JPS5818500Y2 - Building or structure face plate construction structure - Google Patents

Building or structure face plate construction structure

Info

Publication number
JPS5818500Y2
JPS5818500Y2 JP1978170192U JP17019278U JPS5818500Y2 JP S5818500 Y2 JPS5818500 Y2 JP S5818500Y2 JP 1978170192 U JP1978170192 U JP 1978170192U JP 17019278 U JP17019278 U JP 17019278U JP S5818500 Y2 JPS5818500 Y2 JP S5818500Y2
Authority
JP
Japan
Prior art keywords
positioning
face plate
building
roof
concrete
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.)
Expired
Application number
JP1978170192U
Other languages
Japanese (ja)
Other versions
JPS5586836U (en
Inventor
元旦 船木
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP1978170192U priority Critical patent/JPS5818500Y2/en
Publication of JPS5586836U publication Critical patent/JPS5586836U/ja
Application granted granted Critical
Publication of JPS5818500Y2 publication Critical patent/JPS5818500Y2/en
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 この考案は、建築物又は構築物のコンクリートを打ち込
んだコンクリート打設面(例えば屋根等)に防火、防水
又は化粧等の目的をもって敷設される面板(屋根板等)
を水平に又は所望の傾斜状態で施工する建築物又は構築
物の面板施工構造に関するものである。
[Detailed description of the invention] This invention is a face plate (roof plate, etc.) that is laid on a concrete-concrete surface (for example, a roof) of a building or structure for the purpose of fire prevention, waterproofing, or decoration.
This invention relates to a face plate construction structure for a building or structure that is constructed horizontally or at a desired inclination.

建築物又は構築物のコンクリートを打ち込んだ屋根又は
これに相当する部分には、防火性の向上、雨水による浸
蝕、滲透等の外部からの影響防止又は外観的体裁上、コ
ンクリート打設面をそのまま露出しておくのではなく、
面板を敷設することが多い。
For the roof or equivalent part of a building or structure where concrete is poured, the surface where the concrete is poured should be exposed as is in order to improve fire protection, prevent external influences such as erosion and seepage caused by rainwater, or for aesthetic reasons. Rather than keeping
A face plate is often installed.

ところが屋根等にコンクリートを打設する場合、コンク
リート自体あまり流動性がないため、その打設面を平ら
にすることは難かしく、一般にある方向に傾斜したり、
或いは部分的に凹凸が発生したりする。
However, when pouring concrete onto a roof, etc., the concrete itself does not have much fluidity, so it is difficult to make the pouring surface flat, and it is generally sloped in a certain direction, or
Alternatively, unevenness may occur partially.

このコンクリート打設面に屋根板を敷設しても、屋根全
体がコンクリート打設面に対応して一部が傾斜したり或
いは凹凸ができて、平らに施工することは甚だ困難であ
った。
Even if a roof plate is laid on this concrete pouring surface, a portion of the entire roof is sloped or has irregularities corresponding to the concrete pouring surface, making it extremely difficult to construct the roof evenly.

本考案はこのような事情に鑑みてなされたもので、その
特徴は、屋根等のコンクリート打設面に雌ネジ穴を有す
るアシ力を複数本埋設し、これらアンカにボルトとナツ
トにより位置決金具をレベル出しして取付け、この金具
を基準として利用することにより、コンクリート打設面
の表面状態とは関係なく、屋根板等の面板を傾斜や凹凸
なく水平に又は所望の傾斜で敷設できるようにした面板
施工構造にある。
The present invention was developed in view of these circumstances, and its feature is that multiple anchors with female screw holes are buried in the concrete pouring surface such as the roof, and positioning fittings are attached to these anchors using bolts and nuts. By leveling and installing the metal fittings and using this metal fitting as a reference, it is possible to lay roof plates and other face plates horizontally without slope or unevenness, or at a desired slope, regardless of the surface condition of the concrete pouring surface. It has a face plate construction structure.

また、面板の敷設施工の際、位置決金具間にたる木部材
を架設して固定するのであるが、実際の施工時、金具と
たる木部材の固定位置が多少異なることがあるため(例
えば、コンクリート打設面内部の鉄筋が邪魔になって所
望位置にアンカを埋設できない等による埋設誤差、組付
は時の施工誤差等により生じる)、多少余裕をもって固
定できるように構威しである。
Also, when laying the face plate, rafters are installed and fixed between the positioning fittings, but during actual construction, the fixing positions of the fittings and the rafters may be slightly different (for example, concrete The anchor is designed to be fixed with some margin (due to errors in embedding, such as not being able to bury the anchor in the desired position due to reinforcing bars inside the construction surface being in the way, and errors in assembly during construction, etc.).

以下、本考案を適用した屋根の一実施例を図面により説
明すると、1・・・・・・はアンカで、本実施例の場合
、その略中央で軸方向に雌ネジ穴2を設けである。
Hereinafter, an embodiment of a roof to which the present invention is applied will be explained with reference to the drawings. 1... is an anchor, and in the case of this embodiment, a female threaded hole 2 is provided in the axial direction at approximately the center of the anchor. .

そして、使用に際しては、コンクリートの打ち込み時、
所望位置(例えば、後述するようにたる木部材を支持す
る位置)に揃えて列状にコンクリート打設面3に埋設す
る。
When using it, when pouring concrete,
They are buried in the concrete placement surface 3 in rows aligned at desired positions (for example, positions for supporting rafters as described later).

この場合、コンクリート打設面の表面状態を特に正確に
することがなく、アンカド・・・・・もその高さ位置を
大体にしてよいがら簡単かつ迅速に行なうことができる
In this case, there is no need to make the surface condition of the concrete pouring surface particularly accurate, and anchoring can be carried out easily and quickly even though the height position can be set approximately.

次に、コンクリートの硬化を待って、アンカド・・・・
・の雌ネジ穴2にボルト4を挿入して螺着せしめる。
Next, wait for the concrete to harden, and then...
・Insert the bolt 4 into the female screw hole 2 and screw it in.

しかしボルト頭部4aの下面に溝型下向きの位置決金具
5をその略中央に形成した凹部5aに穿設した取付穴6
を介して嵌め込み、その下方からナツト7を螺着して固
定する。
However, a mounting hole 6 is formed in a concave portion 5a in which a groove-shaped downward positioning fitting 5 is formed approximately in the center of the lower surface of the bolt head 4a.
, and screw the nut 7 from below to fix it.

このようにして位置決金具5を固定したボルト4を、こ
の金具5がレベル出しした位置になるようにして、例え
ばアンカド・・・・・の列に糸や板をあてがって水準器
等によりレベル出しをしたその位置までアンカド・・・
・・の雌ネジ穴2に螺着し、したる後、予めボルト4に
螺着させておいたナツト8をアンカネジ穴端部1aに下
して螺着係合させて、固定する。
The bolt 4 with the positioning metal fitting 5 fixed in this way is placed in the position where the metal fitting 5 is leveled.For example, place a thread or plate on the row of anchors and level it using a spirit level or the like. Anchor to the position where you put out...
After screwing into the female screw hole 2 of..., the nut 8, which has been screwed onto the bolt 4 in advance, is lowered into the end 1a of the anchor screw hole and screwed into engagement to fix it.

これにより、各位置決金具5・・・・・・の上面を結ぶ
線が、コンクリート打設面3の凹凸又は傾斜状態に拘わ
らず、水平に又は所望の傾斜状態になる。
As a result, the line connecting the upper surfaces of each positioning fitting 5 becomes horizontal or in a desired inclined state, regardless of the unevenness or inclined state of the concrete placement surface 3.

本実施例の場合、位置決金具5は第3図に示すように、
プレス等により成形され、両側縁を下向き延部として補
強した溝型としであるが、特に限定されず、場合によっ
ては単なる平板であってもよい。
In the case of this embodiment, the positioning fitting 5 is as shown in FIG.
The groove shape is formed by pressing or the like and reinforced with downwardly extending portions on both side edges, but is not particularly limited, and may be a simple flat plate depending on the case.

また、略中央に凹部5aを設け、ボルト4の頭部4aを
収納するようにしであるが、これに限らず、頭部4aが
突出するようにしてあってもよい(ただ、後述するよう
この上面に架設されるたる木部材が平板形状の場合は凹
部5aがあった方が好ましい)。
Further, although a recess 5a is provided approximately in the center to accommodate the head 4a of the bolt 4, the present invention is not limited to this, and the head 4a may protrude (however, as described later, this If the rafter member installed on the upper surface is in the shape of a flat plate, it is preferable that there be a recess 5a).

このようにして固定した各位置決具5・・・・・・の少
なくとも2以上の金具、例えば屋根のいずれかの方向に
一列に揃えた金具間に、溝型のたる木部材9を下向きに
して架設する。
A groove-shaped rafter member 9 is placed facing downward between at least two or more metal fittings of each positioning tool 5 fixed in this way, for example, metal fittings aligned in a row in either direction of the roof. erect.

この場合、たる木部材9は特に限定されず、木材等であ
ってもよいが、本実施例では金属材からなり、左右の側
面部下端を外向に延出させて縁部10,10を形成し、
この縁部10を上記金具5の上面に載せるようにしであ
る。
In this case, the rafter member 9 is not particularly limited and may be made of wood or the like, but in this embodiment, it is made of a metal material, and the lower ends of the left and right side surfaces extend outward to form the edges 10, 10. ,
This edge 10 is placed on the upper surface of the metal fitting 5.

このたる木部材を溝型としたのは、強度の向上と同時に
、溝の上面と縁部により形威される段部空間を後述する
ように断熱空間等として利用するためで、場合によって
は、単なる平板としてのたる木部材であってもよい。
The reason why this rafter member is made into a groove type is to improve the strength and at the same time to use the step space defined by the top surface and edge of the groove as a heat insulating space as described later. It may also be a rafter member in the form of a flat plate.

平板の場合は、上述のようにボルト頭部4aが金具5の
凹部5aに収納される構造が好ましい。
In the case of a flat plate, it is preferable to have a structure in which the bolt head 4a is accommodated in the recess 5a of the metal fitting 5 as described above.

そして、上記たる木部材9と位置決金具5との具体的固
定は特に限定されないが、重合された縁部10と金具5
の上面に夫々透孔10 a 、5 bを設け、これら透
孔10 a 、5 bにボルトとナツトやバンド等から
なる固定手段15を装着して行なってもよいし、或いは
この部分を溶接してもよい。
Although the concrete fixing of the rafter member 9 and the positioning fitting 5 is not particularly limited, the overlapped edge 10 and the fitting 5 are
This may be done by providing through holes 10a and 5b in the upper surface of the case, respectively, and attaching fixing means 15 made of bolts, nuts, bands, etc. to these through holes 10a and 5b, or by welding these parts. It's okay.

上記ボルトとナツトの固定手段による場合、実際の施工
時、各透孔10 a 、5 bが多少喰い違うことがあ
る。
When using the bolt and nut fixing means described above, the through holes 10a and 5b may be slightly misaligned during actual construction.

例えば、コンクリート打設面の鉄筋が邪魔になって所望
位置にアンカが埋設できないこと、アンカがコンクリー
ト打設時、動くこと等により埋設位置に誤差が出た場合
、組付は時の施工により誤差が出た場合等に生じるため
、多少余裕がもてるように各透孔10 a 、5 bを
誤差を吸収する方向に長孔とすることが好ましい。
For example, if the anchor cannot be buried in the desired position because the reinforcing bars on the concrete pouring surface get in the way, or if there is an error in the buried position due to the anchor moving during concrete pouring, the assembly may have errors due to the construction at the time. It is preferable to make each through hole 10a, 5b a long hole in the direction to absorb the error so that there is some margin.

本実施例の場合、透孔5bをたる木部材9に直交する方
向に長くしてたる木部材9の幅方向の誤差を吸収し、透
孔10 aをたる木部材9の軸方向に長くして軸方向の
誤差を吸収するようにしである。
In the case of this embodiment, the through hole 5b is lengthened in the direction perpendicular to the rafter member 9 to absorb the error in the width direction of the rafter member 9, and the through hole 10a is lengthened in the axial direction of the rafter member 9 to absorb the error in the width direction of the rafter member 9. This is to absorb the error.

また、長孔の代りに小孔を複数−列に穿設してもよい。Furthermore, instead of long holes, a plurality of rows of small holes may be formed.

したがって、アンカの埋設、各部分の施工をあまり気を
使うことなく迅速に行なうことができる。
Therefore, the anchor can be buried and each part can be constructed quickly without much care.

このようにして屋根のコンクリート打設面3上に複数本
のたる木部材9・・・・・・を所望間隔をおいて並列す
る。
In this way, a plurality of raft members 9 are arranged in parallel at desired intervals on the concrete pouring surface 3 of the roof.

このたる木部材上面に屋根板としての面板11・・・・
・・を並べて敷設する。
On the top surface of this raft member is a face plate 11 as a roof plate...
Lay them out side by side.

屋根板としては公知の種々のものを使用できるが、例え
ば上縁に上向U字型に形威した保合部12を設けるとと
もに、下縁に下向U字型に形成した係止部13を設けた
ものを用いる場合には、たる木部材9の上面部に長さ方
向に切起爪14を形威し、この爪先端の下向鉤型止着部
14′を上記係合部12に嵌め込み、ハンマ等で叩いて
止着せしめる。
Various known roof plates can be used, but for example, a retaining part 12 shaped like an upward U-shape is provided on the upper edge, and a locking part 13 formed in a downward U-shape is formed on the lower edge. In the case of using the rafter member 9, cut and raised claws 14 are formed in the length direction on the upper surface of the rafter member 9, and the downward hook-shaped fastening portion 14' at the tip of the claw is attached to the engaging portion 12. Fit it in and hit it with a hammer to secure it.

次に、この部分に隣接する他の屋根板の係止部13を被
せて係止させ、順次、屋根板を敷設すればよい。
Next, the locking portion 13 of another roof board adjacent to this part is placed over and locked, and the roof boards are laid one after another.

このようにして敷設された屋根板はアンカ1に固定され
た位置決金具5がレベル出しされることから、一部分で
傾斜したり部分的に凹凸することなく、全体として高い
精度をもって水平に又は所望の傾斜状態に施工される。
Since the positioning metal fittings 5 fixed to the anchors 1 are leveled, the roof sheets laid in this way are placed horizontally or as desired with high accuracy as a whole, without being slanted or uneven in some parts. It will be constructed on a slope.

そして、さらに必要な場合には、隣り合うたる木部材9
,9の縁部10,10間に野地板16を渡し、屋根板1
1との間に空間を設け、この空間に本実施例の場合のよ
うに断熱材17を充填して断熱効果の向上を図ってもよ
いし、又は空間のままにし軒先がらの空気を入れて棟か
ら排気するようにするが、或いは結露空間として利用す
るようにしてもよい。
If further necessary, the adjacent rafter members 9
, 9, pass the roofing board 16 between the edges 10, 10 of the roof board 1
1, and fill this space with a heat insulating material 17 as in the case of this embodiment to improve the heat insulation effect, or leave it as a space and let air in from the eaves. It is designed to exhaust air from the ridge, but it may also be used as a dew condensation space.

以上から明らかなように本考案によれば、建築物又は構
築物のコンクリート打設面に、打設の平面性とは関係な
く、簡単かつ迅速に面板を水平にしたり所望の傾斜状態
に施工することができる。
As is clear from the above, according to the present invention, it is possible to easily and quickly level the face plate or construct the desired slope on the concrete pouring surface of a building or structure, regardless of the flatness of the concrete pouring. I can do it.

また、位置決金具とたる木部材の固定は多少余裕をもっ
て行なうことができるようにしであるため、アンカの埋
設誤差、組付は時の施工誤差があっても何等支障なく確
実なレベル出しによって迅速に行なうことができる。
In addition, since the positioning bracket and the rafter members can be fixed with some margin, even if there are errors in embedding the anchors or installation errors during construction, there will be no problems and the leveling can be achieved quickly. can be done.

尚、上述の実施例においては、コンクリート製屋根の場
合について説明してきたが、本考案は屋根の場合に限ら
ず、同様の問題を有する他のコンクノート打設面に面板
を施工する場合にも、その要旨を変更しない範囲で応用
できる。
In the above embodiments, the case of a concrete roof has been explained, but the present invention is applicable not only to the case of a roof but also to the case of constructing a face plate on other conch notebook surfaces that have similar problems. , it can be applied without changing its gist.

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

図面は本考案を適用した屋根の一実施例を示すもので、
第1図は一部分解斜視図、第2図は要部の拡大縦断面図
、第3図は位置決金具の斜視図である。 1・・・・・・アンカ、2・・・・・・アンカの雌ネジ
穴、3・・・・・・コンクリート打設面、4・・・・・
・ボルト、5・・・・・・位置決金具、9・・・・・・
たる木部材、11・・・・・・面板。
The drawing shows an example of a roof to which the present invention is applied.
FIG. 1 is a partially exploded perspective view, FIG. 2 is an enlarged vertical sectional view of the main part, and FIG. 3 is a perspective view of the positioning fitting. 1...Anchor, 2...Female screw hole of anchor, 3...Concrete pouring surface, 4...
・Bolt, 5...Positioning bracket, 9...
Tartar members, 11... Face plate.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 建築物又は構築物のコンクリート打設面に、雌ネジ穴を
軸方向に形成したアンカを複数本適宜列に揃えて埋設し
、上記アンカに頭部に位置決金具を固定したボルトを位
置決金具かレベル出しした位置になるようにして螺着す
るとともに、該ボルトのアンカネジ穴端部をナツトで固
定し、位置決金具と位置決金具間に架設するたる木部材
とにほたる木部材の長手方向及び幅方向の誤差を吸収す
るための透孔を設けて上記位置決金具間にたる木部材を
架設し、該たる木部材間に面板を敷設したことを特徴と
する建築物又は構築物の面板施工構造。
A plurality of anchors with female screw holes formed in the axial direction are buried in the concrete surface of the building or structure in appropriate rows, and bolts with positioning fittings fixed to the heads are attached to the anchors with the positioning fittings. Screw in the bolt so that it is in the leveled position, fix the end of the anchor screw hole of the bolt with a nut, and attach it to the positioning bracket and the rafter member installed between the positioning brackets in the longitudinal direction and width of the firefly wood member. A face plate construction structure for a building or structure, characterized in that a rafter member is constructed between the positioning fittings with a through hole for absorbing a directional error, and a face plate is laid between the rafter members.
JP1978170192U 1978-12-13 1978-12-13 Building or structure face plate construction structure Expired JPS5818500Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1978170192U JPS5818500Y2 (en) 1978-12-13 1978-12-13 Building or structure face plate construction structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1978170192U JPS5818500Y2 (en) 1978-12-13 1978-12-13 Building or structure face plate construction structure

Publications (2)

Publication Number Publication Date
JPS5586836U JPS5586836U (en) 1980-06-16
JPS5818500Y2 true JPS5818500Y2 (en) 1983-04-15

Family

ID=29172949

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1978170192U Expired JPS5818500Y2 (en) 1978-12-13 1978-12-13 Building or structure face plate construction structure

Country Status (1)

Country Link
JP (1) JPS5818500Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6128836U (en) * 1984-07-26 1986-02-21 三菱重工業株式会社 reinforced concrete structure

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS491929U (en) * 1972-04-07 1974-01-09
JPS51103621U (en) * 1975-02-19 1976-08-19

Also Published As

Publication number Publication date
JPS5586836U (en) 1980-06-16

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