JPH10205035A - Floor structure of precast reinforced concrete - Google Patents

Floor structure of precast reinforced concrete

Info

Publication number
JPH10205035A
JPH10205035A JP1404997A JP1404997A JPH10205035A JP H10205035 A JPH10205035 A JP H10205035A JP 1404997 A JP1404997 A JP 1404997A JP 1404997 A JP1404997 A JP 1404997A JP H10205035 A JPH10205035 A JP H10205035A
Authority
JP
Japan
Prior art keywords
floor
floor plate
reinforced concrete
space
lower beam
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
Application number
JP1404997A
Other languages
Japanese (ja)
Inventor
Toshikatsu Onishi
利勝 大西
Takashi Ishimatsu
隆 石松
Takanori Kawamoto
孝紀 河本
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.)
Ube Corp
Original Assignee
Ube Industries 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 Ube Industries Ltd filed Critical Ube Industries Ltd
Priority to JP1404997A priority Critical patent/JPH10205035A/en
Publication of JPH10205035A publication Critical patent/JPH10205035A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To easily cope with indoor remodeling, by dividing a PC beam into the upper and lower parts and integrally holding a PC floor plate between them and supporting the floor plate by the upper and lower beams and widening the floor span and the three-dimensional space. SOLUTION: A floor plate 1 and upper and lower beams 3, 2 made of precast reinforced concrete (PC) are fabricated in advance in a factory and assembled together with PC columns and PC walls at the construction site. The floor plate 1 is laid on the assembled lower beam 2 and integrally connected to the lower beam 2 together with the upper beam 3 by vertical bolts and nuts 5. And high strength mortar 7 is charged in the through holes (bolt hole) 4. The floor plate 1 is supported by the lower beam 2 and suspended from the upper beam. Floor finish boards 11 are laid on the upper beam 3 and the space 12 under the floor is used for a containing space or piping facilities to secure a large habitable room space and easily change partitioning or the like. In this way, a house which can cope with the change to a future life style, can be obtained.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、大きな空間を必要
とする住宅に好適に用いられるプレキャスト鉄筋コンク
リート造の床構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a precast reinforced concrete floor structure suitably used for a house requiring a large space.

【0002】[0002]

【従来の技術】近年施工方法の合理化、省力化、騒音防
止、コンクリートの信頼性向上等に伴って品質、耐震・
耐久性の優れたプレキャスト鉄筋コンクリート造(以
下、PC造と略称する)の住宅が増加している。従来提
案されているPC造の住宅の床構造としては、PC造の
床板を下方からPC造の梁で支持するものであった(特
公昭51−4577号公報、特開昭58−91246号
公報)。このような下方からのみ支えるPC造梁の形式
では床板の下方に設置されるPC造梁だけで床荷重を受
ける構造となっている。
2. Description of the Related Art In recent years, along with rationalization of construction methods, labor saving, noise prevention, improvement of concrete reliability, etc.,
The durable precast reinforced concrete (hereinafter abbreviated as PC) homes are increasing. As a floor structure of a PC house conventionally proposed, a PC floor board is supported from below by a PC beam (Japanese Patent Publication No. 51-4577, Japanese Patent Application Laid-Open No. 58-91246). ). Such a type of PC beam supported only from below has a structure in which a floor load is received only by the PC beam installed below the floorboard.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、従来の
下方からPC造床板を支えるPC造梁形式では、図1に
示すように、下方に設置されたPC造梁のみで床荷重を
負担しなけれならないことから、長いスパンにわたって
PC造床板を支持することができず、結果的に空間が小
割りになってしまい、ライフスタイルの変化による間仕
切壁の移動や大きな有効通路幅を確保しなければならな
い高齢者対応住宅等において大きな部屋や通路を確保し
ようと思ってもそれができないという問題がある。なお
図1において、1はPC造床板で10はPC造梁であ
る。本発明は、床板のスパンを拡大し、平面的に大きな
空間を確保することができ、ライフスタイルの変化によ
る間仕切壁の移動や大きな有効通路幅を確保することが
できるPC造の床構造を提供することを課題とする。ま
た本発明はPC造下梁のせいを小さくし立体的に空間の
広がりを確保できるPC造の床構造を提供することを課
題とする。
However, in the conventional PC beam type that supports the PC floor panel from below, as shown in FIG. 1, the floor load must be borne only by the PC beam installed below. Therefore, the PC floorboard cannot be supported over a long span, and as a result, the space becomes small, and the elderly who must move the partition walls and secure a large effective passage width due to changes in lifestyle. There is a problem that it is not possible to secure a large room or passage in a housing for the elderly. In FIG. 1, 1 is a PC floorboard and 10 is a PC beam. The present invention provides a PC floor structure capable of enlarging the span of a floor plate, securing a large space in a plane, moving a partition wall due to a change in lifestyle, and securing a large effective passage width. The task is to It is another object of the present invention to provide a floor structure of a PC structure which can reduce the height of the lower beam of the PC structure and ensure a three-dimensional expansion of the space.

【0004】[0004]

【課題を解決するための手段】本発明は、プレキャスト
鉄筋コンクリート造床板と該床板を下方から支持するプ
レキャスト鉄筋コンクリート造下梁と該床板を上方から
吊り下げ支持するプレキャスト鉄筋コンクリート造上梁
とで構成され、該下梁と該上梁とが該床板を挟んで連結
一体化されてなるプレキャスト鉄筋コンクリート造の床
構造に関する。また本発明は、プレキャスト鉄筋コンク
リート造床板と該床板を下方から支持するプレキャスト
鉄筋コンクリート造下梁と該床板を上方から吊り下げ支
持するプレキャスト鉄筋コンクリート造上梁とで構成さ
れ、該下梁と該上梁とが該床板を挟んで高強度モルタル
充填式縦縫いボルトで連結一体化されてなるプレキャス
ト鉄筋コンクリート造の床構造に関する。
The present invention comprises a precast reinforced concrete floor plate, a precast reinforced concrete lower beam for supporting the floor plate from below, and a precast reinforced concrete upper beam for suspending and supporting the floor plate from above, The present invention relates to a precast reinforced concrete floor structure in which the lower beam and the upper beam are connected and integrated with each other across the floor plate. Further, the present invention comprises a precast reinforced concrete floor plate, a precast reinforced concrete lower beam for supporting the floor plate from below, and a precast reinforced concrete upper beam for suspending and supporting the floor plate from above, and the lower beam and the upper beam, The present invention relates to a precast reinforced concrete floor structure which is connected and integrated with a high-strength mortar-filled vertical stitch bolt across the floor plate.

【0005】[0005]

【発明の実施の形態】図2は本発明のPC造の床構造を
示す断面図である。予め工場で製造されたPC造床板1
と、下方より支持するPC造下梁2と、上方より吊り下
げ支持するPC造上梁3とを壁式PC造住宅の建築現場
で内部通りに使用して組み立てることにより実施する。
図2において、4は貫通孔、5は縦縫いボルト、7は高
強度モルタル、11は床仕上板、12は床下空間であ
る。
FIG. 2 is a sectional view showing a PC floor structure according to the present invention. PC floorboard 1 manufactured in advance at the factory
And a PC lower beam 2 supported from below and a PC upper beam 3 suspended and supported from above are used and assembled at a building site of a wall-type PC house.
In FIG. 2, 4 is a through hole, 5 is a vertical stitch bolt, 7 is a high strength mortar, 11 is a floor finishing plate, and 12 is a space under the floor.

【0006】PC造床板1とPC造下梁2とPC造上梁
3とは、縦縫いボルト5とナットで締めつけられた後
に、貫通孔4に高強度モルタル7を充填することにより
連結一体化する。縦縫いボルト5は、例えば直径が13
〜16mmで、形状が丸鋼材又は異形鋼材で材質がSR
235又はSD295のものが好適であり、建築現場で
貫通孔4に差し込んだ後にナット締めできる形式(両端
に切削又は転造ネジ加工が施されている)となってい
る。縦縫いボルト5は、PC造下梁2に予め工場で埋め
込んであってもよく、図示したようにPC造下梁2に貫
通孔4と切り欠き13を設けておいて後から縦縫いボル
ト5を差し込むようにして置いてもよい。また充填材の
高強度モルタル7は、セメント、水、砂及び混和材を適
宜選択して所定の配合割合で混ぜたもので、貫通孔4内
にも容易に流入するような高流動性を有するものが好適
に使用され、その設計基準強度が600kg/cm2
上であるのが好ましい。
The PC floor plate 1, the PC lower beam 2 and the PC upper beam 3 are connected and integrated by filling the through hole 4 with a high-strength mortar 7 after being tightened with the vertical stitch bolts 5 and nuts. I do. The vertical stitch bolt 5 has a diameter of, for example, 13
Up to 16mm, round steel or deformed steel with SR material
235 or SD295 is preferable, and has a form in which nuts can be tightened after being inserted into the through holes 4 at a building site (cut or rolled screw processing is applied to both ends). The vertical stitch bolt 5 may be embedded in the PC lower beam 2 at a factory in advance, and the through hole 4 and the notch 13 are provided in the PC lower beam 2 as shown in the figure, and the vertical stitch bolt 5 is provided later. May be inserted. The high-strength mortar 7 as a filler is obtained by appropriately selecting cement, water, sand and an admixture and mixing them at a predetermined mixing ratio, and has a high fluidity such that the mortar 7 easily flows into the through holes 4. It is preferably used, and its design reference strength is preferably 600 kg / cm 2 or more.

【0007】本発明においては、PC造床板1上にPC
造上梁3を設置した後に床仕上板11を設置して床下空
間12を確保する。PC造下梁2及びPC造上梁3の寸
法及び形状等は設計要求などに応じて適宜設計変更して
差し支えないが、形状は矩形断面を有しているのが好ま
しい。これら梁の幅は25cm以下、せい50cm以
下、長さ762cm以下がよい。図においてPC造下梁
2及びPC造上梁3の各PC部材にはPC造床板1等と
の接合位置に連結一体化するための貫通孔4が設けられ
ている。また必要に応じて配管スリーブ等を形成する部
分には梁内開口などを形成してもよい。
In the present invention, the PC
After the installation beams 3 are installed, the floor finishing plate 11 is installed to secure the underfloor space 12. The dimensions and shapes of the PC lower beam 2 and the PC upper beam 3 may be appropriately changed in design according to design requirements and the like, but the shapes preferably have a rectangular cross section. The width of these beams is preferably 25 cm or less, 50 cm or less, and 762 cm or less in length. In the figure, each PC member of the PC lower beam 2 and the PC upper beam 3 is provided with a through hole 4 for connection and integration at a joint position with the PC floor plate 1 or the like. If necessary, an opening in the beam or the like may be formed in a portion where the piping sleeve or the like is formed.

【0008】PC造床板1とそれを挟むPC造下梁2と
PC造上梁3との組み合わせにより平面的かつ立体的に
大きな空間、例えば壁式PC造住宅においても80m2
の空間を容易に構成でき、この大きな空間を自由な位置
で軽微な内部仕切壁により仕切ることにより、将来的な
ライフスタイルの変化による間仕切壁の取り外し、位置
変更等や高齢者対応の広い通路幅を確保することが容易
である。ここで平面的に大きな空間とは、PC造の壁又
は柱で仕切られることにより構成される1つの空間が平
面的に大きいということを意味し、具体的にはPC造床
板1とそれを挟んで設置されるPC造下梁2とPC造上
梁3によって壁間又は柱間の間隔を大きくすることがで
きるので、従来よりも平面的に大きな空間を形成させる
ことができる。また立体的に大きな空間とは、換言する
と居室の天井高さを意味し、具体的にはPC造床板1の
上部にPC造上梁3を設置することによってPC造床板
1を下方から支持するPC造下梁2のせい(空間への突
出長さ)を小さくすることができる。
[0008] A combination of a PC floor plate 1 and a PC lower beam 2 and a PC upper beam 3 sandwiching the PC floor plate makes it possible to provide a large space two-dimensionally and three-dimensionally, for example, 80 m 2 even in a wall-type PC house.
The large space can be easily configured, and this large space can be freely divided by a small internal partition wall. Is easy to secure. Here, a space that is large in a plane means that one space formed by partitioning with PC walls or columns is large in a plane, and specifically, the PC floor plate 1 is sandwiched between the spaces. The space between the walls or columns can be increased by the PC lower beam 2 and the PC upper beam 3 installed in the above, so that a larger space can be formed in a plane than before. In addition, the three-dimensionally large space means, in other words, the height of the ceiling of the living room. Specifically, by installing the PC beam 3 above the PC floor plate 1, the PC floor plate 1 is supported from below. It is possible to reduce the length (projection length to the space) of the PC lower beam 2.

【0009】本発明においては、縦縫いボルト5と流動
性の高い高強度モルタル7を使用することにより短時間
で容易にPC造床板1とPC造下梁2とPC造上梁3を
一体にすることができる。また施工温度、養生温度、作
業員の技量等の施工条件に左右されずに高品質で一体性
の高いPC造床構造を構成することができる。また、P
C造床板1とPC造上梁3上に配される床仕上板11に
より構成される床下空間12を収納や設備配管の用途に
供することができる。
In the present invention, by using the vertical stitch bolt 5 and the high-strength mortar 7 having high fluidity, the PC floor plate 1, the PC lower beam 2, and the PC upper beam 3 can be easily integrated in a short time. can do. In addition, a high-quality and highly integrated PC floor structure can be formed without being affected by construction conditions such as a construction temperature, a curing temperature, and skills of a worker. Also, P
The underfloor space 12 constituted by the C floor plate 1 and the floor finish plate 11 arranged on the PC upper beam 3 can be used for storage and equipment piping.

【0010】[0010]

【実施例】次に本発明の一実施例を図に基づいて詳細に
説明する。図3は、本発明に係るPC造住宅の概要見取
り図である。PC造床板1は下方より支持するPC造下
梁2と上方より吊り下げ支持するPC造上梁3により支
持されている。なお、PC造下梁2とPC造上梁3は、
予め工場で生産され、形状としては図示したように矩形
断面を有する直線材が好適に使用されるが、矩形コーナ
ー部には丸みを持たせてもよい。PC造下梁2はPC造
床板1を挟んで平面的に同位置の内部通りに配置される
ものである。
Next, an embodiment of the present invention will be described in detail with reference to the drawings. FIG. 3 is a schematic view of a PC house according to the present invention. The PC floor panel 1 is supported by a PC lower beam 2 supported from below and a PC upper beam 3 suspended and supported from above. In addition, PC lower beam 2 and PC upper beam 3
Although a straight member having a rectangular cross section, which is produced in advance in a factory and has a rectangular cross section as shown in the figure, is preferably used, the rectangular corner may be rounded. The PC lower beams 2 are arranged in the same position inside the PC floor plate 1 in plan view.

【0011】図4は、本発明に係るPC造床板1とPC
造下梁2とPC造上梁3との接合部の断面図である。図
4においてはPC造下梁2は幅21cm、せい47c
m、長さ651cmの長方形断面を有するものが使用さ
れており、PC造上梁3には幅21cm、せい23c
m、長さ651cmの長方形断面を有するものが使用さ
れている。組み立ては、PC造下梁2、PC造床板1、
PC造上梁3の順でPC部材をセットした後、予め工場
でそれぞれの接合位置に設けた貫通孔4又は溝に縦縫い
ボルト5をPC造床板1、PC造下梁2及びPC造上梁
3に上方より差し込みナット6で締め付ける。その後
に、縦縫いボルト5と貫通孔4との間隙に高強度モルタ
ル7を流し込んで充填し、3つのPC部材を連結一体化
する。高強度モルタル7としては、例えば高性能分散剤
を混和剤として使用した設計基準強度が600kg/c
2 以上である商品名UグラウトH(宇部興産株式会社
製)が好適である。
FIG. 4 shows a PC floor panel 1 and a PC according to the present invention.
It is sectional drawing of the joining part of the lower beam 2 and the PC upper beam 3. In FIG. 4, the PC lower beam 2 is 21 cm wide and 47 c
m, having a rectangular cross section of 651 cm in length is used. The PC upper beam 3 is 21 cm in width and 23 c in width.
m, a rectangular section having a length of 651 cm is used. Assembling is PC lower beam 2, PC floor panel 1,
After the PC members are set in the order of the PC upper beam 3, the vertical sewing bolts 5 are inserted into the through holes 4 or grooves previously provided at the respective joint positions at the factory, and the PC floor plate 1, the PC lower beam 2, and the PC Insert it into the beam 3 from above and tighten it with the nut 6. Thereafter, the high-strength mortar 7 is poured into the gap between the vertical stitch bolt 5 and the through hole 4 and filled, and the three PC members are connected and integrated. As the high-strength mortar 7, for example, the design standard strength using a high-performance dispersant as an admixture is 600 kg / c.
U grout H (manufactured by Ube Industries, Ltd.) having a trade name of m 2 or more is preferable.

【0012】次に本発明のPC造床構造の構築方法をP
C部材の現場組立を示す図5により説明する。本発明の
PC造床構造を構成するPC造床板1、PC造下梁2、
PC造上梁3は、工場においてコンクリート及び鉄筋に
よって予め一定の寸法、形状に作製され、トラックによ
って建築現場に搬入される。図5において貫通孔4は省
略して図示していない。次に現場において本発明のPC
造床構造に組立るには、基礎上に建物の外郭となるPC
造壁板8及びPC造受柱9をクレーンで立て基礎に埋め
込まれたアンカーボルトにより接合した後、PC造下梁
2をクレーンでPC造受柱9の上にセットする。次にP
C造下梁2上へPC造床板1を設置した後、PC造上梁
3をPC造床板1上へ設置する。以上の作業が終了した
後に図2及び図4に示したように、PC造下梁2とPC
造床板1及びPC造上梁3に設けられた縦縫いの貫通孔
4に縦縫いボルト5を挿入し、ナット6で締めつけた
後、ボルト5と貫通孔4との間隙に高強度モルタル7を
流し込み一体化を図る。またPC造下梁2とPC造壁板
8とは、それぞれの接合位置に設けられた貫通孔にボル
トを差し込んで又は埋め込まれたボルト(図示せず)
で、例えば2本のボルト(13mmΦSR235)でお
互いを接合し、またPC造受柱9とPC造壁板8とは、
それぞれの接合位置に設けられた複数の貫通孔にボルト
を差し込んで又は埋め込まれたボルト(図示せず)で、
例えば3本のボルト(13mmΦSR235)でお互い
を接合する。以上の手順を経てPC床構造が構築され
る。なお、本PC床構造の住宅を複数階の住宅に設置す
る場合は、以上の作業を繰り返し実施することになる。
Next, a method of constructing a PC floor structure according to the present invention is described in P
This will be described with reference to FIG. PC floorboard 1, PC lower beam 2, which constitute the PC floor structure of the present invention,
The PC upper beam 3 is prepared in a factory at a predetermined size and shape by concrete and reinforcing steel before being carried into a building site by a truck. In FIG. 5, the through hole 4 is omitted and not shown. Next, the PC of the present invention is used on site.
To assemble into a floor-building structure, a PC that will be the building outline on the foundation
After the wall plate 8 and the PC receiving column 9 are joined by an anchor bolt embedded in the foundation by a crane, the PC lower beam 2 is set on the PC receiving column 9 by a crane. Then P
After the PC floor plate 1 is installed on the C lower beam 2, the PC upper beam 3 is installed on the PC floor plate 1. After the above operation is completed, as shown in FIG. 2 and FIG.
A vertical sewing bolt 5 is inserted into a vertical sewing through hole 4 provided in the floor plate 1 and the PC upper beam 3, and tightened with a nut 6. Then, a high strength mortar 7 is inserted into a gap between the bolt 5 and the through hole 4. Aim for integrated casting. In addition, the PC lower beam 2 and the PC wall plate 8 are bolts (not shown) in which bolts are inserted or embedded in through holes provided at respective joining positions.
Then, for example, two bolts (13 mmΦSR235) are used to join each other, and the PC-made receiving column 9 and the PC-made wall plate 8
Bolts are inserted or embedded in a plurality of through holes provided at each joint position (not shown),
For example, they are joined to each other with three bolts (13 mmΦSR235). Through the above procedure, a PC floor structure is constructed. When installing the house having the PC floor structure in a house on a plurality of floors, the above operation is repeatedly performed.

【0013】[0013]

【発明の効果】本発明はPC造床板を2つのPC造梁で
サンドイッチする形式のPC床構造にしたので、大きな
居室空間を確保することができる。それ故単に大きな居
室が可能となるだけでなく、容易に内部間仕切りを変更
できるので将来的なライフスタイルの変化に対応させ易
い等の効果が期待できる。またPC造床板、PC造下梁
及びPC造上梁の連結一体化に高強度モルタル充填式縦
縫いボルトを用いると2つのPC造梁に一体性を持たせ
ることができ、PC造床板を下方から支持するPC造梁
のせいを小さくすることができる。また立体的に広がり
のある天井の高い空間を実現することができる。さらに
は、PC造床板上にPC造上梁が設置されるので、PC
造床板と床仕上板との間にできる空間を床下収納庫や設
備配管等の用途に供することができという利点がある。
According to the present invention, a large floor space can be secured because the PC floor plate is of a type in which the PC floor plate is sandwiched between two PC beams. Therefore, not only can a large living room be made possible, but also it is possible to easily change the internal partition, so that it is possible to expect effects such as easy adaptation to future changes in lifestyle. In addition, if a high-strength mortar-filled vertical stitch bolt is used for connecting and integrating the PC floorboard, PC lower beam and PC upper beam, the two PC beams can be made integral, and the PC floorboard can be moved downward. This can reduce the size of the PC beam supported from above. In addition, it is possible to realize a three-dimensionally wide space with a high ceiling. Furthermore, since the PC beam is installed on the PC floorboard,
There is an advantage that the space created between the flooring board and the floor finishing board can be used for applications such as underfloor storage and facility piping.

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

【図1】従来のPC造の床構造を示す断面図。FIG. 1 is a cross-sectional view showing a conventional PC floor structure.

【図2】本発明のPC造の床構造を示す断面図。FIG. 2 is a cross-sectional view showing a PC floor structure of the present invention.

【図3】本発明に係るPC造住宅の概要見取り図。FIG. 3 is a schematic view of a PC house according to the present invention.

【図4】本発明に係るPC造床板1とPC造下梁2とP
C造上梁3との接合部の断面図である。
FIG. 4 is a perspective view of a PC floor panel 1, a PC lower beam 2, and a P according to the present invention.
It is sectional drawing of the joining part with C upper beam 3. FIG.

【図5】本発明のPC造床構造のPC部材現場組立図。FIG. 5 is an on-site assembly diagram of a PC member having a PC floor structure according to the present invention.

【符号の説明】[Explanation of symbols]

1 PC造床板 2 PC造下梁 3 PC造上梁 4 貫通孔 5 縦縫いボルト 6 ナット 7 高強度モルタル 8 PC造壁板 9 PC造受柱 10 PC造梁 11 床仕上板 12 床下空間 13 切り欠き Reference Signs List 1 PC floor plate 2 PC lower beam 3 PC upper beam 4 Through hole 5 Vertical stitch bolt 6 Nut 7 High-strength mortar 8 PC wall plate 9 PC receiving column 10 PC beam 11 Floor finishing plate 12 Under floor 13 Cut Chip

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】プレキャスト鉄筋コンクリート造床板と該
床板を下方から支持するプレキャスト鉄筋コンクリート
造下梁と該床板を上方から吊り下げ支持するプレキャス
ト鉄筋コンクリート造上梁とで構成され、該下梁と該上
梁とが該床板を挟んで連結一体化されてなるプレキャス
ト鉄筋コンクリート造の床構造。
1. A precast reinforced concrete floorboard, a precast reinforced concrete lower beam for supporting the floorboard from below, and a precast reinforced concrete upper beam for suspending and supporting the floorboard from above, wherein the lower beam, the upper beam and Is a precast reinforced concrete floor structure that is connected and integrated with the floor plate interposed therebetween.
【請求項2】下梁と上梁とが床板を挟んで高強度モルタ
ル充填式縦縫いボルトで連結一体化されてなる請求項1
に記載のプレキャスト鉄筋コンクリート造の床構造。
2. The lower beam and the upper beam are connected and integrated with a high-strength mortar-filled vertical stitch bolt across a floor plate.
The precast reinforced concrete floor structure according to 1.
JP1404997A 1997-01-28 1997-01-28 Floor structure of precast reinforced concrete Pending JPH10205035A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1404997A JPH10205035A (en) 1997-01-28 1997-01-28 Floor structure of precast reinforced concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1404997A JPH10205035A (en) 1997-01-28 1997-01-28 Floor structure of precast reinforced concrete

Publications (1)

Publication Number Publication Date
JPH10205035A true JPH10205035A (en) 1998-08-04

Family

ID=11850249

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1404997A Pending JPH10205035A (en) 1997-01-28 1997-01-28 Floor structure of precast reinforced concrete

Country Status (1)

Country Link
JP (1) JPH10205035A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100784191B1 (en) 2006-10-17 2007-12-11 한국건설기술연구원 Composite floor structure using steel beam with web openings and the construction method
KR100815230B1 (en) 2006-10-17 2008-03-19 한국건설기술연구원 Composite floor structure using two precast composite steel beams with web openings and the construction method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100784191B1 (en) 2006-10-17 2007-12-11 한국건설기술연구원 Composite floor structure using steel beam with web openings and the construction method
KR100815230B1 (en) 2006-10-17 2008-03-19 한국건설기술연구원 Composite floor structure using two precast composite steel beams with web openings and the construction method

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