaped steel is spread, and a plurality of parallel steel frames constituting the steel frame assembly are formed. Since the unit steel base is provided orthogonally and the shaped steel of each unit steel base is joined to this steel frame, the weight of the steel material can be reduced and the area of the entire base can be reduced. In the case of the invention of claim 2 , the steel frame assembly is an H-shaped steel assembled in a cross beam shape, and the frame installation base is joined between a pair of parallel steel frames of the steel frame assembly. Since the column base of the building frame is joined to this H-shaped steel frame installation base, the column axial force and the like are well dispersed and transmitted to the steel base, and the structure is simple and robust. Claim
In the case of the invention of Item 3 , since the steel base is the road surface lining board, the weight is further reduced and the structure is simplified. Claim
In the case of the invention of No. 4, since a plurality of parallel sleepers are provided instead of the steel base, the rigidity is increased.

【図面の簡単な説明】[Brief description of the drawings]

【図1】(A)はこの発明にかかる鋼製基礎の破断正面
図、(B)はその部分拡大図である。
FIG. 1A is a cutaway front view of a steel foundation according to the present invention, and FIG. 1B is a partially enlarged view thereof.

【図2】鋼製基礎の平面図である。FIG. 2 is a plan view of a steel foundation.

【図3】鋼製基礎の破断側面図である。FIG. 3 is a cutaway side view of a steel foundation.

【図4】この発明の他の実施例の破断正面図である。FIG. 4 is a cutaway front view of another embodiment of the present invention.

【図5】この発明のさらに他の実施例の破断正面図であ
る。
FIG. 5 is a cutaway front view of still another embodiment of the present invention.

【図6】従来例の断面図である。FIG. 6 is a sectional view of a conventional example.

【符号の説明】[Explanation of symbols]

1…鋼製基礎、2…鋼製基盤、2a…単位鋼製基盤、3
…鉄骨枠組体、4…躯体設置台、5…建物躯体、6…H
形鋼、7…軽量溝形鋼、8,9…鉄骨、10a…柱脚
1 ... Steel base, 2 ... Steel base, 2a ... Unit steel base, 3
… Steel frame structure, 4… Frame installation stand, 5… Building frame, 6… H
Shaped steel, 7 ... Lightweight channel steel, 8, 9 ... Steel frame, 10a ... Column base

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 実開 平4−138436(JP,U) 実開 平3−32646(JP,U) 実開 平5−7735(JP,U) ─────────────────────────────────────────────────── ─── Continuation of the front page (56) References Actual flat 4-138436 (JP, U) Actual flat 3-32646 (JP, U) Actual flat 5-7735 (JP, U)

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 平面状に広がる鋼製基盤と、この鋼製基
盤上に設けた鉄骨の枠組体と、この鉄骨枠組体に接合さ
れて建物躯体を載せる鋼製の躯体設置台とを備え、前記
鋼製基盤が、形鋼の下面に上向きの軽量溝形鋼を接合し
てなる帯状の単位鋼製基盤を敷き詰めたものであり、前
記鉄骨枠組体を構成する複数本の平行な鉄骨を前記単位
鋼製基盤と直交して設け、この鉄骨に前記各単位鋼製基
盤の形鋼を接合した建物の鋼製基礎。
And 1. A steel base extending in a plane, e Preparations and framework of steel which is provided on the steel foundation and steel skeleton installation base for mounting the building structures are joined to the steel framework member , The above
The steel base is made by joining the upward facing lightweight channel steel to the lower surface of the structural steel.
The strip-shaped unit steel base is
A plurality of parallel steel frames constituting the steel frame framework is used as the unit.
It is installed orthogonally to the steel base and the steel frame
The steel foundation of the building in which the structural steel of the board is joined .
【請求項2】 前記鉄骨枠組体が、H形鋼を井桁状に組
んだものであって、前記躯体設置台を、前記鉄骨枠組体
の一対の平行な鉄骨間に接合したH形鋼製とし、このH
形鋼製の躯体設置台に建物躯体の柱脚を接合する請求項
1記載の建物の鋼製基礎。
2. The steel frame assembly is made of H-shaped steel in a cross beam shape, and the skeleton installation base is made of H-shaped steel joined between a pair of parallel steel frames of the steel frame assembly. , This H
The column base of the building frame is joined to the frame-shaped frame installation base made of shaped steel.
1 Symbol placement of the steel foundation of the building.
【請求項3】 平面状に広がる鋼製基盤と、この鋼製基
盤上に設けた鉄骨の枠組体と、この鉄骨枠組体に接合さ
れて建物躯体を載せる鋼製の躯体設置台とを備え、前記
鋼製基盤を路面覆工板とした建物の鋼製基礎。
3. A steel base that spreads in a plane, a steel frame structure provided on the steel base, and a steel frame installation table that is joined to the steel frame and on which a building frame is mounted. steel foundation of buildings to the steel base to the road surface lining plate.
【請求項4】 複数本の平行な枕木と、この複数本の平
行な枕木上に設けた鉄骨の枠組体と、この鉄骨枠組体に
接合されて建物躯体を載せる鋼製の躯体設置台とを備え
建物の鋼製基礎。
4. A plurality of parallel sleepers and the plurality of flat sleepers
To the steel frame framework and the steel frame framework installed on the sleepers
It is equipped with a steel frame installation stand that is joined and puts the building frame
Steel foundation of abandoned building.
JP7087530A 1995-03-20 1995-03-20 Building steel foundation Expired - Fee Related JP2690868B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7087530A JP2690868B2 (en) 1995-03-20 1995-03-20 Building steel foundation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7087530A JP2690868B2 (en) 1995-03-20 1995-03-20 Building steel foundation

Publications (2)

Publication Number Publication Date
JPH08260478A JPH08260478A (en) 1996-10-08
JP2690868B2 true JP2690868B2 (en) 1997-12-17

Family

ID=13917556

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7087530A Expired - Fee Related JP2690868B2 (en) 1995-03-20 1995-03-20 Building steel foundation

Country Status (1)

Country Link
JP (1) JP2690868B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002266427A (en) * 2001-03-08 2002-09-18 Nippon Steel Corp Steel pedestal structure
JP2008095497A (en) * 2007-11-08 2008-04-24 Sekisui Chem Co Ltd Vibration control structure of building
JP5221191B2 (en) * 2008-04-16 2013-06-26 株式会社住金システム建築 Building basic structure and construction method
JP5432766B2 (en) * 2010-02-24 2014-03-05 株式会社内藤ハウス Foundation structure of the building

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04138436U (en) * 1991-06-17 1992-12-25
JP3032646U (en) * 1996-06-20 1996-12-24 祥一 清家 Lighting equipment

Also Published As

Publication number Publication date
JPH08260478A (en) 1996-10-08

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