JP2001164758A - Floor slab work method for multi-storied building - Google Patents

Floor slab work method for multi-storied building

Info

Publication number
JP2001164758A
JP2001164758A JP2000337670A JP2000337670A JP2001164758A JP 2001164758 A JP2001164758 A JP 2001164758A JP 2000337670 A JP2000337670 A JP 2000337670A JP 2000337670 A JP2000337670 A JP 2000337670A JP 2001164758 A JP2001164758 A JP 2001164758A
Authority
JP
Japan
Prior art keywords
buried
floor slab
floor
slab
fittings
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
JP2000337670A
Other languages
Japanese (ja)
Other versions
JP3430488B2 (en
Inventor
Yasushi Nagashima
靖 長島
Nobumitsu Kaneda
順光 金田
Isao Nishimi
勇夫 西見
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.)
JFE Steel Corp
Shin Nikkei Co Ltd
Original Assignee
Shin Nikkei Co Ltd
Kawasaki Steel 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 Shin Nikkei Co Ltd, Kawasaki Steel Corp filed Critical Shin Nikkei Co Ltd
Priority to JP2000337670A priority Critical patent/JP3430488B2/en
Publication of JP2001164758A publication Critical patent/JP2001164758A/en
Application granted granted Critical
Publication of JP3430488B2 publication Critical patent/JP3430488B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To efficiently install predetermined fittings to be embedded in the floor slab in each story, while securing the accuracy of installation in a multi- storied building with the stories overlapped in the vertical directions. SOLUTION: In embedding fittings 2 embedded in floor slab at the ceiling side, a groove with an almost lip-shaped cross section is formed facing a multi- storied space, a freely movable slide member 21 is arranged along the groove direction relative to an almost lip-shaped groove 2a, a bob is suspended from the slide member 21, the slide member 21 is moved along the lip-shaped groove 2a in cross section, the relative position of the upper side embedded fittings 2 and lower side embedded fittings 1 is verified at least at 2 places in the member length direction thereby locating the fittings 2 comes to the same vertical straight line, which is embedded at the bottom surface of the floor slab at the ceiling side.

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、階が上下方向に複
数重なる階層建物において、設置精度を確保しながら各
階の床版に所定の埋込み金物等を埋設したい場合に適用
される床版施工方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a floor slab construction method applied to a case where it is desired to bury a predetermined embedded hardware or the like in a floor slab of each floor while ensuring the installation accuracy in a multi-story building in which a plurality of floors vertically overlap. About.

【0002】[0002]

【従来の技術】近年、建物の外壁やサッシ面、あるいは
仕切り壁等の施工に当り、下側躯体と上側躯体とにそれ
ぞれアンカーレール等の埋設金物を埋設し、この埋設金
物に対して前記の外壁やサッシ面、あるいは仕切り壁等
を組付ける施工方法が提案されている。たとえば、特開
平8−319767号公報の場合には、図10に示され
るように、上部躯体および下部躯体のそれぞれに断面略
リップ溝型形状のアンカーレール50、51を埋設固定
するとともに、このアンカーレール50、51に対して
長手方向にスライド可能に固定ボルト52の頭部を嵌入
し、さらにこの固定ボルト52に対してブラケット5
3、54を固定し、このブラケット53、54を支持部
材として前記外壁やサッシ、仕切り壁等の建築部品を固
定する構造を提案している。
2. Description of the Related Art In recent years, when constructing an outer wall, a sash surface, a partition wall, or the like of a building, a buried metal such as an anchor rail is buried in a lower frame and an upper frame, respectively. A construction method for assembling an outer wall, a sash surface, a partition wall, or the like has been proposed. For example, in the case of Japanese Patent Application Laid-Open No. 8-319767, as shown in FIG. 10, anchor rails 50 and 51 each having a substantially lip groove-shaped cross section are embedded and fixed in each of an upper frame and a lower frame. The head of a fixing bolt 52 is fitted into the rails 50 and 51 so as to be slidable in the longitudinal direction.
3 and 54, and a structure is proposed in which the brackets 53 and 54 are used as support members to fix building components such as the outer wall, sash, and partition wall.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上記公
報は1フロア階におけるサッシ等の取付構造を提供する
のみで、埋設されるアンカーレール50、51の埋設精
度の確保に関する具体的な開示はない。特に、たとえば
階が上下方向に複数重なる階層建物においては、コンク
リート床版の上面と下面とのそれぞれに埋設金物を正確
に精度良く設置すべきところ、同公報が開示するような
現場打設される床版に対して、上記公報のように鉄筋に
対してアンカーレール50、51の支持を取る構造で
は、設置精度が確保されないなどの問題がある。
However, the above publication only provides a mounting structure for a sash or the like on the first floor, but does not specifically disclose the securing accuracy of the embedded anchor rails 50 and 51. In particular, for example, in a multi-story building in which a plurality of floors vertically overlap, where the buried hardware is to be accurately and accurately installed on each of the upper surface and the lower surface of the concrete slab, it is cast in place as disclosed in the gazette. In the structure in which the anchor rails 50 and 51 are supported by the reinforcing bar as described in the above-mentioned publication, there is a problem that the installation accuracy is not secured.

【0004】そこで、本発明の主たる課題は、階が上下
方向に複数重なる階層建物において、設置精度を確保し
ながら各階の床版に所定の埋込み金物等を効率良く施工
していくための床版施工方法を提供することにある。
Accordingly, a main object of the present invention is to provide a floor slab for efficiently constructing a predetermined embedded metal or the like on a floor slab of each floor in a multi-story building in which a plurality of floors vertically overlap with each other while ensuring installation accuracy. It is to provide a construction method.

【0005】[0005]

【課題を解決するための手段】前記課題を解決するため
の本発明は、階が上下方向に重なる階層建物において、
階層空間を間におき床側床版の上面に埋設されている埋
設金物を基準として、天井側床版の下面に埋設される埋
設金物を精度良く設置するための床版施工方法であっ
て、前記天井側床版に埋設される埋設金物には、階層空
間に臨んで断面略リップ状溝が形成されており、この断
面略リップ状溝に対して溝方向に沿って移動自在のスラ
イド材を配設するとともに、このスライド材から下げ振
りを吊下し、前記スライド材を前記断面略リップ状溝に
沿って移動させるとともに、少なくとも部材長手方向の
2ヶ所において上側埋設金物と下側埋設金物との相対的
位置の確認を行い、天井側床版の下面に埋設される埋設
金物が同一鉛直線上となるようにすることを特徴とする
ものである。
According to the present invention, there is provided a multi-story building in which floors are vertically overlapped.
A floor slab construction method for accurately installing buried hardware buried on the lower surface of the ceiling slab, with the buried metal buried on the upper surface of the floor slab with the hierarchical space therebetween, The buried metal buried in the ceiling side slab is formed with a substantially lip-shaped groove in cross section facing the hierarchical space, and a slide member movable in the groove direction with respect to the substantially lip-shaped groove in cross section. While arranging, hanging down a swing from this slide material, moving the slide material along the substantially lip-shaped groove in cross section, and at least two buried hardware and lower buried hardware in the longitudinal direction of the member. Is confirmed so that the buried hardware buried under the ceiling-side floor slab is on the same vertical line.

【0006】[0006]

【発明の実施の形態】以下、本発明の実施の形態を図面
に基づいて詳述する。図1は本発明が適用される窓部構
造の縦断面図であり、図2はその横断面図である。先
ず、本発明による床版施工方法を説明する前に本発明が
適用される窓部構造の一例について図1および図2に基
づいて詳述する。本窓部構造は、下側床版SL に、躯体
開口側に開口を臨ませた断面略リップ溝(以下、単にリ
ップ溝という。)1aを有する床側レール金物1が埋設
されるとともに、上側床版SU に、躯体開口側に開口を
臨ませた断面略リップ溝(以下、単にリップ溝とい
う。)2aを有する天井側レール金物2が埋設され、こ
れらの両レール金物1、2をアンカー金物として壁面建
具10が取り付けられている。
Embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a longitudinal sectional view of a window structure to which the present invention is applied, and FIG. 2 is a transverse sectional view thereof. First, before describing a floor slab construction method according to the present invention, an example of a window structure to which the present invention is applied will be described in detail with reference to FIGS. This window structure, the lower deck S L, building frame opening and to face the opening in the side cross section lip grooves (hereinafter, simply referred to as a lip groove.) 1a with the floor side rail hardware 1 is embedded with, the upper slab S U, building frame opening and to face the opening in the side cross section lip grooves (hereinafter, simply referred to. lip grooves) is embedded ceiling rail hardware 2 with 2a, these both rail fittings 1,2 The wall fitting 10 is attached as an anchor hardware.

【0007】具体的には、前記レール金物1、2のリッ
プ溝1a、2aに対して頭部を嵌入させ、レールの長手
方向に移動自在とされる固定ボルト3、4を装設してお
き、この固定ボルト3、4に対して取付ブラケット5、
6を固定する。前記取付ブラケット5、6は、開口側方
向に起立する立ち上がり片5a、6aを有し、この立ち
上がり片5a、6aに形成された通孔に壁面建具10側
からの建具取付ボルト7、8を挿通し壁面建具10を固
定するようにしている。なお、前記固定ボルト3、4は
レール金物1、2が床版SL、SUに埋設される前に予め
装入しておき、たとえば壁面建具10が横方向に複数連
なる、所謂横連構造などの場合には、壁面建具10の建
込み当初はスライド自在としておき、最終的に壁面建具
10の位置が決定された後にしっかりと締結し固定を図
る。また、前記建具取付ボルト7、8においても前記取
付ブラケット5、6に対する取付けが容易なように、壁
面建具10の上下枠10B、10Cの背面側にリップ溝
10a,10bを形成し、このリップ溝10a,10b
に頭部を嵌入させてリップ溝方向にスライド自在とした
ボルト取付構造が採用されている。
More specifically, fixing heads 3 and 4 are provided in which the heads are fitted into the lip grooves 1a and 2a of the rail fittings 1 and 2, and are movable in the longitudinal direction of the rail. , Mounting brackets 5 for the fixing bolts 3 and 4,
6 is fixed. The mounting brackets 5 and 6 have rising pieces 5a and 6a that rise in the opening direction, and fitting fitting bolts 7 and 8 from the wall fitting 10 are inserted into through holes formed in the rising pieces 5a and 6a. The wall fitting 10 is fixed. Incidentally, the fixing bolt 3,4 rail fittings 1,2 floor plate S L, previously charging before being embedded in the S U, continuous plurality in example wall fittings 10 laterally, so called Yokoren structure In such a case, the wall fitting 10 is slidable at the beginning, and firmly fastened and fixed after the position of the wall fitting 10 is finally determined. Also, lip grooves 10a and 10b are formed on the back side of the upper and lower frames 10B and 10C of the wall fitting 10 so that the fitting fixture mounting bolts 7 and 8 can be easily attached to the mounting brackets 5 and 6. 10a, 10b
A bolt mounting structure is adopted in which the head is fitted into the lip groove so as to be slidable in the lip groove direction.

【0008】一方、前記壁面建具10は、図示の例では
中間に水平中骨10Aを有し、上側ガラスGU 、下側ガ
ラスGL を嵌め殺しとした構造としてあるが、引違い障
子タイプあるいはボードタイプ等の任意の壁面建具であ
ってもよい。また、鉛直支持は、下枠10Cの底壁部に
ネジ部を螺入させたセットボルト11により行い、螺入
量の調整により前記壁面建具10が鉛直となるように据
え付ける。
[0008] On the other hand, the wall fitting 10 has a structure in which an upper middle glass G U and a lower glass GL are fitted and killed in the illustrated example, with a horizontal middle bone 10A in the middle. Any wall fitting such as a board type may be used. In addition, the vertical support is performed by a set bolt 11 in which a screw portion is screwed into the bottom wall portion of the lower frame 10C, and the wall fitting 10 is installed vertically by adjusting the screwing amount.

【0009】他方、雨仕舞構造は、下側床版SL 側にお
いては、床側レール金物1を境に室内側と室外側とに段
差を設けるとともに、床側レール金物1の室外側面の上
部に室外方向に突出する水返し片1bを設けて水返し開
口部WPを形成するとともに、この水返し片1bの直上
位置に下枠10Cとの間隙を埋めるシール12を施工
し、さらに前記セットボルト11の室外側位置におい
て、下枠10Cに対して先端が下側床版SL上面に接触
するレインバリヤ13を設け雨水等の侵入を完全に遮断
している。
[0009] On the other hand, flashing structure, in the lower slab S L side, the boundary of the floor side rail fittings 1 provided with a step on the indoor side and the outdoor side, an upper portion of the outdoor side surface of the floor side rail fittings 1 A water return piece 1b protruding in the outdoor direction is provided at the bottom to form a water return opening WP, and a seal 12 for filling a gap with the lower frame 10C is provided immediately above the water return piece 1b. in the outdoor side position of 11, the tip is completely blocked invasion such as rainwater provided Reinbariya 13 in contact with the lower slab S L top to the lower frame 10C.

【0010】また上側床版SL 側においては、天井側レ
ール金物2の室外側突出片2bと、上枠10Bとの間を
埋めるシール14を施工するとともに、これより室外側
位置において、上枠10Bに対して上側床版SU の下面
に先端が接触するレインバリヤ15を設け雨水等の侵入
を防止している。
[0010] In the upper slab S L side, and the outdoor-side projecting piece 2b of the ceiling rail hardware 2, thereby applying a seal 14 that fills the space between the upper frame 10B, which in from the outdoor-side position, the upper frame the tip to the underside of the upper deck S U to prevent the intrusion of rain water or the like is provided an Reinbariya 15 making contact with 10B.

【0011】前記窓部構造においては壁面建具10の建
込み精度を確保するために、図1の図示状態における床
側レール金物1と天井側レール金物2との相対的位置関
係、すなわち階層空間を挟んで配置される上下一対のレ
ール金物1、2を、同一鉛直線上に精度良く設置するこ
とはもちろんであるが、1つの床版S単位で見た場合の
相対的位置関係、すなわち、図3に示されるように床版
Sを跨いでその下面側と上面側に夫々埋設される上下一
対のレール金物1、2との相対的位置関係においても前
記床側レール金物1と天井側レール金物2とを同一鉛直
線上に精度良く配置する必要がある。これらのレール金
物1、2を同一鉛直線上に精度良く、かつ効率良く施工
するための施工方法について、以下詳述する。
In the window structure, the relative positional relationship between the floor rail fitting 1 and the ceiling rail fitting 2 in the state shown in FIG. It goes without saying that the upper and lower pair of rail hardware 1 and 2 which are arranged to be sandwiched are accurately installed on the same vertical line, but the relative positional relationship when viewed in units of one floor slab S, that is, FIG. As shown in the figure, the relative position of the pair of upper and lower rail fittings 1 and 2 buried on the lower surface side and the upper surface side, respectively, across the floor slab S is also the floor rail fitting 1 and the ceiling rail fitting 2. Need to be accurately arranged on the same vertical line. A construction method for accurately and efficiently constructing these rail hardware 1 and 2 on the same vertical line will be described in detail below.

【0012】床版Sは、床版(スラブ)厚さ寸法Tより
薄厚、図示の例では約1/3程度の厚さとされるプレキ
ャスト天井床版SP と、この上層の現場打設コンクリー
トS G とから構成される。
The floor slab S is formed from a floor slab (slab) thickness T.
Thin, about 1/3 in the example shown
Just ceiling slab SPAnd this upper layer cast-in-place concrete
To S GIt is composed of

【0013】前記プレキャスト天井床版SP は、図4に
示されるように、床版Sの下面側に予め天井側レール金
物2を予め埋設してあるとともに、この天井側レール金
物2に接合された据付用接続分割部材16の上部を外方
上側に突出させた状態で埋設してある。なお、図4にお
いて、プレキャスト天井床版SP の上面側に突出してい
る多数の鉄筋21、21…は、その後に打設される現場
コンクリートとの一体化を図るためのジベル筋である。
また、据付用接続分割部材16の突出量は任意である
が、上側に連結される据付用接続分割部材18との連結
作業が容易に行える程度は突出させておくのが望ましい
が、場合によっては突出量を0、すなわちプレキャスト
天井床版SP の上面と面一とし、上側に連結される据付
用接続分割部材18を溶接等により接合することでもよ
い。
[0013] The precast ceiling slab S P, as shown in FIG. 4, the advance is the ceiling rail hardware 2 in advance embedded in the lower surface of the slab S, is bonded to the ceiling side rail fittings 2 The installation connection dividing member 16 is buried in a state in which an upper portion thereof protrudes outward and upward. In FIG. 4, a number of reinforcing bars 21, 21 ... are projecting on the upper surface of the precast ceiling slab S P, a dowel muscle order to subsequently integrate the site concrete being Da設.
Further, the protrusion amount of the installation connection division member 16 is arbitrary, but it is desirable that the installation connection division member 18 be protruded to such an extent that it can be easily connected to the installation connection division member 18 connected to the upper side. projection amount 0, that is, the upper surface flush of precast roof slab S P, the mounting for connection dividing member 18 which is connected to the upper may also be joined by welding or the like.

【0014】床版の施工に当たっては、天井側の所定の
位置に前記プレキャスト天井床版S P を固定する。この
際、既に施工されている下層階の床版Sの床側レール金
物1と、これから設置されるプレキャスト天井床版SP
の天井側レール金物2とが所定の離間距離を空けてかつ
レール全長に亘って同一鉛直線上にきっちりと配設され
るために下記の方法が好適に採用される。
[0014] In the construction of the floor slab, the predetermined on the ceiling side
Position the precast ceiling floor slab S PIs fixed. this
At this time, the floor side rail metal of the floor slab S of the lower floor already constructed
Object 1 and precast ceiling slab S to be installedP
At a predetermined distance from the ceiling-side rail hardware 2 and
It is arranged exactly on the same vertical line over the entire length of the rail.
For this purpose, the following method is suitably employed.

【0015】本発明においては、図6に示されるよう
に、天井側レール金物2のリップ溝2aに対して頭部を
嵌入させた吊りボルト21を設け、この吊りボルト21
から下げ振り22を垂下させる。そして、下げ振り22
の錘22aを床側レール金物1のリップ溝1aに対して
合わせるとともに、図7に示されるように、前記吊りボ
ルト21をリップ溝2aに沿って移動させ、レール金物
1、2の全長に亘って同一鉛直線上にあるかを確かめ固
定する。
In the present invention, as shown in FIG. 6, a suspension bolt 21 whose head is fitted into the lip groove 2a of the ceiling side rail fitting 2 is provided.
From below. And the down swing 22
The weight 22a is aligned with the lip groove 1a of the floor-side rail hardware 1, and the suspension bolt 21 is moved along the lip groove 2a as shown in FIG. Make sure they are on the same vertical line and fix them.

【0016】プレキャスト天井床版SP が所定の位置に
位置決めされたならば、該プレキャスト天井床版SP
足場としながらその上面側に鉄筋を組むとともに、プレ
キャスト天井床版SP から突出している据付用接続分割
部材16の上部に上側の据付用接続分割部材18を接合
し、そしてこの据付用接続分割部材18に床側レール金
物1を据え付ける。
[0016] If the precast ceiling slab S P is positioned at a predetermined position, the Crossed rebar on the upper surface side while the precast ceiling slab S P and scaffolding, and protrudes from the precast ceiling slab S P The upper installation connection division member 18 is joined to the upper part of the installation connection division member 16, and the floor-side rail hardware 1 is installed on the installation connection division member 18.

【0017】かかる天井側レール金物2と床側レール金
物1との接続構造において、前記天井側レール金物2の
室外側上部には据付用接続部材16の平面的配向方向を
規制するための部材長手方向に沿った起立片2cが形成
され、一方据付用接続分割部材16には前記起立片2c
に当接する接当部16cが形成され、これらの接当関係
により先ず前記据付用接続分割部材16が所定の平面的
配向方向に固定されており、他方床側レール金物1側に
おいても、前記床側レール金物1の室外側下部には据付
用接続分割部材18の平面的配向方向を規制するための
部材長手方向に沿った起立片1cが形成され、一方据付
用接続分割部材18には前記起立片1cに当接する接当
部18cが形成され、これらの接当関係により前記据付
用接続分割部材18が所定の平面的配向方向に固定され
るようになっている。そして、図5に示されるように、
床側レール金物1と据付用接続分割部材18とが一体化
されたユニットを持ち込み、据付用接続分割部材16の
L字フランジ16b面に対して据付用接続分割部材18
のL字フランジ18a面を密着させ、連結ボルト19に
より接合する。
In the connection structure between the ceiling rail fitting 2 and the floor rail fitting 1, a longitudinal member for regulating the planar orientation direction of the installation connection member 16 is provided on the outdoor upper portion of the ceiling rail fitting 2. An upright piece 2c is formed along the direction, while the installation connection dividing member 16 is provided with the upright piece 2c.
The installation connection division member 16 is first fixed in a predetermined planar orientation direction by these contact relations. On the other hand, the floor-side rail hardware 1 side also has the floor connection rail 16. An erecting piece 1c is formed at the lower part of the side rail metal member 1 outside the outdoor side to restrict the planar orientation direction of the installation connection dividing member 18 along the longitudinal direction of the member. A contact portion 18c that contacts the piece 1c is formed, and the contact connection portion 18c is fixed in a predetermined planar orientation direction by the contact relationship. And, as shown in FIG.
The unit in which the floor-side rail hardware 1 and the installation connection dividing member 18 are integrated is brought in, and the installation connection division member 18 is mounted on the L-shaped flange 16 b of the installation connection division member 16.
The surfaces of the L-shaped flanges 18a are brought into close contact with each other and joined by connecting bolts 19.

【0018】なお、前記本例では据付用接続分割部材1
6と、据付用接続分割部材18との接合に当り、レール
金物1、2長手方向の複数箇所における結合により、レ
ール金物1、2の両者が同一方向に位置決めされること
を前提としているが、好ましくは破線で示すように、据
付用接続分割部材16にボルト等により取付面と同一と
するための接当起立片24を固定しておくのが望まし
い。また、天井側レール金物2と据付用接続分割部材1
6との接合部は、前記据付用接続分割部材16の側をL
字フランジ16aとし、天井側レール金物2の上面に密
着する座面部16dを形成しておき、きっちりと鉛直方
向に起立できるようにした上でボルト17により固定す
るのがよい。床側レール金物1と据付用接続分割部材1
8との接合部構造も同様である。また、上記の据付用接
続分割部材18として、長さ寸法の異なる複数種類のも
のを容易しておけば、図8に示されるように、段差コン
クリートSO があり、スラブ厚さが局所的に異なるよう
な場合に対しても容易に対処することができるようにな
る。
In this embodiment, the connecting and dividing member 1 for installation is used.
6 and the connection splitting member 18 for installation, it is assumed that both the rail hardware 1 and 2 are positioned in the same direction by coupling at a plurality of locations in the longitudinal direction of the rail hardware 1 and 2. Preferably, as shown by the broken line, it is desirable to fix the contact upstanding piece 24 to the mounting connection division member 16 with a bolt or the like to make the same as the mounting surface. In addition, the ceiling side rail hardware 2 and the installation connection dividing member 1
6 is connected to the installation connection dividing member 16 by L
It is preferable to form a U-shaped flange 16a and form a seating surface portion 16d which is in close contact with the upper surface of the ceiling rail metal fitting 2 so that it can be stood upright in the vertical direction and then fixed with bolts 17. Floor side rail hardware 1 and installation connection dividing member 1
The same applies to the structure of the joint portion 8. Moreover, if a plurality of types of connection connection members 18 having different lengths are easily provided as the above-described installation connection member 18, as shown in FIG. 8, there is a step concrete S O and the slab thickness is locally reduced. It is possible to easily cope with different cases.

【0019】ところで、本例では、輸送等に対する配慮
から据付用接続部材を部材16と部材18とに分割した
構造のものについて詳述したが、床版厚さが薄い場合や
輸送時の難を許容するならば、分割することなく単一部
材とすることでもよい。また、レール金物1、2および
壁面建具10に関してそのバリエーションは任意であ
る。たとえば図9(A)に示されるように直線状のレー
ル金物1、2を使用して同一面状に壁面建具10を建込
むことでもよいし、図9(B)に示されるようにレール
金物1、2に折れ部を形成して壁面建具10に出隅およ
び入隅を設けるようにしてもよい。さらに、図9(C)
に示されるように、曲線状のレール金物1、2として曲
面状の壁面建具10を建込むようにすることもできる。
By the way, in this embodiment, the structure in which the connecting member for installation is divided into the member 16 and the member 18 has been described in detail in consideration of transportation and the like. If permitted, a single member may be used without division. Further, the variations of the rail hardware 1, 2 and the wall fitting 10 are arbitrary. For example, as shown in FIG. 9 (A), the wall fitting 10 may be laid in the same plane using the linear rail hardware 1 and 2, or as shown in FIG. 9 (B). A bent part may be formed in 1 and 2, and the wall surface fitting 10 may be provided with an outside corner and an inside corner. Further, FIG. 9 (C)
As shown in FIG. 1, a curved wall fitting 10 can be erected as the curved rail fittings 1 and 2.

【0020】以上、床版Sをプレキャスト天井床版SP
と現場打設コンクリートSGとから構成する施工方法に
ついて詳述したが、本発明は床版厚のすべてが現場打設
される施工方法の場合であっても同様に適用することが
可能である。すなわち、床版下面側に支保工を組んだ後
に、型枠を配設するとともに、天井側レール金物2を設
置し、次いでこの天井側レール金物2に据付用接続部材
を固定するとともに、床側レール金物1を固定し、かつ
鉄筋を組立て、コンクリートを打設することによって床
版Sを施工することでもよい。
[0020] As described above, the floor slab S precast ceiling slab S P
And have been described in detail the construction method of constructing and a field punch set concrete S G, the present invention can be all the slab thickness is similarly applied to a case of the construction methods situ hitting set . That is, after assembling the support on the lower surface side of the floor slab, the formwork is arranged, the ceiling-side rail hardware 2 is installed, and then the connection member for installation is fixed to the ceiling-side rail hardware 2 and the floor side is fixed. The floor slab S may be constructed by fixing the rail hardware 1, assembling the reinforcing steel, and casting concrete.

【0021】[0021]

【発明の効果】以上詳説のとおり、本発明によれば、階
が上下方向に複数重ねる階層建物において、設置精度を
確保しながら各階の床版に所定の埋込み金物等を効率良
く施工していくことができるようになる。
As described above in detail, according to the present invention, in a multi-story building in which a plurality of floors are vertically stacked, a predetermined embedded hardware or the like is efficiently installed on the floor slab of each floor while ensuring the installation accuracy. Will be able to do it.

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

【図1】本発明が適用される窓部構造例の縦断面図であ
る。
FIG. 1 is a longitudinal sectional view of an example of a window structure to which the present invention is applied.

【図2】その横断面図である。FIG. 2 is a cross-sectional view thereof.

【図3】床版部の縦断面図である。FIG. 3 is a vertical sectional view of a floor slab.

【図4】プレキャスト天井床版の要部斜視図である。FIG. 4 is a perspective view of a main part of a precast ceiling floor slab.

【図5】プレキャスト天井床版に対する据付用接続分割
部材および床側レール金物の接合要領図である。
FIG. 5 is a connection procedure diagram of the installation connection dividing member and the floor-side rail hardware to the precast ceiling slab.

【図6】階層空間を挟んで対面配置で設置される一対の
レール金物間での位置調整要領図である。
FIG. 6 is a position adjustment procedure diagram between a pair of rail hardwares installed in a face-to-face arrangement across a hierarchical space.

【図7】その斜視図である。FIG. 7 is a perspective view thereof.

【図8】床版構造の他例を示す縦断面図である。FIG. 8 is a longitudinal sectional view showing another example of the floor slab structure.

【図9】レール金物の平面形状例図である。FIG. 9 is a diagram illustrating an example of a planar shape of a rail hardware.

【図10】従来の窓部構造例の縦断面図である。FIG. 10 is a longitudinal sectional view of a conventional window structure example.

【符号の説明】[Explanation of symbols]

1…床側レール金物、2…天井側レール金物、3・4…
固定ボルト、5・6…取付ブラケット、7・8…建具取
付ボルト、10…壁面建具、11…セットボルト、13
・15…レインバリヤ、16・18…据付用接続分割部
材、21…吊りボルト、22…下げ振り。
1 ... Folder rail hardware 2 ... Ceiling rail hardware 3,4 ...
Fixing bolts, 5.6 mounting brackets, 7.8 fitting fixture mounting bolts, 10 wall fittings, 11 set bolts, 13
· 15: Rain barrier, 16 · 18: Connection dividing member for installation, 21: Hanging bolt, 22: Swing down.

─────────────────────────────────────────────────────
────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成12年11月14日(2000.11.
14)
[Submission date] November 14, 2000 (200.11.
14)

【手続補正2】[Procedure amendment 2]

【補正対象書類名】図面[Document name to be amended] Drawing

【補正対象項目名】全図[Correction target item name] All figures

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【図1】 FIG.

【図2】 FIG. 2

【図3】 FIG. 3

【図7】 FIG. 7

【図4】 FIG. 4

【図5】 FIG. 5

【図6】 FIG. 6

【図8】 FIG. 8

【図9】 FIG. 9

【図10】 FIG. 10

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) E04C 2/30 E04C 2/30 Y E04B 5/02 2/50 K (72)発明者 金田 順光 東京都千代田区内幸町2−2−3 川崎製 鉄株式会社内 (72)発明者 西見 勇夫 東京都品川区大崎1丁目11番1号 新日軽 株式会社内──────────────────────────────────────────────────の Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat ゛ (Reference) E04C 2/30 E04C 2/30 Y E04B 5/02 2/50 K (72) Inventor Junmitsu Kaneda Tokyo 2-2-3 Uchisaiwai-cho, Chiyoda-ku Kawasaki Steel Corp. (72) Inventor: Isao Nishimi 1-1-11 Osaki, Shinagawa-ku, Tokyo

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】階が上下方向に重なる階層建物において、
階層空間を間におき床側床版の上面に埋設されている埋
設金物を基準として、天井側床版の下面に埋設される埋
設金物を精度良く設置するための床版施工方法であっ
て、 前記天井側床版に埋設される埋設金物には、階層空間に
臨んで断面略リップ状溝が形成されており、この断面略
リップ状溝に対して溝方向に沿って移動自在のスライド
材を配設するとともに、このスライド材から下げ振りを
吊下し、 前記スライド材を前記断面略リップ状溝に沿って移動さ
せるとともに、少なくとも部材長手方向の2ヶ所におい
て上側埋設金物と下側埋設金物との相対的位置の確認を
行い、天井側床版の下面に埋設される埋設金物が同一鉛
直線上となるようにすることを特徴とする階層建物の床
版施工方法。
1. In a story building where floors overlap vertically,
A floor slab construction method for accurately installing buried hardware buried on the lower surface of the ceiling slab, with the buried metal buried on the upper surface of the floor slab with the hierarchical space therebetween, The buried metal buried in the ceiling side slab is formed with a substantially lip-shaped groove in cross section facing the hierarchical space, and a slide member movable in the groove direction with respect to the substantially lip-shaped groove in cross section. Along with disposing, suspending a swing from this slide material, moving the slide material along the substantially lip-shaped groove in cross section, and at least at two places in the longitudinal direction of the member, an upper buried metal part and a lower buried metal part. A floor slab construction method for a multi-story building, characterized in that the relative positions of the floor slabs are checked so that the buried hardware buried under the ceiling side slabs is on the same vertical line.
JP2000337670A 2000-11-06 2000-11-06 Floor slab construction method for multi-story buildings Expired - Fee Related JP3430488B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000337670A JP3430488B2 (en) 2000-11-06 2000-11-06 Floor slab construction method for multi-story buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000337670A JP3430488B2 (en) 2000-11-06 2000-11-06 Floor slab construction method for multi-story buildings

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP09109373A Division JP3140983B2 (en) 1997-04-25 1997-04-25 Floor slab construction method for multi-story buildings

Publications (2)

Publication Number Publication Date
JP2001164758A true JP2001164758A (en) 2001-06-19
JP3430488B2 JP3430488B2 (en) 2003-07-28

Family

ID=18813016

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000337670A Expired - Fee Related JP3430488B2 (en) 2000-11-06 2000-11-06 Floor slab construction method for multi-story buildings

Country Status (1)

Country Link
JP (1) JP3430488B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111636658B (en) * 2020-06-01 2021-12-14 深圳市湛艺建设集团有限公司 Construction device and construction method for building decoration wall surface

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