JPH10140738A - Bar arrangement structure of corner panel made of light-weight aerated concrete - Google Patents

Bar arrangement structure of corner panel made of light-weight aerated concrete

Info

Publication number
JPH10140738A
JPH10140738A JP31697696A JP31697696A JPH10140738A JP H10140738 A JPH10140738 A JP H10140738A JP 31697696 A JP31697696 A JP 31697696A JP 31697696 A JP31697696 A JP 31697696A JP H10140738 A JPH10140738 A JP H10140738A
Authority
JP
Japan
Prior art keywords
panel
short
reinforcing bars
corner
parallel
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
Application number
JP31697696A
Other languages
Japanese (ja)
Other versions
JP3853446B2 (en
Inventor
Kanji Ando
寛治 安藤
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.)
Misawa Ceramics Corp
Original Assignee
Misawa Ceramics Corp
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 Misawa Ceramics Corp filed Critical Misawa Ceramics Corp
Priority to JP31697696A priority Critical patent/JP3853446B2/en
Publication of JPH10140738A publication Critical patent/JPH10140738A/en
Application granted granted Critical
Publication of JP3853446B2 publication Critical patent/JP3853446B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Panels For Use In Building Construction (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

PROBLEM TO BE SOLVED: To acquire excellent workability by a method wherein short-sized reinforcing bars are arranged in parallel in the short direction of the two surfaces of a bent and molded panel, through-arranged reinforcing bars are connected while being stretched over the short-sized reinforcing bars at the crossed sections of the short-sized reinforcing bars and welding nut support members and mounting nuts to the short-sized reinforcing bars. SOLUTION: Short-sized reinforcing bars 11 are disposed along the longitudinal direction C2 in parallel with the short direction C1 of the corner panel integrally bent and molded while being aligned with the corner angle of a building extending over at least one floor height. Through-arranged reinforcing bars 12 are stretched among the short-sized reinforcing bars 11 in parallel with the longitudinal direction C2 of the corner panel at the crossed sections 15 of the short-sized reinforcing bars 11, and fixed integrally by welding, etc., and each short-sized reinforcing bar 11 is connected in parallel. One sides 13a of nut support members 13 consisting of an approximately L-shaped sectional angle form are welded to the short-sized reinforming bars 11a, and mounting nuts 14 are welded to the other sides 13b. Accordingly, the panel can be lightened without damaging the mounting strength and rigidity of the panel.

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】この発明は軽量気泡コンクリ
ート製パネルの配筋材の構造に関し、特にはコーナーパ
ネルに好適な配筋構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforcing member structure of a lightweight cellular concrete panel, and more particularly to a reinforcing member structure suitable for a corner panel.

【0002】[0002]

【従来の技術】いわゆるプレキャストコンクリートパネ
ルを外壁に使用して、所要の建物を構築することが多く
行なわれている。この場合、建物のコーナー部分の構成
として、あらかじめ当該コーナー形状に合わせて略直角
等に成形したコーナーパネルを使用することがある。か
かるコーナーパネルは、隣接する平板な壁パネルとその
木口部を突き合わせて連結して用いられる。
2. Description of the Related Art A required building is often constructed by using so-called precast concrete panels for outer walls. In this case, as a configuration of a corner portion of a building, a corner panel formed in advance at a substantially right angle or the like in accordance with the corner shape may be used. Such a corner panel is used by connecting an adjacent flat wall panel and its opening to each other.

【0003】このようなプレキャストコンクリートパネ
ルには、パネルに負荷される曲げ力等に抗するために配
筋材が埋設される。この配筋材の配筋構造は、いずれの
曲げ方向にも対応できるよう、一般的にはいわゆるメッ
シュ筋が利用され、さらにパネル寸法等によっては補強
の意味から、メッシュ筋よりも形状を大きくしたアング
ル材等の補強筋が、パネルの長手方向通しで前記メッシ
ュ筋に溶接して配設されることがある。なお、コーナー
パネルを建物躯体に取り付けるため、通常は上記メッシ
ュ筋や補強筋等からなる配筋材に、そのパネル端部に臨
む位置にナット等が取り付けられる。
[0003] Reinforcing materials are embedded in such precast concrete panels in order to resist bending force or the like applied to the panels. Generally, a so-called mesh bar is used for the reinforcing bar structure of the reinforcing member so as to be able to cope with any bending direction, and the shape of the bar is larger than that of the mesh bar for the purpose of reinforcement depending on panel dimensions and the like. Reinforcing bars such as angle members may be provided by welding to the mesh bars through the longitudinal direction of the panel. In order to attach the corner panel to the building frame, usually, a nut or the like is attached to a reinforcing member made of the above-mentioned mesh bar or reinforcing bar at a position facing the end of the panel.

【0004】このコーナーパネルを、取扱いの利便性等
の理由から、軽量気泡コンクリートを用いて形成するこ
とが行なわれている。前記軽量気泡コンクリートパネル
はポーラスな構造からなるため、普通コンクリートパネ
ルよりは脆弱で剛性が低いといえるが、パネル自体が軽
量で、自重による負荷が軽減されるので、建材として用
途によっては十分な性能があり、軽量性を生かした利用
が図られている。例えば、住宅のように一つの階高にわ
たる高さ2.5m程度のコーナーパネル等では、必ずし
も補強筋を使用する必要がない。それにもかかわらず、
従来においては、軽量気泡コンクリートの脆弱さ等を理
由に安全率を余分にみたりしてコーナーパネルの配筋材
を設計しており、軽量気泡コンクリートの特徴である軽
量性が十分に生かされていなかった。
[0004] The corner panel is formed from lightweight cellular concrete for reasons such as convenience of handling. Since the lightweight cellular concrete panel has a porous structure, it can be said that it is fragile and has lower rigidity than ordinary concrete panels.However, since the panel itself is lightweight and the load due to its own weight is reduced, it has sufficient performance as a building material depending on the application. There is a plan to use it taking advantage of its lightness. For example, in the case of a corner panel having a height of about 2.5 m over one floor like a house, it is not always necessary to use reinforcing bars. Nevertheless,
In the past, the reinforcement of the corner panels was designed by considering the extra safety factor because of the weakness of lightweight cellular concrete, etc., and the lightness characteristic of lightweight cellular concrete is fully utilized. Did not.

【0005】[0005]

【発明が解決しようとする課題】本発明はこのような現
状に鑑みて提案されたもので、パネルの取り付け強度や
剛性を損なうことなくパネルを軽量にでき、しかも作業
性や実用性に優れる、経済的な軽量気泡コンクリート製
コーナーパネルの配筋材の構造を提供しようとするもの
である。
DISCLOSURE OF THE INVENTION The present invention has been proposed in view of the above situation, and can reduce the weight of a panel without deteriorating the mounting strength and rigidity of the panel, and is excellent in workability and practicality. It is intended to provide an economical lightweight cellular concrete corner panel reinforcement arrangement.

【0006】[0006]

【課題を解決するための手段】すなわち、この発明は、
少なくとも一つの階高にわたり建物のコーナー角度に整
合させて一体に折曲成形した軽量気泡コンクリート製コ
ーナーパネルの配筋構造において、前記折曲成形したパ
ネルの二面それぞれの短手方向と平行に適宜間隔で配置
してパネルのコーナー側に位置する端部側で交差させた
短尺鉄筋と、少なくとも前記交差部でパネルの長手方向
と平行に短尺鉄筋間に架け渡して該短尺鉄筋を平行に連
結している通し鉄筋と、前記パネルの長手方向両端部近
傍に位置する短尺鉄筋あるいは通し鉄筋の少なくとも一
方の鉄筋に溶接して、前記パネル長手方向と平行に配設
したアングル形状のナット支持部材と、前記ナット支持
部材に溶接して一端をパネル表面で開口させた取り付け
ナットとよりなることを特徴とする。
That is, the present invention provides:
In a reinforcement structure of a lightweight cellular concrete corner panel integrally bent and formed in alignment with the corner angle of the building over at least one floor height, the bent panel is appropriately parallel to the transverse direction of each of the two surfaces of the panel. Short reinforcing bars arranged at intervals and crossed at the end side located at the corner side of the panel, and at least at the crossing portion, span the short reinforcing bars parallel to the longitudinal direction of the panel and connect the short reinforcing bars in parallel. A through-bar that has been welded to at least one bar of a short bar or a through bar located near both ends in the longitudinal direction of the panel, and an angle-shaped nut support member disposed parallel to the panel longitudinal direction, It is characterized by comprising a mounting nut welded to the nut support member and having one end opened on the panel surface.

【0007】[0007]

【発明の実施の形態】以下添付の図面に従ってこの発明
を詳細に説明する。図1はこの発明の配筋構造の一例に
ついてその中間部を省略した斜視図、図2は前記配筋材
を埋設した軽量気泡コンクリート製コーナーパネルの施
工例を示す要部の斜視図、図3はコーナーパネルの平面
断面図である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below in detail with reference to the accompanying drawings. FIG. 1 is a perspective view of an example of a reinforcing bar structure of the present invention, in which an intermediate portion thereof is omitted. FIG. 2 is a perspective view of a main portion showing an example of a lightweight cellular concrete corner panel in which the reinforcing member is embedded. 3 is a plan sectional view of a corner panel.

【0008】本発明の配筋構造は、短尺鉄筋と通し鉄筋
とナット支持部材と取り付けナットとからなり、図2の
鎖線で示すように、少なくとも一つの階高にわたり建物
のコーナー角度に整合させて一体に折曲成形した軽量気
泡コンクリート製コーナーパネルCに埋設されて用いら
れ、そのコーナーパネルCの補強及び、隣接する壁パネ
ルWや図示しない建物躯体等とコーナーパネルCとの連
結固定に用いられる。図1にその配筋材の一例を示す。
図中の符号10は配筋材、11は短尺鉄筋、12は通し
鉄筋、13はナット支持部材、14は取り付けナットで
ある。なお、図2ではナット支持部材および取り付けナ
ットの図示は省略している。
The reinforcing arrangement according to the present invention comprises a short reinforcing bar, a penetrating reinforcing bar, a nut support member and a mounting nut, and is aligned with the corner angle of the building over at least one floor height as shown by a chain line in FIG. It is used by being embedded in a corner panel C made of lightweight cellular concrete which is integrally bent and formed, and is used to reinforce the corner panel C and to connect and fix the corner panel C with an adjacent wall panel W or a building frame (not shown). . FIG. 1 shows an example of the reinforcing member.
In the drawing, reference numeral 10 denotes a reinforcing member, 11 denotes a short reinforcing bar, 12 denotes a through reinforcing bar, 13 denotes a nut support member, and 14 denotes a mounting nut. In FIG. 2, illustration of the nut support member and the mounting nut is omitted.

【0009】図1および図2に示すように、短尺鉄筋1
1は、コーナーパネルCのそれぞれの短手方向C1,C
1に対して平行にかつコーナーパネルCの長手方向C2
に沿って適当な間隔で配置されている。短尺鉄筋11の
長さは、コーナーパネルCの二面(図3に示すCa,C
b)にそれぞれ配置された短尺鉄筋11,11が、コー
ナーパネルのコーナー部C3側における端部で図2のよ
うに交差する程度の長さとされる。また、短尺鉄筋11
の本数およびその配置間隔に特に限定はなく、パネルの
大きさに応じて適宜に設定される。
As shown in FIG. 1 and FIG.
1 is the lateral direction C1, C of each of the corner panels C
1 and in the longitudinal direction C2 of the corner panel C
At appropriate intervals. The length of the short reinforcing bar 11 is determined on two sides of the corner panel C (Ca, C shown in FIG. 3).
The short reinforcing bars 11, 11 respectively arranged in b) have such a length as to intersect as shown in FIG. 2 at the end on the corner C3 side of the corner panel. In addition, short reinforcing bar 11
There is no particular limitation on the number and arrangement intervals thereof, and they are appropriately set according to the size of the panel.

【0010】通し鉄筋12は、主として前記交差した短
尺鉄筋11,11の平行な配置間隔を保持するためのも
ので、少なくとも前記短尺鉄筋11,11の交差部15
においてコーナーパネルCの長手方向C2と平行に短尺
鉄筋11間に架け渡され、溶接等により一体に固着さ
れ、もって各短尺鉄筋11を平行に連結する。この通し
鉄筋12は、コーナーパネルCの短手方向C1の長さや
長手方向C2寸法等によって、前記交差部15だけでな
く、短尺鉄筋11の適当な位置に適宜本数設けることが
できる。本実施例において、この通し鉄筋12は、前記
交差部15を両側から挟むように2本配置されている。
[0010] The through-bar 12 is mainly for maintaining a parallel arrangement interval of the crossed short bars 11, 11, and at least an intersection 15 of the short bars 11, 11.
In this case, the short reinforcing bars 11 are bridged between the short reinforcing bars 11 in parallel with the longitudinal direction C2 of the corner panel C and are integrally fixed by welding or the like, thereby connecting the short reinforcing bars 11 in parallel. Depending on the length of the short direction C1 of the corner panel C and the dimension of the long direction C2, the number of the through reinforcing bars 12 can be appropriately provided not only at the intersection 15 but also at an appropriate position of the short reinforcing bar 11. In this embodiment, two through-bars 12 are arranged so as to sandwich the intersection 15 from both sides.

【0011】ナット支持部材13は、二つの辺13a,
13bで断面略L字形を構成するアングル形状からな
り、一方の辺13aが、前記コーナーパネルCの長手方
向C2の両端部近傍に位置する短尺鉄筋11aかまたは
通し鉄筋12,12の少なくとも一方の鉄筋に溶接さ
れ、他方の辺13bには取り付けナット14が溶接され
る。このナット支持部材13は、アングル形状からなる
ため剛性が高く、配筋材の端部を補強するとともに取り
付けナット14を正しい位置に保持する。本実施例のナ
ット支持部材13は、図のように複数の短尺鉄筋11a
に溶接されている。
The nut support member 13 has two sides 13a,
13b is formed in an angle shape forming a substantially L-shaped cross section, and one side 13a is at least one of the short reinforcing bar 11a or the through reinforcing bars 12, 12 located near both ends in the longitudinal direction C2 of the corner panel C. , And a mounting nut 14 is welded to the other side 13b. Since the nut support member 13 has an angle shape, it has high rigidity, reinforces the end of the reinforcing member, and holds the mounting nut 14 at a correct position. The nut support member 13 of the present embodiment includes a plurality of short reinforcing bars 11a as shown in FIG.
Welded to.

【0012】前記ナット支持部材13の長さは、前記長
手方向C2の両端部近傍の短尺鉄筋11aを複数本溶接
する程度の長さであればよい。このようにナット支持部
材13を、コーナーパネルCの長手方向C2の両端部近
傍に配設して、従来の配筋構造よりも短く設定すること
により、配筋材の埋設によるコーナーパネルCの重量増
加が少なくなり、パネル施工時の作業性が確保される。
特に、軽量気泡コンクリートの持つ軽量性を損なわずに
実効性のある強度を付与することができるので、極めて
都合がよい。さらに、ナット支持部材13が短いもので
よいため経済的であり、しかも図のようなアングル形状
をしているものであればよいため、適当な鋼製部材の端
材や廃材をナット支持部材13として使用することがで
き、資源の再利用を図ることができる。
The length of the nut support member 13 may be such that a plurality of short reinforcing bars 11a near both ends in the longitudinal direction C2 are welded. By arranging the nut support members 13 in the vicinity of both ends in the longitudinal direction C2 of the corner panel C and setting the nut support member 13 shorter than the conventional bar arrangement structure, the weight of the corner panel C due to the embedding of the reinforcement member is provided. The increase is reduced and workability during panel construction is ensured.
In particular, it is very convenient because effective strength can be imparted without impairing the lightness of the lightweight cellular concrete. Further, the nut support member 13 may be economical because it may be short, and may be any one having an angle shape as shown in the figure. And can reuse resources.

【0013】なお、前記ナット支持部材13の各辺13
a,13bの幅に特に定めはなく、一方の辺13aと前
記短尺鉄筋11とが、また他方の辺13bと取り付けナ
ット14とが確実に溶接固着可能であり、しかもナット
支持部材13全体が前記コーナーパネルC内に完全に埋
設される幅とされる。
Each side 13 of the nut support member 13
There is no particular limitation on the widths of a and 13b. One side 13a and the short reinforcing bar 11 can be securely welded to each other, and the other side 13b and the mounting nut 14 can be reliably welded and fixed. The width is completely embedded in the corner panel C.

【0014】取り付けナット14は、例えば図2に示す
ように、コーナーパネルCと壁パネルWとを連結する金
具18をボルト17で固定するためのもので、一端のボ
ルト螺着口14b(図1及び図3に示す)がコーナーパ
ネルCの表面で開口するようにして、前記ナット支持部
材13の他方の辺13bに一側面14aで溶接され固着
されている。
As shown in FIG. 2, for example, the mounting nut 14 is for fixing a metal fitting 18 for connecting the corner panel C and the wall panel W with a bolt 17, and has a bolt screw opening 14b at one end (FIG. 1). 3 is welded and fixed to the other side 13b of the nut support member 13 at one side surface 14a so as to open at the surface of the corner panel C.

【0015】本実施例において取り付けナット14は、
図1に示すように、パネルCの上下端の表面で開口する
ように前記ナット支持部材13に溶接されているが、コ
ーナーパネルCと壁パネルW又は建物躯体との連結を、
パネルCの内側表面で行う場合においては(図示せ
ず)、取り付けナット14をパネルCの内外表面と直交
する方向に沿わせ、かつボルト螺着口14bがパネルC
の内側表面で開口するようにしてナット支持部材13に
溶接する。
In this embodiment, the mounting nut 14 is
As shown in FIG. 1, the nut C is welded to the nut support member 13 so as to open at the upper and lower surfaces of the panel C.
When the mounting is performed on the inner surface of the panel C (not shown), the mounting nut 14 is oriented along a direction perpendicular to the inner and outer surfaces of the panel C, and the bolt screw hole 14b is connected to the panel C.
Is welded to the nut support member 13 so as to open on the inner surface of the nut.

【0016】前記構造の配筋材10は、コーナーパネル
Cの成形の際、その型枠内に予め配置しておき軽量気泡
コンクリートスラリーの打設によりパネル内に一体に埋
設される。
When the corner panel C is formed, the reinforcing member 10 having the above-mentioned structure is arranged in advance in the form of the corner panel C, and is integrally embedded in the panel by casting a lightweight cellular concrete slurry.

【0017】[0017]

【発明の効果】以上図示し説明したように、この発明の
軽量気泡コンクリート製コーナーパネルの配筋構造は、
短尺鉄筋と通し鉄筋と、パネルの長手方向両端部近傍に
設けたアングル状のナット支持部材と取り付けナットよ
りなり、主要な補強筋が鉄筋であるため、配筋材全体が
それほど重くならず、それによって軽量気泡コンクリー
ト製コーナーパネルを重くせず、軽量気泡コンクリート
の優れた特徴である軽量性を生かしながら、充分なパネ
ル強度を得ると共に、良好な作業性を得ることができ
る。
As shown and described above, the reinforcing arrangement of the lightweight cellular concrete corner panel of the present invention is as follows.
It consists of short reinforcing bars, through reinforcing bars, angle-shaped nut support members and mounting nuts provided near both ends of the panel in the longitudinal direction, and the main reinforcing bars are reinforcing bars. Thus, it is possible to obtain sufficient panel strength and to obtain good workability while making the lightweight cellular concrete corner panel heavy without taking advantage of the lightweight characteristic which is an excellent feature of lightweight cellular concrete.

【0018】さらに、本発明の配筋構造によれば、他の
鋼製部材を加工等する際に生じる廃材や端材をナット支
持部材として利用できるので、資源のリサイクルが可能
でコストダウンに大きく寄与することができる。
Further, according to the reinforcing arrangement of the present invention, waste materials and scraps generated when processing other steel members can be used as nut support members, so that resources can be recycled and cost can be greatly reduced. Can contribute.

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

【図1】この発明の配筋構造の一例について中間部を省
略した斜視図である。
FIG. 1 is a perspective view of an example of a bar arrangement structure of the present invention, in which an intermediate portion is omitted.

【図2】前記配筋材を埋設した軽量気泡コンクリート製
コーナーパネルの施工例を示す要部の斜視図である。
FIG. 2 is a perspective view of a main part showing a construction example of a lightweight cellular concrete corner panel in which the reinforcing member is embedded.

【図3】コーナーパネルの平面断面図である。FIG. 3 is a plan sectional view of a corner panel.

【符号の説明】[Explanation of symbols]

10 配筋材 11 短尺鉄筋 12 通し鉄筋 13 ナット支持部材 14 取り付けナット 15 交差部 C コーナーパネル W 壁パネル Reference Signs List 10 Reinforcement material 11 Short reinforcing bar 12 Through reinforcing bar 13 Nut support member 14 Mounting nut 15 Intersection C Corner panel W Wall panel

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 少なくとも一つの階高にわたり建物のコ
ーナー角度に整合させて一体に折曲成形した軽量気泡コ
ンクリート製コーナーパネルの配筋構造において、 前記折曲成形したパネルの二面それぞれの短手方向と平
行に適宜間隔で配置してパネルのコーナー側に位置する
端部側で交差させた短尺鉄筋と、 少なくとも前記交差部でパネルの長手方向と平行に短尺
鉄筋間に架け渡して該短尺鉄筋を平行に連結している通
し鉄筋と、 前記パネルの長手方向両端部近傍に位置する短尺鉄筋あ
るいは通し鉄筋の少なくとも一方の鉄筋に溶接して、前
記パネル長手方向と平行に配設したアングル形状のナッ
ト支持部材と、 前記ナット支持部材に溶接して一端をパネル表面で開口
させた取り付けナットとよりなることを特徴とする軽量
気泡コンクリート製コーナーパネルの配筋構造。
1. A reinforcement structure of a lightweight cellular concrete corner panel integrally bent and formed in alignment with a corner angle of a building over at least one story height, wherein a short side of each of two sides of the bent panel is provided. A short reinforcing bar which is arranged at an appropriate interval in parallel with the direction and intersects at an end side located at a corner side of the panel; and at least at the intersection, the short reinforcing bar extends between the short reinforcing bars parallel to the longitudinal direction of the panel. Through-bars that are connected in parallel with each other, and welded to at least one of the short reinforcing bars or through-bars located in the vicinity of both ends in the longitudinal direction of the panel, and have an angled shape disposed in parallel with the panel longitudinal direction. A lightweight foam concrete comprising: a nut support member; and a mounting nut welded to the nut support member and having one end opened at the panel surface. Reinforcement structure of manufacturing corner panel.
JP31697696A 1996-11-12 1996-11-12 Reinforcement structure of lightweight cellular concrete corner panel Expired - Fee Related JP3853446B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31697696A JP3853446B2 (en) 1996-11-12 1996-11-12 Reinforcement structure of lightweight cellular concrete corner panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31697696A JP3853446B2 (en) 1996-11-12 1996-11-12 Reinforcement structure of lightweight cellular concrete corner panel

Publications (2)

Publication Number Publication Date
JPH10140738A true JPH10140738A (en) 1998-05-26
JP3853446B2 JP3853446B2 (en) 2006-12-06

Family

ID=18083039

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31697696A Expired - Fee Related JP3853446B2 (en) 1996-11-12 1996-11-12 Reinforcement structure of lightweight cellular concrete corner panel

Country Status (1)

Country Link
JP (1) JP3853446B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102658242B1 (en) * 2023-01-04 2024-04-18 삼성이앤에이 주식회사 Corner precast concrete wall structure, composite precast concrete wall structure, composite concrete wall structure and method of constructing composite concrete wall structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102658242B1 (en) * 2023-01-04 2024-04-18 삼성이앤에이 주식회사 Corner precast concrete wall structure, composite precast concrete wall structure, composite concrete wall structure and method of constructing composite concrete wall structure

Also Published As

Publication number Publication date
JP3853446B2 (en) 2006-12-06

Similar Documents

Publication Publication Date Title
US6085476A (en) Transportable building form
JPH07269022A (en) Beam construction
US20020020129A1 (en) Deep-ribbed, load-bearing, prefabricated insulative panel and method for joining
US5987680A (en) Bridge deck unit and process for construction bridge deck using the unit
JP2742989B2 (en) Assembled rebar truss and manufacturing method thereof
EP0954656A1 (en) Steel-wood system
US5809735A (en) Steel-wood system
JPH10140738A (en) Bar arrangement structure of corner panel made of light-weight aerated concrete
JPH11280178A (en) Reinforcing bar construction for wall beam, wall beam construction, and bearing wall construction of building
JPS60212564A (en) Concrete mold frame
JP2000257161A (en) Unit building
KR200365833Y1 (en) A prefabricated structure of gang form for architecture
JP2000073316A (en) Steel floor plate girder and work execution method thereof
KR20050112913A (en) A construction system of the wall/dome and the the method thereof it
KR20020086674A (en) A building frame bracing panel and method
JP2831511B2 (en) Beam structure
KR0180079B1 (en) Dech girder of reinforced concrete slab
JP2750042B2 (en) Reinforcement structure of beam-column joint
KR0180077B1 (en) Dech girder of reinforced concrete slab
JPH1181454A (en) Connecting structure for column and beam
KR970005543Y1 (en) Brace for forms
JP3049517B2 (en) Corner facade panels
JP2856639B2 (en) Building unit
JP2742029B2 (en) Roof structure
JP2000234390A (en) Reinforcing structure of unit building and building unit

Legal Events

Date Code Title Description
A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20051024

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20060221

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20060405

RD02 Notification of acceptance of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7422

Effective date: 20060405

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A821

Effective date: 20060405

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20060905

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20060906

R150 Certificate of patent (=grant) or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090915

Year of fee payment: 3

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313111

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090915

Year of fee payment: 3

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100915

Year of fee payment: 4

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100915

Year of fee payment: 4

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110915

Year of fee payment: 5

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110915

Year of fee payment: 5

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120915

Year of fee payment: 6

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120915

Year of fee payment: 6

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130915

Year of fee payment: 7

LAPS Cancellation because of no payment of annual fees