JPH11256679A - Joint metal of precast member and connecting method - Google Patents

Joint metal of precast member and connecting method

Info

Publication number
JPH11256679A
JPH11256679A JP8241698A JP8241698A JPH11256679A JP H11256679 A JPH11256679 A JP H11256679A JP 8241698 A JP8241698 A JP 8241698A JP 8241698 A JP8241698 A JP 8241698A JP H11256679 A JPH11256679 A JP H11256679A
Authority
JP
Japan
Prior art keywords
connection
pca
hardware
floor
pca member
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
JP8241698A
Other languages
Japanese (ja)
Inventor
Norie Yukimura
憲衛 幸村
Junichi Watanabe
渡辺  純一
Masataka Otsu
雅敬 大津
Keiji Kajiwara
恵治 梶原
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.)
Tokyu Construction Co Ltd
Original Assignee
Tokyu Construction 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 Tokyu Construction Co Ltd filed Critical Tokyu Construction Co Ltd
Priority to JP8241698A priority Critical patent/JPH11256679A/en
Publication of JPH11256679A publication Critical patent/JPH11256679A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide the joint metal of a precast member and a connecting method, by which the precast member formed by division in a plate shape is connected and can be constituted in the L-shaped structure of a building easily and surely. SOLUTION: The joint metal of the precast member has the joint metal 1 for an upstanding Pca member consisting of a connecting plate 1a, to which boltholes 1a' are bored, and box nuts 1b installed at the places of the boltholes on the rear side of the connecting plate 1a. The joint metal is constituted of a joint metal 2 for a floor Pca member made up of a connecting plate 2a, to which boltholes 2a' are bored at places coinciding with the boltholes 1a', and an anchor member 2b mounted on the rear side of the connecting plate 2a and connecting bolts 3 screwed to the box nuts 1b.

Description

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

【0001】[0001]

【産業上の利用分野】 本発明は、特に建物のバルコニ
ー、パラペット、廊下部やホール等の立上り手摺部分と
床部分あるいは段差付きスラブや階段等の段差部分のL
字型構造体を構成するプレキャスト(PCa)部材の接
続金物および接続方法に関する。
BACKGROUND OF THE INVENTION The present invention relates to a method for manufacturing a building, particularly a balcony, a parapet, a rising handrail portion such as a corridor or a hall, and a floor portion or a stepped portion such as a stepped slab or a staircase.
The present invention relates to a metal fitting and a method for connecting a precast (PCa) member constituting a character-shaped structure.

【0002】[0002]

【従来の技術】 従来、例えば、プレキャスト製のバル
コニーは、立上り手摺部分と床部分を一体化したL字型
に製造していた。そのために、上記立上り手摺部分と床
部分をそれぞれに分けて打設しなければならず、製造に
手間やコストがかかっていた。また、L字型では、その
立体的な形状のために、広いストックヤードを必要とし
たり、輸送能率が悪いだけでなく、特に大形のものでは
重くて取り扱い難い等の問題点があった。
2. Description of the Related Art Conventionally, for example, precast balconies have been manufactured in an L-shape in which a rising handrail portion and a floor portion are integrated. For this reason, the rising handrail portion and the floor portion must be separately cast and placed, and the production is troublesome and costly. In addition, the L-shape has a problem that not only a large stock yard is required due to its three-dimensional shape and the transport efficiency is poor, but also a large one is heavy and difficult to handle.

【0003】[0003]

【発明が解決しようとする課題】本発明は、上記従来の
問題点を解決するためになされたもので、その目的とす
るところは、平板状に分割して形成したプレキャスト部
材を接続して建物のL字型構造体に容易かつ確実に構成
することができ、その結果、平板状のプレキャスト部材
を容易にかつ安価に製造することができるだけでなく、
ストック・搬送・施工等を効率的かつ安価に行うことが
できるプレキャスト部材の接続金物および接続方法を提
供することにある。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned conventional problems, and an object of the present invention is to connect a precast member formed by dividing a flat plate into a building. L-shaped structure can be easily and reliably configured, as a result, not only can be manufactured easily and inexpensively a flat precast member,
An object of the present invention is to provide a connection metal fitting for a precast member and a connection method capable of efficiently and inexpensively performing stocking, transportation, and construction.

【0004】[0004]

【課題を解決するための手段】 本発明のプレキャスト
部材の接続金物は、ボルト穴をあけた接続板と、該接続
板の背面側のボルト穴位置に取り付けられた袋ナットか
ら成る立上りPCa部材用接続金物と;上記ボルト穴に
符合する箇所にボルト穴をあけた接続板と、該接続板の
背面側に取り付けられたアンカー部材から成る床PCa
部材用接続金物と;上記袋ナットに螺合する接続ボルト
と;から構成されることを特徴とする。また、上記立上
りPCa部材用接続金物の接続板の背面側にアンカー筋
を取り付けたことも特徴とする。さらに、上記床PCa
部材用接続金物のアンカー部材に定着筋を係合せしめた
ことも特徴とする。
The connecting hardware of the precast member according to the present invention is for a rising PCa member comprising a connecting plate having a bolt hole, and a cap nut attached to a bolt hole position on the back side of the connecting plate. A floor PCa comprising: a connection metal; a connection plate having a bolt hole formed at a position corresponding to the bolt hole; and an anchor member attached to the back side of the connection plate.
It is characterized by comprising: a connection metal for a member; and a connection bolt screwed into the cap nut. Further, an anchor bar is attached to the back side of the connection plate of the connection hardware for the rising PCa member. In addition, the floor PCa
It is also characterized in that anchoring bars are engaged with the anchor member of the member connecting hardware.

【0005】 本発明のプレキャスト部材の接続方法
は、上記接続金物のうち、上記立上りPCa部材用接続
金物を立上りPCa部材に定着せしめると共に、上記床
PCa部材用接続金物を床PCa部材に定着せしめ、各
PCa部材の接続面に露出している各接続板同士を当接
せしめて、接続ボルトを上記ボルト穴に挿通せしめると
共に袋ナットに締め付けて両PCa部材を接続固定する
ことを特徴とする。また、一方のスラブPCa部材の接
続部分に接続ボルトを露出させると共に、他方のスラブ
PCa部材の接続部分に枠形の床PCa部材用接続金物
を設けて、該床PCa部材用接続金物の接続板にあけた
ボルト穴に上記接続ボルトを挿通せしめて、接続ナット
により締め付け固定するように構成したことも特徴とす
る。なお、本発明において、PCa部材にはオムニア版
のような半PCa板も含まれる。
In the method for connecting a precast member according to the present invention, the connecting hardware for the rising PCa member is fixed to the rising PCa member among the connecting hardware, and the connecting hardware for the floor PCa member is fixed to the floor PCa member. The connection plates exposed on the connection surfaces of the PCa members are brought into contact with each other, the connection bolts are inserted through the bolt holes, and the PCa members are connected and fixed by tightening the cap nuts. In addition, a connection bolt is exposed at a connection portion of one of the slab PCa members, and a connection member for the floor PCa member having a frame shape is provided at a connection portion of the other slab PCa member. It is also characterized in that the connection bolt is inserted through a bolt hole drilled in the hole, and is tightened and fixed by a connection nut. In the present invention, the PCa member includes a semi-PCa plate such as an omnia plate.

【0006】[0006]

【実施例】 以下、本発明の実施例について図面を参照
しながら説明する。図1において、1は立上りPCa部
材用接続金物、2は床PCa部材用接続金物、3は接続
ボルトである。
Hereinafter, embodiments of the present invention will be described with reference to the drawings. In FIG. 1, reference numeral 1 denotes a connection fitting for a rising PCa member, 2 denotes a connection fitting for a floor PCa member, and 3 denotes a connection bolt.

【0007】 上記立上りPCa部材用接続金物1は、
複数(本実施例では4箇所)のボルト穴1a′をあけた
接続板1aと、該接続板1aの背面側のボルト穴1a′
の位置に取り付けられると共に内部に雌ねじを螺設した
袋ナット1bと、接続板1aの背面側の適宜位置に取り
付けられたC字型のアンカー筋1cから成る。該袋ナッ
ト1bにより接続板1aの定着強度を十分に確保できる
場合には、アンカー筋1cは省略できる。1dは接続板
1aの裏側にコンクリートを充填するためのコンクリー
ト充填穴である。
[0007] The connecting hardware 1 for the rising PCa member includes:
A connecting plate 1a having a plurality of (four in this embodiment) bolt holes 1a ', and a bolt hole 1a' on the back side of the connecting plate 1a.
And a C-shaped anchor bar 1c attached at an appropriate position on the back side of the connection plate 1a. When the fixing strength of the connection plate 1a can be sufficiently secured by the cap nut 1b, the anchor bar 1c can be omitted. Reference numeral 1d denotes a concrete filling hole for filling concrete on the back side of the connection plate 1a.

【0008】 一方、上記床PCa部材用接続金物2
は、上記ボルト穴1aに符合する箇所にボルト穴2a′
をあけた接続板2aと、該接続板2aの背面側に取り付
けられ、U字溝状に形成されたアンカー部材2bと、該
アンカー部材2bの底部に形成された定着筋用切込2
b′と、該定着筋用切込2b′に係合される定着筋2c
から構成されている。上記アンカー部材2bにより接続
板2aの定着強度を十分に確保できる場合には、上記定
着筋2cは省略できる。
On the other hand, the connection hardware 2 for the floor PCa member
Are bolt holes 2a 'at locations corresponding to the bolt holes 1a.
A connecting plate 2a having an opening, an anchor member 2b attached to the back side of the connecting plate 2a and formed in a U-shaped groove, and a notch 2 for fixing streaks formed at the bottom of the anchor member 2b.
b 'and the anchoring line 2c engaged with the anchoring line cut 2b'
It is composed of When the fixing strength of the connection plate 2a can be sufficiently secured by the anchor member 2b, the fixing streaks 2c can be omitted.

【0009】 図2は、上記接続金物1および2を、バ
ルコニーの立上り手摺PCa部材4および床半PCa部
材5に、それぞれ定着させた状態の縦断面を示すもので
ある。上記立上り手摺PCa部材用接続金物1のうち、
接続板1aのみが接続面において露出し、上記袋ナット
1bおよびアンカー筋1cが立上り手摺PCa部材4の
コンクリート内に埋設されていて、接続板1aを立上り
手摺PCa部材4に定着している。
FIG. 2 shows a longitudinal section in a state where the connection hardware 1 and 2 are fixed to a rising handrail PCa member 4 and a half floor PCa member 5 of a balcony, respectively. Of the connecting hardware 1 for the rising handrail PCa member,
Only the connection plate 1a is exposed at the connection surface, the cap nut 1b and the anchor bar 1c are embedded in the concrete of the rising handrail PCa member 4, and the connection plate 1a is fixed to the rising handrail PCa member 4.

【0010】 上記床半PCa部材5は、トップ筋と下
端筋とラチス筋を組み合わせたトラス筋を主筋の一部と
して使用した半PCaコンクリート製品であって、上記
床PCa部材用接続金物2のアンカー部材2bの下部お
よび定着筋2cが上記床半PCa部材5のコンクリート
内に埋設されていて、接続板2aを床半PCa部材5に
定着している。少なくとも上記接続板2aは、上記床半
PCa部材5の接続面において露出している。
The floor half PCa member 5 is a half PCa concrete product using a truss bar combining a top bar, a lower bar bar, and a lattice bar as a part of a main bar, and is an anchor of the floor PCa member connection hardware 2. The lower portion of the member 2b and the fixing streaks 2c are embedded in the concrete of the floor half PCa member 5, and the connecting plate 2a is fixed to the floor half PCa member 5. At least the connection plate 2a is exposed at the connection surface of the floor half PCa member 5.

【0011】 図3は、接続金物1、2による上記立上
り手摺PCa部材4と床半PCa部材5の接続状態を示
すもので、図2の状態から両接続金物1、2の接続板1
a、2a同士を当接して、それらのボルト穴1a′と2
a′を符合させ、これらのボルト穴1a′と2a′に接
続ボルト3を挿通せしめると共に、上記袋ナット1bに
締め付け、両PCa部材4、5を接続固定する。立上り
手摺PCa部材4と床半PCa部材5が接続されたら、
該床半PCa部材5上に現場打ちコンクリート6を後打
ちする。
FIG. 3 shows a connection state of the rising handrail PCa member 4 and the floor half PCa member 5 by the connection hardware 1 and 2, and the connection plate 1 of the two connection hardware 1 and 2 from the state of FIG.
a, 2a are brought into contact with each other and their bolt holes 1a 'and 2
The connection bolts 1a 'and 2a' are inserted into the bolts 1a 'and 2a', and the PC nuts 1b are fastened to connect the PCa members 4 and 5 together. When the rising handrail PCa member 4 and the floor half PCa member 5 are connected,
A cast-in-place concrete 6 is post-cast on the floor half PCa member 5.

【0012】 なお、図4に示すように、上記立上りP
Ca部分4に定着されている上記立上り手摺PCa部材
用接続金物1の間に、差筋7を配筋しておいて、現場打
ちコンクリート6を打設することにより床半PCa部材
5と一体化する。この差筋7に応力負担をさせることに
より、上記接続金物1、2による一体化構造を補強し
て、地震時などにおける高応力に対処せしめることがで
きる。
As shown in FIG. 4, the rising P
A reinforcing bar 7 is arranged between the connection fittings 1 for the rising handrail PCa member fixed to the Ca portion 4 and cast-in-place concrete 6 is integrated with the floor half PCa member 5. I do. By applying a stress to the difference bars 7, the integrated structure of the connection hardware 1 and 2 can be reinforced to cope with high stress during an earthquake or the like.

【0013】 上記接続金物1、2は立上りPCa部分
4や床半PCa部材5の配筋の間に納まるように定着さ
れている。なお、上記床半PCa部材5は半PCa部材
となっているが、全PCa部材として構成し、上記接続
板2aの背部における接続ボルト3の挿入部分のみに窪
みを形成し、ボルト締付け後に該窪みにコンクリートを
充填するようにしてもよい。
The metal fittings 1 and 2 are fixed so as to fit between the reinforcing bars of the rising PCa portion 4 and the floor half PCa member 5. Although the floor half PCa member 5 is a half PCa member, it is configured as a full PCa member, and a recess is formed only in the insertion portion of the connection bolt 3 at the back of the connection plate 2a. May be filled with concrete.

【0014】 図5は、例えばユニットバスや設備配管
など納まりを良くするために工夫された段差付きスラブ
を示すもので、この段差付きスラブは、2つのスラブP
Ca部材8、9を接続金物10、11により一体的に接
続固定して構成されている。12はトッピングコンクリ
ートとしての場所打ちコンクリートである。
FIG. 5 shows a stepped slab that is devised to improve the accommodation, such as a unit bath or equipment piping, and the stepped slab is composed of two slabs P.
The Ca members 8 and 9 are integrally connected and fixed by connection hardware 10 and 11. Reference numeral 12 denotes cast-in-place concrete as topping concrete.

【0015】 図6は、上記段差付きスラブの接続金物
およびその接続方法の別の実施例を示すもので、一方の
スラブPCa部材8の接続部分に接続ボルト13を露出
させると共に、他方のスラブPCa部材9の接続部分に
枠形の床PCa部材用接続金物14を設けて、その接続
板14aにあけたボルト穴に上記接続ボルト13を通し
て、接続ナット15により締め付け固定するように構成
されている。上記接続ボルト13は、上記スラブPCa
部材8のスラブ筋8aに溶接等により定着されている。
また、上記床PCa部材用接続金物14の底板14bに
はスラブPCa部材9のアンカー筋9aが溶接等により
取り付けられている。14cは床PCa部材用接続金物
14を補強するリブである。
FIG. 6 shows another embodiment of the connecting hardware of the stepped slab and the method of connecting the same. The connecting bolt 13 is exposed at the connecting portion of one slab PCa member 8 and the other slab PCa is connected. A connection fitting 14 for a frame-shaped floor PCa member is provided at a connection portion of the member 9, and the connection bolt 13 is passed through a bolt hole formed in the connection plate 14 a, and the connection bolt 13 is tightened and fixed by a connection nut 15. The connection bolt 13 is connected to the slab PCa.
It is fixed to the slab streaks 8a of the member 8 by welding or the like.
An anchor bar 9a of the slab PCa member 9 is attached to the bottom plate 14b of the floor PCa member connecting hardware 14 by welding or the like. Reference numeral 14c is a rib for reinforcing the connection hardware 14 for the floor PCa member.

【0016】[0016]

【発明の効果】 1)プレキャスト部材を容易にかつ確
実に接続することができる。 2)立上りPCa部材と床半PCa部材をそれぞれ平板
状のPCa部材とすることができるので、製造時に平打
ちすることが可能となり、鋼板型枠のコストが低減する
だけでなく型枠組立や配筋の手間も減少して省力化とな
り、また、ストックや輸送に際して平積みが可能となっ
たり重量が軽くなって、ヤードの節約や輸送コストを低
減することができる。 3)マンション等のバルコニーや廊下の施工の合理化や
コストダウンを図ることができる。 4)本発明のプレキャスト(PCa)部材の接続金物お
よびその接続方法は、特に、建物のバルコニー、パラペ
ット、廊下部やホール等の立上り手摺部分と床部分ある
いは段差付きスラブや階段等の段差部分のL字型構造体
を構築するのに利用可能である。
Advantages of the Invention 1) Precast members can be easily and reliably connected. 2) Since the rising PCa member and the floor half PCa member can each be a flat PCa member, flattening can be performed at the time of manufacturing, which not only reduces the cost of the steel plate form, but also reduces the assembly and distribution of the form. The labor of the streaks is also reduced, and labor is saved. In addition, the stocking and transportation can be carried out flatly or the weight can be reduced, so that the yard can be saved and the transportation cost can be reduced. 3) It is possible to streamline the construction of balconies and corridors of apartments and reduce costs. 4) The connecting hardware of the precast (PCa) member of the present invention and the method of connecting the same are particularly useful for building handrails such as balconies, parapets, corridors and halls, and floors, or steps such as stepped slabs and stairs. It can be used to construct L-shaped structures.

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

【図1】 本発明の接続金物の一実施例を示す斜視図で
ある。
FIG. 1 is a perspective view showing one embodiment of a connection hardware of the present invention.

【図2】 図1の接続金物を立上りPCa部材と床半P
Ca部材にそれぞれ取り付けた状態の縦断面図である。
2 is a diagram showing the connection hardware of FIG.
It is a longitudinal cross-sectional view of the state attached to each Ca member.

【図3】 図2の立ち上がり手摺PCa部材と床半PC
a部材の接続状態の縦断面図である。
FIG. 3 is a standing handrail PCa member and a floor half PC of FIG. 2;
It is a longitudinal cross-sectional view of the connection state of a member.

【図4】 接続金具と共に使用される差筋による接続を
示す断面図である。
FIG. 4 is a cross-sectional view showing a connection by a streak used with a connection fitting.

【図5】 段差付きスラブの実施例を示す断面図であ
る。
FIG. 5 is a cross-sectional view showing an example of a stepped slab.

【図6】 段差付きスラブの別の実施例を示す断面図で
ある。
FIG. 6 is a sectional view showing another embodiment of the stepped slab.

【符号の説明】[Explanation of symbols]

1 立上り壁PCa部材用接続金物 1a 接続板 1a′ボルト穴 1b 袋ナット 1c アンカー筋 1d コンクリート充填穴 2 床PCa部材用接続金物 2a 接続板 2a′ボルト穴 2b アンカー部材 2b′定着筋用切込 2c 定着筋 3 接続ボルト 4 立上り手摺PCa部材 5 床半PCa部材 6 現場打ちコンクリート 7 差筋 8 PCa部材 9 PCa部材 10 接続金物 11 接続金物 12 場所打ちコンクリート 13 接続ボルト 14 床PCa部材用接続金物 14a 接続板 14b 底板 14c リブ 15 接続ナット DESCRIPTION OF SYMBOLS 1 Connection metal for rising wall PCa member 1a Connection plate 1a 'bolt hole 1b Cap nut 1c Anchor bar 1d Concrete filling hole 2 Connection metal for floor PCa member 2a Connection plate 2a' bolt hole 2b Anchor member 2b 'Cut for fixing bar 2c Anchoring bar 3 Connecting bolt 4 Rising handrail PCa member 5 Floor half PCa member 6 Cast-in-place concrete 7 Differential bar 8 PCa member 9 PCa member 10 Connection hardware 11 Connection hardware 12 Cast-in-place concrete 13 Connection bolt 14 Connection hardware for floor PCa member 14a Connection Plate 14b Bottom plate 14c Rib 15 Connection nut

───────────────────────────────────────────────────── フロントページの続き (72)発明者 梶原 恵治 東京都渋谷区渋谷一丁目16番14号 東急建 設株式会社内 ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Keiji Kajiwara Tokyu Construction Co., Ltd., 1-16-14 Shibuya, Shibuya-ku, Tokyo

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 ボルト穴をあけた接続板と、該接続板の
背面側のボルト穴位置に取り付けられた袋ナットから成
る立上りPCa部材用接続金物と;上記ボルト穴に符合
する箇所にボルト穴をあけた接続板と、該接続板の背面
側に取り付けられたアンカー部材から成る床PCa部材
用接続金物と;上記袋ナットに螺合する接続ボルトと;
から構成されることを特徴とするプレキャスト部材の接
続金物。
1. A connection plate for a rising PCa member, comprising a connection plate having a bolt hole, and a cap nut attached to a bolt hole position on the back side of the connection plate; and a bolt hole at a position corresponding to the bolt hole. A connection plate, a connection hardware for a floor PCa member comprising an anchor member attached to the back side of the connection plate, and a connection bolt screwed to the cap nut;
A connection hardware for a precast member, comprising:
【請求項2】 上記立上りPCa部材用接続金物の接続
板の背面側にアンカー筋を取り付けたことを特徴とする
請求項1に記載のプレキャスト部材の接続金物。
2. The connection metal fitting for a precast member according to claim 1, wherein an anchor bar is attached to the back side of the connection plate of the connection metal fitting for the rising PCa member.
【請求項3】 上記床PCa部材用接続金物のアンカー
部材に定着筋を係合せしめたことを特徴とする請求項1
または2に記載のプレキャスト部材の接続金物。
3. An anchor member of the connecting hardware for floor PCa member, wherein a fixing bar is engaged with the anchor member.
Or the connection hardware of the precast member according to 2.
【請求項4】 請求項1ないし3記載の接続金物のう
ち、上記立上りPCa部材用接続金物を立上りPCa部
材に定着せしめると共に、上記床PCa部材用接続金物
を床PCa部材に定着せしめ、各PCa部材の接続面に
露出している各接続板同士を当接せしめて、接続ボルト
を上記ボルト穴に挿通せしめると共に袋ナットに締め付
けて両PCa部材を接続固定することを特徴とするプレ
キャスト部材の接続方法。
4. The connecting hardware according to claim 1, wherein the connecting hardware for the rising PCa member is fixed to the rising PCa member, and the connecting hardware for the floor PCa member is fixed to the floor PCa member. Connecting the connection plates exposed on the connection surface of the member to each other, inserting the connection bolt into the bolt hole, and tightening the cap nut to connect and fix both PCa members. Method.
【請求項5】 一方のスラブPCa部材の接続部分に接
続ボルトを露出させると共に、他方のスラブPCa部材
の接続部分に枠形の床PCa部材用接続金物を設けて、
該床PCa部材用接続金物の接続板にあけたボルト穴に
上記接続ボルトを挿通せしめて、接続ナットにより締め
付け固定するように構成したことを特徴とするプレキャ
スト部材の接続方法。
5. A connection bolt for a connecting member of one slab PCa member is exposed, and a connecting member for a frame-shaped floor PCa member is provided at a connecting portion of the other slab PCa member.
A method for connecting a precast member, wherein the connection bolt is inserted into a bolt hole formed in a connection plate of the connection hardware for a floor PCa member, and is tightened and fixed by a connection nut.
JP8241698A 1998-03-16 1998-03-16 Joint metal of precast member and connecting method Pending JPH11256679A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8241698A JPH11256679A (en) 1998-03-16 1998-03-16 Joint metal of precast member and connecting method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8241698A JPH11256679A (en) 1998-03-16 1998-03-16 Joint metal of precast member and connecting method

Publications (1)

Publication Number Publication Date
JPH11256679A true JPH11256679A (en) 1999-09-21

Family

ID=13773997

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8241698A Pending JPH11256679A (en) 1998-03-16 1998-03-16 Joint metal of precast member and connecting method

Country Status (1)

Country Link
JP (1) JPH11256679A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1467038A1 (en) * 2003-04-11 2004-10-13 Ancotech Ag Anchoring element
JP2008007950A (en) * 2006-06-27 2008-01-17 Toyota T & S Kensetsu Kk Embedded metal fitting and precast concrete member
JP2008007949A (en) * 2006-06-27 2008-01-17 Toyota T & S Kensetsu Kk Skeleton system between precast concrete column or wall and beam
US10151114B2 (en) 2010-01-25 2018-12-11 Rillito River Solar, Llc Roof mount assembly

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1467038A1 (en) * 2003-04-11 2004-10-13 Ancotech Ag Anchoring element
JP2008007950A (en) * 2006-06-27 2008-01-17 Toyota T & S Kensetsu Kk Embedded metal fitting and precast concrete member
JP2008007949A (en) * 2006-06-27 2008-01-17 Toyota T & S Kensetsu Kk Skeleton system between precast concrete column or wall and beam
US10151114B2 (en) 2010-01-25 2018-12-11 Rillito River Solar, Llc Roof mount assembly

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