JPH08189042A - Structure of h-section continuous footing beam for tying in building member - Google Patents
Structure of h-section continuous footing beam for tying in building memberInfo
- Publication number
- JPH08189042A JPH08189042A JP33947894A JP33947894A JPH08189042A JP H08189042 A JPH08189042 A JP H08189042A JP 33947894 A JP33947894 A JP 33947894A JP 33947894 A JP33947894 A JP 33947894A JP H08189042 A JPH08189042 A JP H08189042A
- Authority
- JP
- Japan
- Prior art keywords
- shaped steel
- upper flange
- section
- steel beam
- continuous 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.)
- Granted
Links
Landscapes
- Foundations (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】本発明は建築物の基礎に関するも
のである。FIELD OF THE INVENTION The present invention relates to the foundation of buildings.
【０００２】[0002]
【従来の技術】コンクリート基礎梁を打設する場合、地
中を深く堀り下げて捨てコンクリートを打設し、その上
にアンカーフレームと地中梁の配筋を行い、それらの鉄
筋の周りを型枠で囲んでコンクリートを打ち込み、コン
クリートの硬化後に型枠を取り外し、その取り出した土
を埋め戻す一連の作業が行われる。2. Description of the Related Art When placing a concrete foundation beam, the ground is dug deeply into the ground, the concrete is thrown away, and the anchor frame and the underground beam are laid on it. A series of work is performed in which concrete is enclosed in a formwork, concrete is hardened, the formwork is removed after the concrete hardens, and the soil taken out is backfilled.
【０００３】かかる従来工法では、コンクリート基礎梁
を打設するために堀り下げた建築物には、周囲を囲む深
い溝が出来るので、コンクリート基礎梁が出来て土を埋
め戻すまでに建築資材を建築現場に持ち込むことは困難
である。そして、堀り出した土の搬出と埋め戻す土の搬
入や型枠の搬入・搬出、配筋や型枠の組み立て・解体に
多大な労力を要する。而も、その打ち込んだコンクリー
トの養生に長時間を要するので建築工事を短期化するこ
とは出来ない。In such a conventional construction method, since a deep groove surrounding the periphery is formed in a building dug down for placing a concrete foundation beam, a building material is provided until the concrete foundation beam is formed and the soil is backfilled. It is difficult to bring it to the construction site. Then, a great deal of labor is required to carry out the unearthed soil, carry in the soil to be backfilled, carry in and carry out the formwork, and arrange and disassemble the bar and formwork. Moreover, since it takes a long time to cure the injected concrete, the construction work cannot be shortened.
【０００４】建築工事の短期化のためにはコンクリート
基礎梁に代えてＨ形鋼梁を使用することが考えられる。
しかし、Ｈ形鋼梁は地中から湧き出る湿気によって腐蝕
し易く耐用性の面で問題がある。そこで、Ｈ形鋼梁をコ
ンクリートで包み込み全面被覆することが試みられた。In order to shorten the construction work, it is possible to use an H-shaped steel beam instead of the concrete foundation beam.
However, the H-shaped steel beam is apt to be corroded by the moisture emanating from the ground and has a problem in terms of durability. Therefore, it has been attempted to wrap the H-shaped steel beam in concrete to cover the entire surface.
【０００５】[0005]
【発明が解決しようとする課題】Ｈ形鋼梁をコンクリー
トで包み込むには、先ずメッシュ筋や細手の鉄筋でＨ形
鋼梁の周りを囲み、その周りを形枠で囲んでコンクリー
トを打設することになる。しかし、コンクリートを打設
すると、床梁や階段フレーム、ＡＬＣ壁板、壁パネルな
どの建築部材のＨ形鋼連続基礎梁への取り付けが困難に
なる。In order to wrap the H-shaped steel beam with concrete, first surround the H-shaped steel beam with mesh rebars or fine rebars, and surround it with a frame to place concrete. Will be done. However, when concrete is placed, it becomes difficult to attach building members such as floor beams, stair frames, ALC wall boards, and wall panels to the H-section steel continuous foundation beams.
【０００６】[0006]
【発明の目的】そこで本発明は、コンクリートに包み込
まれたＨ形鋼梁に床梁や階段フレーム、ＡＬＣ壁板、壁
パネルなどの建築部材を、レベルや出入り、左右の位置
を所定の位置に揃えて簡便に取り付けられるようにする
ことを目的とする。SUMMARY OF THE INVENTION Therefore, according to the present invention, a building member such as a floor beam, a stair frame, an ALC wall plate, a wall panel, etc. is placed on an H-shaped steel beam encased in concrete, and the left and right positions are set to predetermined positions. The purpose is to align and easily attach.
【０００７】[0007]
【課題を解決するための手段】本発明の第１の特徴は、
支柱（５８）の柱脚（３７）にＨ形鋼梁（７６）のフラ
ンジ（７０）・（７１）を水平に溶接して構成され、そ
のＨ形鋼梁（７６）の上側フランジ（７０）に９０ｃｍ
以下の間隔をもってＨ形鋼梁（７６）の長さ方向にボル
ト差込孔（７７ａ）・（７７ｂ）・（７７ｃ）………が
穿設されているＨ形鋼連続基礎梁（３６）にある。The first feature of the present invention is to:
The flanges (70) and (71) of the H-shaped steel beam (76) are horizontally welded to the column base (37) of the column (58), and the upper flange (70) of the H-shaped steel beam (76) is formed. 90 cm
On the H-section steel continuous foundation beam (36) in which bolt insertion holes (77a), (77b), (77c) ... Are bored in the length direction of the H-section steel beam (76) at the following intervals. is there.
【０００８】本発明の第２の特徴は、支柱（５８）の柱
脚（３７）にＨ形鋼梁（７６）のフランジ（７０）・
（７１）を水平に溶接してＨ形鋼連続基礎梁（３６）が
構成され、そのＨ形鋼梁（７６）の上側フランジ（７
０）に９０ｃｍ以下の間隔をもってＨ形鋼梁（７６）の
長さ方向にボルト差込孔（７７ａ）・（７７ｂ）・（７
７ｃ）………が穿設されており、上側フランジ（７０）
のボルト差込孔（７７）に装着したボルト（７８）によ
って床梁（８１）や階段フレーム（８２）、ＡＬＣ壁板
（８３）、壁パネルなどの建築資材を取り付ける建築金
物（９１）・（９２）・（９３）………がＨ形鋼梁（７
６）の上側フランジ（７０）の上面に接合されており、
その上側フランジ（７０）に突設された建築金物（９
１）・（９２）・（９３）………を介して床梁（８１）
や階段フレーム（８２）、ＡＬＣ壁板（８３）、壁パネ
ルなどの建築部材がレベルおよび出入りと左右の位置を
揃えてＨ形鋼連続基礎梁（３６）に取り付けられている
建築部材の取合構造にある。The second feature of the present invention is that the column base (37) of the column (58) is provided with the flange (70) of the H-shaped steel beam (76).
(71) is welded horizontally to form an H-section steel continuous foundation beam (36), and the upper flange (7) of the H-section steel beam (76) is formed.
0) with a space of 90 cm or less in the length direction of the H-shaped steel beam (76) in the bolt insertion holes (77a), (77b), (7).
7c) ... is drilled, and the upper flange (70)
Building metal fittings (91) (() for attaching building materials such as floor beams (81), stair frames (82), ALC wall boards (83), wall panels, etc. by means of bolts (78) attached to bolt insertion holes (77) of 92) and (93) ......... are H-shaped steel beams (7
6) is joined to the upper surface of the upper flange (70),
Building hardware (9) protruding from the upper flange (70)
Floor beam (81) through 1), (92), (93) ...
Construction of structural members such as stair frames (82), ALC wall plates (83), and wall panels that are attached to the H-section steel continuous foundation beam (36) at the same level and right / left position. In structure.
【０００９】[0009]
【第１実施例】以下、図示する実施例により本発明を説
明する。図１は本発明の第１実施例を図示し、支柱５８
の柱脚３７にＨ形鋼梁７６のフランジ７０・７１を水平
に取り付けてＨ形鋼連続基礎梁３６が構成され、そのＨ
形鋼梁７６の上側フランジ７０に２０ｃｍの間隔をもっ
てＨ形鋼梁７６の長さ方向にボルト差込孔７７ａ・７７
ｂ・７７ｃ………が穿設されている。アンカーボルト８
４は、上側フランジ７０の所定の位置のボルト差込孔７
７に係止されている。図中、８５は主筋であり、８６は
スターラップ筋であり、これらにはコンクリート基礎梁
に使用される鉄筋よりも細手のものを使用してもよい。First Embodiment The present invention will be described below with reference to the embodiments shown in the drawings. FIG. 1 illustrates a first embodiment of the present invention, in which a column 58
The flanges 70 and 71 of the H-shaped steel beam 76 are horizontally attached to the column base 37 of the H-shaped steel beam to form the H-shaped steel continuous foundation beam 36.
Bolt insertion holes 77a, 77 are provided in the upper side flange 70 of the shaped steel beam 76 at intervals of 20 cm in the longitudinal direction of the H shaped steel beam 76.
b. 77c ... is drilled. Anchor bolt 8
4 is a bolt insertion hole 7 at a predetermined position of the upper flange 70.
It is locked at 7. In the figure, 85 is a main bar and 86 is a stirrup bar, which may be finer than the reinforcing bar used for the concrete foundation beam.
【００１０】この実施例では、支柱５８の柱脚３７に溶
接して突設したブラケット梁にＨ形鋼梁７６をスプライ
スプレートと高力ボルトによって接合しているが、支柱
５８の下端にジョイントボックスを取り付けて柱脚３７
とし、一方、Ｈ形鋼梁７６の仕口にはエンドプレートを
溶接しておき、そのジョイントボックスにエンドプレー
トを高力ボルトによって接合してＨ形鋼連続基礎梁３６
を構成することも出来る。In this embodiment, the H-shaped steel beam 76 is joined to the bracket beam, which is welded to the column base 37 of the support column 58 so as to project, by the splice plate and the high-strength bolt. Attach the column base 37
On the other hand, an end plate is welded to the joint of the H-section steel beam 76, and the end plate is joined to the joint box by a high-strength bolt to form the H-section steel continuous foundation beam 36.
Can also be configured.
【００１１】[0011]
【第２実施例】図２は本発明の第２実施例を図示し、上
側フランジ７０のボルト差込孔７７に装着したボルト７
８によって床梁取付金物９１がＨ形鋼梁７６の上側フラ
ンジ７０の上面に接合されており、その上側フランジ７
０に突設された床梁取付金物９１を介して床梁８１がＨ
形鋼連続基礎梁３６に天端を揃えて取り付けられてい
る。図中、８７はコンクリートである。[Second Embodiment] FIG. 2 shows a second embodiment of the present invention, in which a bolt 7 mounted in a bolt insertion hole 77 of an upper flange 70 is mounted.
The floor beam mounting hardware 91 is joined to the upper surface of the upper flange 70 of the H-shaped steel beam 76 by means of 8.
The floor beam 81 is connected to the H
The top end of the shaped steel continuous foundation beam 36 is aligned and attached. In the figure, 87 is concrete.
【００１２】[0012]
【第３実施例】図３は本発明の第３実施例を図示し、上
側フランジ７０のボルト差込孔７７に装着したボルト７
８によって階段取付金物９２がＨ形鋼梁７６の上側フラ
ンジ７０の上面に接合されており、その上側フランジ７
０に突設された階段取付金物９２を介して階段フレーム
８２がＨ形鋼連続基礎梁３６に天端を揃えて取り付けら
れている。[Third Embodiment] FIG. 3 illustrates a third embodiment of the present invention, in which a bolt 7 mounted in a bolt insertion hole 77 of an upper flange 70 is mounted.
The staircase mounting hardware 92 is joined to the upper surface of the upper flange 70 of the H-shaped steel beam 76 by means of 8.
The staircase frame 82 is attached to the H-shaped steel continuous foundation beam 36 with the top end aligned via the staircase mounting hardware 92 that is provided so as to project at zero.
【００１３】[0013]
【第４実施例】図４は本発明の第４実施例を図示し、上
側フランジ７０のボルト差込孔７７に装着したボルト７
８によってパネル取付金物９３がＨ形鋼梁７６の上側フ
ランジ７０の上面に接合されており、そのパネル取付金
物９３に突設したボルト９４によってＦレール９５がＨ
形鋼連続基礎梁３６に取り付けられている。ＡＬＣ壁板
８３は、下端をＦレール９５に載せ、係止舌片９６をＦ
レール９５のレール９７に引っ掛けて係止されている。
Ｈ形鋼連続基礎梁３６に床下換気口３８を取り付ける場
合には、図５に図示するように、Ｆレール９５にブラケ
ット３９を螺子止めし、そのブラケット３９に床下換気
口３８を螺子止めする。[Fourth Embodiment] FIG. 4 shows a fourth embodiment of the present invention, in which the bolt 7 mounted in the bolt insertion hole 77 of the upper flange 70 is mounted.
The panel mounting hardware 93 is joined to the upper surface of the upper flange 70 of the H-shaped steel beam 76 by means of 8, and the F-rail 95 is H-shaped by the bolt 94 protruding from the panel mounting hardware 93.
It is attached to the section steel continuous foundation beam 36. The lower end of the ALC wall plate 83 is placed on the F rail 95, and the locking tongue piece 96 is attached to the F rail 95.
It is hooked on the rail 97 of the rail 95 and locked.
When attaching the underfloor ventilation port 38 to the H-section steel continuous foundation beam 36, as shown in FIG. 5, the bracket 39 is screwed to the F rail 95, and the underfloor ventilation port 38 is screwed to the bracket 39.
【００１４】[0014]
【第５実施例】図６と図７は本発明の第５実施例を図示
し、この実施例ではＨ形鋼梁７６は鉄筋やコンクリート
に包み込まれることなく、そのままＨ形鋼連続基礎梁３
６を構成している。８３はＡＬＣ壁板である。ＡＬＣ壁
板８３は、その裏面に螺子止めした係止舌片９６を、Ｈ
形鋼梁７６の上側フランジ７０のボルト差込孔７７に装
着したボルト７８によって係止したＦレール９５のレー
ル９７に引っ掛けてＨ形鋼連続基礎梁３６に取り付けら
れている。Ｈ形鋼連続基礎梁３６の前面は、Ｈ形鋼梁７
６の上側フランジ７０に螺子止めしたフアスナー４０と
下側フランジ７１に螺子止めしたフアスナー４１に化粧
ブロック９９を螺子止めして仕上げられている（図
６）。図７は、Ｈ形鋼連続基礎梁３６の前面の他の仕上
法を図示し、Ｈ形鋼連続基礎梁３６の前面は、犬走りコ
ンクリート９８に固定した化粧ブロック９９によって仕
上げられている。[Fifth Embodiment] FIGS. 6 and 7 show a fifth embodiment of the present invention. In this embodiment, the H-section steel beam 76 is not wrapped in reinforcing bars or concrete, but is directly in the H-section steel continuous foundation beam 3.
6. 83 is an ALC wall plate. The ALC wall plate 83 has a locking tongue piece 96 screwed to the back surface thereof,
It is attached to the H-shaped steel continuous foundation beam 36 by being hooked on the rail 97 of the F rail 95 locked by the bolt 78 mounted in the bolt insertion hole 77 of the upper flange 70 of the shaped steel beam 76. The front of the H-shaped steel continuous foundation beam 36 is the H-shaped steel beam 7
6 is finished by screwing the decorative block 99 to the fastener 40 screwed to the upper flange 70 and the fastener 41 screwed to the lower flange 71 (FIG. 6). FIG. 7 illustrates another finishing method for the front surface of the H-section steel continuous foundation beam 36, and the front surface of the H-section steel continuous foundation beam 36 is finished by a decorative block 99 fixed to dog running concrete 98.
【００１５】[0015]
【発明の効果】上記の通り本発明では、支柱５８の柱脚
３７にＨ形鋼梁７６のフランジ７０・７１を水平に溶接
してＨ形鋼連続基礎梁３６が構成される。そのＨ形鋼梁
７６の上側フランジ７０に９０ｃｍ以下の間隔をもって
Ｈ形鋼梁７６の長さ方向にボルト差込孔７７ａ・７７ｂ
・７７ｃ………が穿設されている。このため、建物のデ
ィティールに合わせて床梁取付金物９１、階段取付金物
９２、パネル取付金物９３などの建築金物を、所要の箇
所のボルト差込孔７７に差し込んだボルト７８によって
Ｈ形鋼梁７６に取り付け、それらの建築金物９１・９２
・９３………を介して床梁８１や階段フレーム８２、Ａ
ＬＣ壁板８３、壁パネルなどの建築部材をＨ形鋼連続基
礎梁３６に取り付けることが出来る。そうすることによ
って、それらの建築部材を簡便に所定のレベルおよび出
入りと左右の位置に揃えることが出来るようになる。As described above, in the present invention, the H-shaped steel continuous foundation beam 36 is constructed by horizontally welding the flanges 70 and 71 of the H-shaped steel beam 76 to the column base 37 of the column 58. Bolt insertion holes 77a and 77b are provided in the upper flange 70 of the H-shaped steel beam 76 in the longitudinal direction of the H-shaped steel beam 76 at intervals of 90 cm or less.
・ 77c ......... is drilled. Therefore, building hardware such as floor beam mounting hardware 91, stair mounting hardware 92, panel mounting hardware 93, etc. are inserted into the bolt insertion holes 77 at the required locations according to the details of the building by bolts 78 and the H-shaped steel beam 76 is inserted. Attached to those building hardware 91/92
· Floors 81 and stair frames 82, A through 93 ...
Building members such as LC wall plates 83 and wall panels can be attached to the H-section steel continuous foundation beam 36. By doing so, it becomes possible to easily align those building members in a predetermined level and in / out and left / right positions.
【００１６】尚、この明細書の特許請求の範囲の欄の記
載事項には、図面に表示した番号に対応する番号を付記
しているが、その付記した番号は、この明細書の内容を
理解し易くするためのものであり、その付記した番号に
よって、その付記された特許請求の範囲の欄の記載事項
が、図面の記載事項に限定されることを意味するもので
はない。It should be noted that, although the items corresponding to the claims in this specification are provided with the numbers corresponding to the numbers shown in the drawings, the added numbers mean the contents of this specification. This is for the purpose of facilitating the description, and the added number does not mean that the items described in the appended claims are limited to the items described in the drawings.
【図１】本発明の第１実施例に係るＨ形鋼連続基礎梁の
斜視図である。FIG. 1 is a perspective view of an H-section steel continuous foundation beam according to a first embodiment of the present invention.
【図２】本発明の第２実施例に係るＨ形鋼連続基礎梁と
床梁との取付箇所における断面図である。FIG. 2 is a sectional view of an H-shaped steel continuous foundation beam and a floor beam at a mounting portion according to a second embodiment of the present invention.
【図３】本発明の第３実施例に係るＨ形鋼連続基礎梁と
階段フレームとの取付箇所における断面図である。FIG. 3 is a cross-sectional view of an H-shaped steel continuous foundation beam and a stair frame at a mounting portion according to a third embodiment of the present invention.
【図４】本発明の第４実施例に係るＨ形鋼連続基礎梁と
ＡＬＣ壁板との取付箇所における断面図である。FIG. 4 is a cross-sectional view of an H-shaped steel continuous foundation beam and an ALC wall plate at a mounting portion according to a fourth embodiment of the present invention.
【図５】本発明の第４実施例に係るＨ形鋼連続基礎梁の
床下換気口の取付箇所における斜視図である。FIG. 5 is a perspective view of an H-shaped steel continuous foundation beam according to a fourth embodiment of the present invention at a location where an underfloor ventilation port is attached.
【図６】本発明の第５実施例に係るＨ形鋼連続基礎梁と
ＡＬＣ壁板との取付箇所における断面図である。FIG. 6 is a sectional view of an H-shaped steel continuous foundation beam and an ALC wall plate at a mounting portion according to a fifth embodiment of the present invention.
【図７】本発明の第５実施例に係るＨ形鋼連続基礎梁と
ＡＬＣ壁板との取付箇所における断面図である。FIG. 7 is a cross-sectional view of an H-shaped steel continuous foundation beam and an ALC wall plate at a mounting portion according to a fifth embodiment of the present invention.
３６ Ｈ形鋼連続基礎梁 ３７ 柱脚 ３８ 床下換気口 ３９ ブラケット ４０ フアスナー ４１ フアスナー ５８ 支柱 ７０ 上側フランジ ７１ 下側フランジ ７６ Ｈ形鋼梁 ７７ ボルト差込孔 ７８ ボルト ８１ 床梁 ８２ 階段フレーム ８３ ＡＬＣ壁板 ８４ アンカーボルト ８５ 主筋 ８６ スターラップ筋 ８７ コンクリート ８９ 床パネル ９１ 床梁取付金物 ９２ 階段取付金物 ９３ パネル取付金物 ９４ ボルト ９５ Ｆレール ９６ 係止舌片 ９７ レール ９８ コンクリート ９９ 化粧ブロック 36 H-shaped steel continuous foundation beam 37 Column base 38 Underfloor ventilation port 39 Bracket 40 Huasner 41 Huasner 58 Strut 70 Upper flange 71 Lower flange 76 H-shaped steel beam 77 Bolt insertion hole 78 Bolt 81 Floor beam 82 Stair frame 83 ALC wall Plate 84 Anchor bolt 85 Main bar 86 Stirrup bar 87 Concrete 89 Floor panel 91 Floor beam mounting hardware 92 Stair mounting hardware 93 Panel mounting hardware 94 Bolt 95 F rail 96 Locking tongue 97 Rail 98 Concrete 99 Cosmetic block
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 ＦＩ 技術表示箇所 Ｅ０４Ｃ 3/04 (72)発明者 池野 総克 大阪府大阪市西区阿波座１丁目５番16号 大和ハウス工業株式会社内─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification number Reference number within the agency FI Technical indication location E04C 3/04 (72) Inventor Soukatsu Ikeno 1-5-16 Awaza, Nishi-ku, Osaka-shi, Osaka Yamato House Industry Co., Ltd.
Claims (2)
（７６）のフランジ（７０）・（７１）を水平に溶接し
て構成され、そのＨ形鋼梁（７６）の上側フランジ（７
０）に９０ｃｍ以下の間隔をもってＨ形鋼梁（７６）の
長さ方向にボルト差込孔（７７ａ）・（７７ｂ）・（７
７ｃ）………が穿設されていることを特徴とするＨ形鋼
連続基礎梁。1. The flange (70) / (71) of an H-shaped steel beam (76) is horizontally welded to the column base (37) of the column (58), and the flange (70) / (71) of the H-shaped steel beam (76) is welded. Upper flange (7
0) with a space of 90 cm or less in the length direction of the H-shaped steel beam (76) in the bolt insertion holes (77a), (77b), (7).
7c) ... An H-section steel continuous foundation beam characterized by being perforated.
（７６）のフランジ（７０）・（７１）を水平に溶接し
てＨ形鋼連続基礎梁（３６）が構成され、そのＨ形鋼梁
（７６）の上側フランジ（７０）に９０ｃｍ以下の間隔
をもってＨ形鋼梁（７６）の長さ方向にボルト差込孔
（７７ａ）・（７７ｂ）・（７７ｃ）………が穿設され
ており、上側フランジ（７０）のボルト差込孔（７７）
に装着したボルト（７８）によって床梁（８１）や階段
フレーム（８２）、ＡＬＣ壁板（８３）、壁パネルなど
の建築資材を取り付ける建築金物（９１）・（９２）・
（９３）………がＨ形鋼梁（７６）の上側フランジ（７
０）の上面に接合されており、その上側フランジ（７
０）に突設された建築金物（９１）・（９２）・（９
３）………を介して床梁（８１）や階段フレーム（８
２）、ＡＬＣ壁板（８３）、壁パネルなどの建築部材が
レベルおよび出入りと左右の位置を揃えてＨ形鋼連続基
礎梁（３６）に取り付けられていることを特徴とする建
築部材取合構造。2. The H-section steel continuous foundation beam (36) is constructed by horizontally welding the flanges (70) and (71) of the H-section steel beam (76) to the column base (37) of the column (58). , With bolt intervals (77a), (77b), (77c) in the length direction of the H-shaped steel beam (76) on the upper flange (70) of the H-shaped steel beam (76) at intervals of 90 cm or less. Are drilled, and the bolt insertion hole (77) of the upper flange (70) is formed.
Building hardware (91), (92), which attaches building materials such as floor beams (81), stair frames (82), ALC wall boards (83), and wall panels with bolts (78) attached to
(93) ... is the upper flange (7) of the H-shaped steel beam (76).
0) and the upper flange (7
Building hardware (91) ・ (92) ・ (9)
3) ……… through floor beams (81) and stair frames (8
2), building members such as ALC wall plate (83), wall panel, etc. are attached to the H-section steel continuous foundation beam (36) at the same level and left / right position, and attached to the H-shaped steel continuous foundation beam (36). Construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP33947894A JP3682588B2 (en) | 1994-12-31 | 1994-12-31 | Building member connection structure of H-shaped steel continuous foundation beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP33947894A JP3682588B2 (en) | 1994-12-31 | 1994-12-31 | Building member connection structure of H-shaped steel continuous foundation beam |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH08189042A true JPH08189042A (en) | 1996-07-23 |
| JP3682588B2 JP3682588B2 (en) | 2005-08-10 |
Family
ID=18327854
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP33947894A Expired - Fee Related JP3682588B2 (en) | 1994-12-31 | 1994-12-31 | Building member connection structure of H-shaped steel continuous foundation beam |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3682588B2 (en) |
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|---|---|---|---|---|
| JP2003321845A (en) * | 2002-05-01 | 2003-11-14 | Panahome Corp | Reinforcement-steel frame core unit for foundation, and connection structure for the unit |
| CN104358332A (en) * | 2014-11-25 | 2015-02-18 | 智房科技股份有限公司 | Steel structure wall surface system |
| JP2016003532A (en) * | 2014-06-19 | 2016-01-12 | ジオスター株式会社 | Footing of wall-like structure |
| KR20160087300A (en) * | 2015-01-13 | 2016-07-21 | 경희대학교 산학협력단 | Bottom foundation base of small scale prefabricated storage and construction method of the same |
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| JP2017096011A (en) * | 2015-11-26 | 2017-06-01 | 株式会社内藤ハウス | Frame cover panel installing structure |
| JP2017179935A (en) * | 2016-03-31 | 2017-10-05 | 大和ハウス工業株式会社 | Member support structure of building |
| CN108301544A (en) * | 2018-03-26 | 2018-07-20 | 中建五局华东建设有限公司 | Sandwich combined system and its construction method |
| CN112127545A (en) * | 2020-09-28 | 2020-12-25 | 宁波建工建乐工程有限公司 | Assembled suspension frame type steel beam device |
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1994
- 1994-12-31 JP JP33947894A patent/JP3682588B2/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003321845A (en) * | 2002-05-01 | 2003-11-14 | Panahome Corp | Reinforcement-steel frame core unit for foundation, and connection structure for the unit |
| JP2016003532A (en) * | 2014-06-19 | 2016-01-12 | ジオスター株式会社 | Footing of wall-like structure |
| CN104358332A (en) * | 2014-11-25 | 2015-02-18 | 智房科技股份有限公司 | Steel structure wall surface system |
| KR20160087300A (en) * | 2015-01-13 | 2016-07-21 | 경희대학교 산학협력단 | Bottom foundation base of small scale prefabricated storage and construction method of the same |
| JP2017096011A (en) * | 2015-11-26 | 2017-06-01 | 株式会社内藤ハウス | Frame cover panel installing structure |
| JP2017179935A (en) * | 2016-03-31 | 2017-10-05 | 大和ハウス工業株式会社 | Member support structure of building |
| CN106639056A (en) * | 2016-12-13 | 2017-05-10 | 江苏中南建筑产业集团有限责任公司 | Steel structure building outer wall board anti-cracking device and construction method |
| CN108301544A (en) * | 2018-03-26 | 2018-07-20 | 中建五局华东建设有限公司 | Sandwich combined system and its construction method |
| CN112127545A (en) * | 2020-09-28 | 2020-12-25 | 宁波建工建乐工程有限公司 | Assembled suspension frame type steel beam device |
| CN117027251A (en) * | 2023-09-21 | 2023-11-10 | 北京市第三建筑工程有限公司 | Cross deformation joint position curtain wall connecting point structure and construction method thereof |
| CN117027251B (en) * | 2023-09-21 | 2024-04-09 | 北京市第三建筑工程有限公司 | Cross deformation joint position curtain wall connecting point structure and construction method thereof |
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| Publication number | Publication date |
|---|---|
| JP3682588B2 (en) | 2005-08-10 |
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