JPH07259243A - Extrusion-molded cement plate with built-in framework for panel construction method and manufacture thereof - Google Patents

Extrusion-molded cement plate with built-in framework for panel construction method and manufacture thereof

Info

Publication number
JPH07259243A
JPH07259243A JP5703494A JP5703494A JPH07259243A JP H07259243 A JPH07259243 A JP H07259243A JP 5703494 A JP5703494 A JP 5703494A JP 5703494 A JP5703494 A JP 5703494A JP H07259243 A JPH07259243 A JP H07259243A
Authority
JP
Japan
Prior art keywords
frame
panel
extruded cement
built
extrusion
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
JP5703494A
Other languages
Japanese (ja)
Inventor
Yuji Shinobu
裕司 忍
Shin Niimi
伸 新實
Masahiko Goto
礼彦 後藤
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.)
Takenaka Komuten Co Ltd
Original Assignee
Takenaka Komuten 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 Takenaka Komuten Co Ltd filed Critical Takenaka Komuten Co Ltd
Priority to JP5703494A priority Critical patent/JPH07259243A/en
Publication of JPH07259243A publication Critical patent/JPH07259243A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To reduce cost by integrating a structural steel surrounding frame into hollow holes at both ends of an extrusion-molded cement plate and grooves, cut at both end faces orthogonal to the extruding direction, to form a panel. CONSTITUTION:A rectangular structural steel surrounding frame 9 such as a rectangular pipe is integrally built in hollow holes 7 at both ends of an extrusion-molded cement plate 6 and grooves 8, cut at both end faces orthogonal to the extruding direction, to form a panel. A wall panel 6a and the plate 6 serving as the first floor panel are supported on foundations 24, 25, and upper and lower floor wall panels 6a and a second-floor floor panel 6b fitted with a suspended ceiling are fitted through a beam 32. The structure body and finishing material are thereby integrated with each other so as to be able to shorten a construction period.

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、パネル工法用軸組内蔵
押出成形セメント板とその製造法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an extrusion-molded cement board with a built-in frame for a panel construction method and a method for producing the same.

【0002】[0002]

【従来の技術】従来、準耐火建築物におけるパネル工法
としては、図15に示す木軸より成る上枠1、ころび止
め2、下枠3、竪枠4からなる骨枠の両面に合板より成
る面材5を覆着したパネルを壁材,床材として接合さ
せ、構造強度を形成させた2×4工法,鉄骨枠に面材を
組み合わせたパネルを壁材,床材として接合させ、構造
強度を形成させた鉄骨軸組内蔵式パネル工法,板状に成
形された鉄筋配筋のコンクリートパネルを壁材,床材と
して接合させ、構造強度を形成させたコンクリートパネ
ル工法等がある。
2. Description of the Related Art Conventionally, as a panel construction method for a quasi-fireproof building, a bone frame composed of an upper frame 1, a roll stopper 2, a lower frame 3 and a vertical frame 4 made of a wooden shaft as shown in FIG. The 2x4 construction method in which the panel covering the face material 5 is joined as a wall material and a floor material to form structural strength, and the panel in which the face material is combined with the steel frame is joined as a wall material and a floor material to obtain the structural strength. There is a built-in steel frame type panel construction method, and a concrete panel construction method in which structural strength is formed by joining plate-shaped rebar-reinforced concrete panels as wall and floor materials.

【0003】叙上における壁材,床材として用いられる
各パネルは、各自が構造材としての能力を有し、上述の
骨枠,鉄骨枠,コンクリートに定着した鉄筋配筋が所定
の構造強度を発現させている。
Each panel used as a wall material or floor material in the above-mentioned structure has its own ability as a structural material, and the above-mentioned frame, steel frame, and reinforcing bar anchored in concrete have a predetermined structural strength. It is expressed.

【0004】[0004]

【発明が解決しようとする課題】叙上パネルは構造材と
して強度を付加させねばならぬために強度付与加工が複
雑でカーテンウオールと異なりコスト高になり、更に耐
火性能を欠くものには所定の耐火被覆処理をも施こさね
ばならず、ますますコスト高となる。本発明は、従来の
技術の有するこのような問題点に鑑みてなされたもので
あり、その目的とするところは、非構造材として内外装
材下地に使用されている軽量,安価な押出成形セメント
板に構造強度を付加して、構造材としての耐火性に優れ
る安価なパネル工法用軸組内蔵押出成形セメント板を提
供しようとするものである。
Since the above-mentioned panel has to be added with strength as a structural material, the process of giving strength is complicated and the cost is high unlike curtain wall. A refractory coating must be applied, which further increases the cost. The present invention has been made in view of the above problems of the conventional technique, and an object thereof is a lightweight, inexpensive extrusion-molded cement used as a non-structural material for an interior / exterior material base. It is intended to provide an inexpensive extruded cement board with a built-in frame for a panel construction method, which is excellent in fire resistance as a structural material by adding structural strength to the board.

【0005】[0005]

【課題を解決するための手段】上記目的を達成するため
に、本発明のパネル工法用軸組内蔵押出成形セメント板
は、壁,床パネルとして、押出成形セメント板における
両端の中空の穴と押出し方向に直行する両端面に切削加
工の溝とに角パイプ等の構造鉄骨囲繞枠を組み込みして
なるものである。
In order to achieve the above object, an extrusion-molded cement board with a built-in frame for a panel construction method according to the present invention is used as a wall or floor panel and is extruded with hollow holes at both ends in the extrusion-molded cement board. It is constructed by incorporating a structural steel frame surrounding frame such as a square pipe into a groove for cutting on both end faces orthogonal to the direction.

【0006】押出成形セメント板における両端の中空の
穴に角パイプ等の構造鉄骨を組み込みしてなるものであ
る。押出成形セメント板における両端の中空の穴に角パ
イプ等の構造鉄骨を組み込みすると共に中間の中空の穴
の両端部をモルタル充填で目詰めしてなるものである。
[0006] A structural steel frame such as a square pipe is incorporated in hollow holes at both ends of an extruded cement board. A structural steel frame such as a square pipe is incorporated into hollow holes at both ends of an extrusion-molded cement plate, and both ends of an intermediate hollow hole are filled with mortar.

【0007】押出成形セメント板における両端の中空の
穴に角パイプ等の構造鉄骨を組み込みすると共に押出し
方向に直交する両端面に水平応力伝達用のフラットバー
を覆着してなるものである。押出成形セメント板におけ
る両端の中空の穴に角パイプ等の構造鉄骨を組み込みす
ると共に押出し方向に直交する両端面に水平応力伝達用
のアングルを覆着してなるものである。
[0007] Structural steel frames such as square pipes are incorporated in hollow holes at both ends of an extruded cement board, and flat bars for horizontal stress transmission are attached to both end faces orthogonal to the extruding direction. A structural steel frame such as a square pipe is incorporated in hollow holes at both ends of an extrusion-molded cement board, and horizontal stress transmitting angles are covered on both end faces orthogonal to the extrusion direction.

【0008】押出成形セメント板における両端の中空の
穴に鉄筋を挿通したうえモルタル充填を鉄板で蓋してな
したものである。押出成形セメント板における両端の中
空の穴に鉄筋を挿通したうえモルタル充填を鉄板で蓋し
てなすと共に中間の中空の穴の両端部をモルタル充填で
目詰めしてなるものである。
The extrusion-molded cement plate is made by inserting reinforcing bars into the hollow holes at both ends and filling the mortar with the iron plates. In this method, reinforcing bars are inserted into the hollow holes at both ends of the extruded cement plate, the mortar is filled with iron plates, and both ends of the hollow hole in the middle are filled with mortar.

【0009】押出成形セメント板における両端の中空の
穴に鉄筋を挿通のうえモルタル充填を鉄板で蓋してなす
と共に押出し方向に直交する両端面に水平応力伝達用の
フラットバーを覆着してなるものである。押出成形セメ
ント板における両端の中空の穴に鉄筋を挿通のうえモル
タル充填を鉄板で蓋してなすと共に押出し方向に直交す
る両端面に水平応力伝達用のアングルを覆着してなるも
のである。
[0009] Reinforcing bars are inserted into hollow holes at both ends of the extruded cement plate, the mortar is filled with iron plates, and flat bars for horizontal stress transmission are attached to both end faces orthogonal to the extruding direction. It is a thing. The extrusion-molded cement plate is formed by inserting reinforcing bars into the hollow holes at both ends and covering the mortar with iron plates, and covering both end surfaces orthogonal to the extrusion direction with angles for horizontal stress transmission.

【0010】上記の壁パネルにあっては、表面に縦横2
方向目地模様を施こすを良しとする。吊天井取付けの床
パネルとしては、押出成形セメント板下面押出方向に中
空リブを付形すると共に当該中空リブの下辺に吊ボルト
装着用スリットを空けてなるものである。
In the above wall panel, the surface is vertically and horizontally 2
It is good to apply a direction joint pattern. As a floor panel to be attached to a suspended ceiling, a hollow rib is formed in the extrusion direction on the lower surface of an extrusion-molded cement board, and a hanging bolt mounting slit is formed on the lower side of the hollow rib.

【0011】最初に記載の本発明の壁,吊天井取付けの
ない床パネルとしてのパネル工法用軸組内蔵押出成形セ
メント板の製造法は、中空成形押出の後、養生硬化を待
ち、押出し方向に直行する板両端面に溝を切削加工し、
しかる後、予じめコの字形状に成形の構造鉄骨を両端の
中空の穴と一方の溝とに装着させると共に他方の溝に残
る枠辺に該当する構造鉄骨を装着し、当該構造鉄骨同志
を互いに溶着させて囲繞枠を完成させるとしたものであ
る。
The first described method of manufacturing an extrusion-molded cement board with a built-in frame for a panel construction method as a floor panel without a wall or a suspended ceiling installation according to the present invention is to perform curing after curing by hollow molding, and wait in the extrusion direction. Grooves are cut on both end faces of the orthogonal plate,
After that, the structural steel frame formed in a U-shape is attached to the hollow holes at both ends and one groove, and the structural steel frame corresponding to the frame side remaining in the other groove is attached. The two are welded together to complete the surrounding frame.

【0012】最初に記載の本発明の吊天井取付けの床パ
ネルとしてのパネル工法用軸組内蔵押出成形セメント板
の製造法は、板下面にその下辺にスリットを空けてなる
中空リブを付設しての中空成形押出の後、養生硬化を待
ち、押出し方向に直行する板両端面に溝を切削加工し、
しかる後、予じめコの字形状に成形の構造鉄骨を両端の
中空の穴と一方の溝とに装着させると共に他方の溝に残
る枠辺に該当する構造鉄骨を装着し、当該構造鉄骨同志
を互いに溶着させて囲繞枠を完成させるとしたものであ
る。
The first described method of manufacturing an extruded cement board with a built-in frame for a panel construction method as a floor panel to be mounted on a suspended ceiling according to the present invention is to attach a hollow rib having a slit on the lower side to the lower surface of the board. After the hollow molding extrusion of, wait for curing and cure, cut the groove on both end faces of the plate orthogonal to the extrusion direction,
After that, the structural steel frame formed in a U-shape is attached to the hollow holes at both ends and one groove, and the structural steel frame corresponding to the frame side remaining in the other groove is attached. The two are welded together to complete the surrounding frame.

【0013】[0013]

【作用】構造強度を有しない押出成形セメント板は、少
なくとも縦軸組が内蔵されることによって著しく補強さ
れ、中空穴の介在で断面欠損により水平応力伝達に難が
あるも一応構造材化し得る。これに加えて横軸組をも手
当てしたものにあっては、当該水平応力伝達をも万全な
ものにし得る。つまり、非構造材たる押出成形セメント
板は、構造鉄骨囲繞枠等と一体化された合成効果によ
り、パネル工法におけるパネルとしての強度を具備す
る。垂直荷重等の軸力は鉄骨等が負担し、軸力による鉄
骨の座屈止めおよび層間変位等の面内せん断力は押出成
形セメント板並びに水平鉄骨等が負担する。
The extruded cement board having no structural strength is reinforced remarkably by incorporating at least the vertical axis set, and horizontal stress transmission is difficult due to the lack of a cross section due to the presence of the hollow hole, but it can be made into a structural material. In addition to this, in the case of treating the horizontal framing as well, the horizontal stress transmission can be perfect. That is, the extruded cement board which is a non-structural material has the strength as a panel in the panel construction method due to the synthetic effect integrated with the structural steel frame surrounding frame and the like. The axial force such as vertical load is borne by the steel frame, and the in-plane shear force such as buckling of the steel frame due to the axial force and interlayer displacement is borne by the extruded cement plate and the horizontal steel frame.

【0014】しかして、中空で安価,軽量,耐火性,遮
音性が高い押出成形セメント板の特質をそのまま保持し
て構造強度を具備したものに変身したパネルが提供され
る。しかも、その製造工程も簡易な押出成形セメント板
の工程に極めて簡易な後加工が付加されるにすぎず、低
コストに仕上がる。
Thus, there is provided a panel which is hollow, inexpensive, lightweight, highly resistant to fire, and excellent in sound insulation, and which is transformed into one having structural strength while retaining the characteristics of the extruded cement board. Moreover, the manufacturing process of the extrusion-molded cement board is simply an extremely simple post-processing, and the manufacturing cost is low.

【0015】[0015]

【実施例】実施例について図を参照して説明すると、図
1〜6において、従来、構造強度を有せずカーテンウオ
ールとして用いられている中空に成形の押出成形セメン
ト板6の両端の中空の穴7,7と押出し方向に直行する
両端面に切削加工した溝8,8には角パイプ等の矩形の
構造鉄骨囲繞枠9がビス止め10,…等にて一体的に組
み込まれている。
EXAMPLE An example will be described with reference to the drawings. In FIGS. 1 to 6, hollow extruded cement boards 6 which are conventionally hollow and have no structural strength are used as curtain walls. A rectangular structural steel frame surrounding frame 9 such as a square pipe is integrally incorporated into the holes 7 and 7 and grooves 8 and 8 which are cut on both end faces orthogonal to the extrusion direction by means of screws 10 ,.

【0016】しかして、それまで構造強度を有しなかっ
た板6は、合成効果により、パネル構造におけるパネル
としての強度を具備することになる。かくして、補強さ
れた板6は図1に示す如くパネル工法におけるパネルと
して壁,床に使用されてパネル構造を形成し得る。この
際、外壁パネル6aとして使用の場合には化粧として表
面に縦横2方向目地模様11を施こすと、本石,タイル
模様となって好適である。この外壁パネル6aの場合に
あっては、図2に示す如く、隣接パネル間の喰み合いの
ために両側端面に凹凸付形19を施こすを良しとする。
However, the plate 6 having no structural strength up to that point has a strength as a panel in the panel structure due to the synthetic effect. Thus, the reinforced plate 6 can be used for a wall or floor as a panel in a panel construction method as shown in FIG. 1 to form a panel structure. At this time, when it is used as the outer wall panel 6a, it is preferable to apply a vertical and horizontal two-way joint pattern 11 to the surface as a makeup to form a main stone or a tile pattern. In the case of this outer wall panel 6a, as shown in FIG. 2, it is preferable to form the uneven shape 19 on both end faces for the purpose of interlocking between adjacent panels.

【0017】又、吊天井取付けの床パネル6bとして使
用の場合には、図3に示す如く、板6下面押出し方向に
その下辺に吊ボルト13装着用のスリット14を空けた
中空リブ12を付設するものとする。吊ボルト13の上
端部に取り付けの防振ゴム15,ワッシャー16,ナッ
ト17の径大な部は、板端面の開口より挿入,若しくは
(b)図に示す如く、スリット14に一部切欠き18を
設け、ここより挿入させて、懸吊させれば良い。しかし
て、従来の袋ナット埋設によって吊ボルトを吊っていた
手段に比し簡単であり、補剛に寄与するリブを有効に活
用する合理的なものとなる。
When used as a floor panel 6b for mounting a suspended ceiling, as shown in FIG. 3, a hollow rib 12 having a slit 14 for mounting a hanging bolt 13 is attached to the lower side of the plate 6 in the extrusion direction. It shall be. The large-diameter portion of the anti-vibration rubber 15, the washer 16, and the nut 17 attached to the upper end of the hanging bolt 13 is inserted from the opening of the plate end surface, or partially cut into the slit 14 as shown in FIG. It may be provided by inserting it from here and suspending it. However, it is simpler than the conventional means for suspending the suspension bolt by embedding the cap nut, and it is rational to effectively utilize the rib that contributes to the stiffening.

【0018】吊ボルト13の下端には吊金物20を介し
て野縁受け21が支持され、これに対して野縁22を介
して天井仕上材23が支持されている。吊天井取付けの
必要のない床パネル,壁パネルの場合の製造法は、図4
に示す如く、養生硬化した板6の押出し方向に直行する
板両端面に溝8,8を切削加工し、しかる後、予じめコ
の字形状に成形の該囲繞枠9の一部を成す構造鉄骨9a
を両端の中空の穴7,7と一方の溝8とに装着すると共
に枠9の残部を成す構造鉄骨9bを他方の溝8に装着
し、溶着接合させて囲繞を完成させることよりなる。吊
天井取付けの要ある床パネルの場合の製造法は、押出成
形の際に金型によって板下面に下辺にスリット14を空
けた中空リブ12の付形をするものとし、養生硬化後、
上記の溝8,8の切削加工,構造鉄骨9a,9bの装
着,溶着をすることよりなる。
A field edge receiver 21 is supported on the lower end of the suspension bolt 13 via a hanging metal object 20, and a ceiling finishing material 23 is supported via a field edge 22. Figure 4 shows the manufacturing method for floor panels and wall panels that do not require suspended ceiling installation.
As shown in FIG. 5, grooves 8 are cut on both end faces of the plate 6 that has been cured by curing in a direction perpendicular to the extrusion direction, and thereafter, a part of the surrounding frame 9 formed into a pre-shaped U shape is formed. Structural steel frame 9a
Is attached to the hollow holes 7 and 7 on both ends and one groove 8 and the structural steel frame 9b forming the remaining part of the frame 9 is attached to the other groove 8 and welded and joined to complete the enclosure. In the case of a floor panel that needs to be attached to a suspended ceiling, the manufacturing method is to form a hollow rib 12 having a slit 14 at the lower side on the lower surface of the plate by a mold during extrusion molding, and after curing and curing,
The cutting of the grooves 8 and 8 and the mounting and welding of the structural steel frames 9a and 9b are performed.

【0019】叙上の壁,床パネル6a、床パネル6bに
よるパネル構造が図5に示される。すなわち、基礎2
4,25に壁パネル6a,1階床パネルとしての板6は
支持され、さらに、梁32を介して上,下階の壁パネル
6a,6a、吊天井取付けの2階床の床パネル6bが取
合いされる。図中27は該梁32を被覆するボーダーパ
ネル、28は介装断熱材を示す。
FIG. 5 shows a panel structure including the upper wall, the floor panel 6a and the floor panel 6b. That is, basic 2
4, 25 support the wall panel 6a and the plate 6 as the first-floor panel, and further, through the beam 32, the upper and lower-floor wall panels 6a, 6a and the suspended-ceiling-mounted second-floor floor panel 6b. Argued. In the figure, 27 is a border panel that covers the beam 32, and 28 is an interposed heat insulating material.

【0020】壁パネル6aの内側にあっては、図6に詳
示の如く、内化粧29を施こすを良しとする。非構造材
の押出成形セメント板6の構造材化は、叙上構造鉄骨囲
繞枠9の如く、同材囲繞である必要はない。すなわち、
縦軸組に対し横軸組は省略若しくは軽度な手当でも充分
なことが確認された。
On the inside of the wall panel 6a, it is preferable to apply an internal makeup 29, as shown in detail in FIG. The non-structural extruded cement board 6 does not have to be structured by the same material as the above structural steel frame surrounding frame 9. That is,
It was confirmed that the horizontal axis set was omitted or the minor allowance was sufficient compared to the vertical axis set.

【0021】以下、各例を紹介する。図7は、該穴7,
7には角パイプ等の構造鉄骨30,30をグラウト3
1,31注入で組込みした例であり、当該鉄骨30の開
口端には対梁32取合い用のボルト33を立設の鉄板3
4が覆着している。水平力伝達はセメント板6に頼よ
る。
Each example will be introduced below. FIG. 7 shows the holes 7,
7 is a structural steel frame 30, 30 such as a square pipe.
1, 31 is an example of assembly by injection, and a bolt 33 for mounting the counter beam 32 is installed at the open end of the steel frame 30 in an upright manner.
4 is covered. The horizontal force transmission depends on the cement board 6.

【0022】図8は、図7では水平力伝達に不安の場合
で、中間の中空の穴7′,・・・の両端部にモルタル3
5,・・・を充填して、断面欠損を解消して補強したも
のである。図9は、同趣旨の補強を押出し方向に直交す
る両端面に水平応力伝達用のフラットバー36,36を
タッピングビス37,・・・で覆着することでなしたも
のである。
FIG. 8 shows a case where the horizontal force transmission is unsatisfactory in FIG. 7, and the mortar 3 is provided at both ends of the hollow holes 7 ',.
5, are filled to eliminate cross-section defects and reinforce. FIG. 9 shows that the same purpose of reinforcement is achieved by covering the horizontal stress transmitting flat bars 36, 36 with tapping screws 37, ... On both end surfaces orthogonal to the extrusion direction.

【0023】さらに、図10は、アングル38,38を
タッピングビス37,・・・で覆着することでなしたも
のである。図11は、図7の構造鉄骨30に代えて、穴
7,7に鉄筋39,39を挿通のうえモルタル40,4
0充填を鉄板41,41の蓋のもとにてなしたものであ
る。
Further, FIG. 10 shows that the angles 38, 38 are covered with tapping screws 37, .... FIG. 11 shows that, instead of the structural steel frame 30 of FIG. 7, the reinforcing bars 39, 39 are inserted into the holes 7, 7 and then the mortars 40, 4 are inserted.
The zero filling is performed under the lid of the iron plates 41, 41.

【0024】以下、図12は、該図8の鉄骨30を変更
したものに相当し、図13は図9の変更、図14は図1
0の変更に夫々相当する。なを、図13,14にあって
は鉄板41の役割はフラットバー36,アングル38が
代行している。
Hereinafter, FIG. 12 corresponds to a modification of the steel frame 30 of FIG. 8, FIG. 13 is a modification of FIG. 9, and FIG. 14 is a modification of FIG.
Each change corresponds to a change of 0. However, in FIGS. 13 and 14, the flat bar 36 and the angle 38 substitute for the role of the iron plate 41.

【0025】[0025]

【発明の効果】本発明は、以上説明したように構成され
ているので、以下に記載されるような効果を奏する。 (1)在来の押出成形セメント板の長所である安価,軽
量,耐火性,遮音性をそのまま保持して簡易,低価に構
造強度が補完されているので、在来のパネル工法用パネ
ルに比し大巾なコスト安に仕上がる。 (2)製造に際しては押出し成形後養生硬化をまって極
めて簡易な加工で済み、高能率が期し得る。 (3)パネル構造にした場合にあっては、構造体と仕上
げ材が一体となっており、同時に施工できるため現場建
方工数が低減し工期も早くなる。
Since the present invention is constructed as described above, it has the following effects. (1) Since the structural strength is complemented easily and at low cost while maintaining the advantages of the conventional extruded cement board, such as low cost, light weight, fire resistance, and sound insulation, it is suitable for conventional panel construction panels. Finished at a much lower cost. (2) At the time of manufacturing, curing after curing by curing can be performed by extremely simple processing, and high efficiency can be expected. (3) In the case of the panel structure, the structure and the finishing material are integrated and can be installed at the same time, which reduces the number of on-site construction steps and shortens the construction period.

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

【図1】本発明押出成形セメント板によるパネル構造の
説明図である。
FIG. 1 is an explanatory view of a panel structure using an extrusion molded cement plate of the present invention.

【図2】図1中II〜II矢視断面図である。FIG. 2 is a sectional view taken along the line II-II in FIG.

【図3】(a)は吊天井取付けを要する床パネルの吊り
説明図、(b)は(a)中囲線bの拡大説明図である。
FIG. 3A is an explanatory view of hanging a floor panel that needs to be attached to a suspended ceiling, and FIG. 3B is an enlarged explanatory view of an encircled line b in FIG. 3A.

【図4】本発明押出成形セメント板の構造強度補完要領
説明図である。
FIG. 4 is an explanatory view of a method for complementing the structural strength of the extrusion molded cement plate of the present invention.

【図5】本発明押出成形セメント板を用いたパネル構造
の具体例の説明図である。
FIG. 5 is an explanatory view of a specific example of a panel structure using the extrusion molded cement plate of the present invention.

【図6】図中VI〜VI矢視断面図である。FIG. 6 is a cross-sectional view taken along arrows VI-VI in the figure.

【図7】aは本発明押出成形セメント板の上下梁間組付
態様での正面図,bはa中囲線b部の拡大図,cはa中
矢視c−c図である。
FIG. 7a is a front view of the extruded cement plate of the present invention in a mode in which it is assembled between upper and lower beams, b is an enlarged view of a portion surrounded by a midline a, and c is a view taken along the arrow c-c in a.

【図8】aは本発明押出成形セメント板の上下梁間組付
態様での正面図,bはa中囲線b部の拡大図,cはa中
矢視c−c図である。
8A is a front view of the extruded cement plate of the present invention in a mode of assembly between upper and lower beams, FIG. 8B is an enlarged view of a portion surrounded by a middle encircling line b, and c is a view taken along a line cc in FIG.

【図9】aは本発明押出成形セメント板の上下梁間組付
態様での正面図,bはa中囲線b部の拡大図,cはa中
矢視c−c図である。
9A is a front view of the extruded cement plate of the present invention in a mode in which it is assembled between upper and lower beams, b is an enlarged view of a portion surrounded by a center line a in FIG.

【図10】aは本発明押出成形セメント板の上下梁間組
付態様での正面図,bはa中囲線b部の拡大図,cはa
中矢視c−c図である。
10A is a front view of the extruded cement plate of the present invention in a mode of assembly between upper and lower beams, FIG.
FIG.

【図11】aは本発明押出成形セメント板の上下梁間組
付態様での正面図,bはa中囲線b部の拡大図,cはa
中矢視c−c図である。
FIG. 11a is a front view of the extruded cement plate of the present invention in an assembling condition between upper and lower beams, b is an enlarged view of a portion surrounded by a midline a, and c is a.
FIG.

【図12】aは本発明押出成形セメント板の上下梁間組
付態様での正面図,bはa中囲線b部の拡大図,cはa
中矢視c−c図である。
FIG. 12a is a front view of an extruded cement plate of the present invention in a mode of assembling between upper and lower beams, b is an enlarged view of a portion surrounded by a midline a, and c is a.
FIG.

【図13】aは本発明押出成形セメント板の上下梁間組
付態様での正面図,bはa中囲線b部の拡大図,cはa
中矢視c−c図である。
13A is a front view of an extruded cement plate of the present invention in a mode of assembly between upper and lower beams, FIG. 13B is an enlarged view of a portion surrounded by a midline a, and c is a.
FIG.

【図14】aは本発明押出成形セメント板の上下梁間組
付態様での正面図,bはa中囲線b部の拡大図,cはa
中矢視c−c図である。
14A is a front view of an extruded cement plate of the present invention in a mode of assembly between upper and lower beams, FIG. 14B is an enlarged view of a part surrounded by a midline a, and c is a.
FIG.

【図15】従来のパネルの説明図である。FIG. 15 is an explanatory diagram of a conventional panel.

【符号の説明】[Explanation of symbols]

1 上枠 2 ころび止め 3 下枠 4 竪枠 5 面材 6 押出成形セメント板 外壁パネル6a 外壁パネル6a 床パネル6b 床パネル6b 7 穴 7′穴 8 溝 9 構造鉄骨囲繞枠 構造鉄骨9a 構造鉄骨9a 構造鉄骨9b 構造鉄骨9b 10 ビス止め 11 縦横2方向目地模様 12 中空リブ 13 吊ボルト 14 スリット 15 防振ゴム 16 ワッシャー 17 ナット 18 切欠き 19 凹凸付形 20 吊金物 21 野縁受け 22 野縁 23 天井仕上材 24 基礎 25 基礎 27 ボーダーパネル 28 介装断熱材 29 内化粧 30 鉄骨 31 グラウト 32 梁 33 ボルト 34 鉄板 35 モルタル 36 フラットバー 37 タッピングビス 38 アングル 39 鉄筋 40 モルタル 41 鉄板 1 Upper Frame 2 Rolling Stop 3 Lower Frame 4 Vertical Frame 5 Face Material 6 Extruded Cement Board Outer Wall Panel 6a Outer Wall Panel 6a Floor Panel 6b Floor Panel 6b 7 Hole 7'Hole 8 Groove 9 Structural Steel Frame Enclosure Frame Structural Steel 9a Structural Steel 9a Structural steel frame 9b Structural steel frame 9b 10 Screw stop 11 Vertical / horizontal 2-way joint pattern 12 Hollow rib 13 Suspension bolt 14 Slit 15 Anti-vibration rubber 16 Washer 17 Nut 18 Notch 19 Concavo-convex shape 20 Hanging hardware 21 Field edge receiver 22 Field edge 23 Ceiling Finishing material 24 Foundation 25 Foundation 27 Border panel 28 Insulation insulation 29 Internal makeup 30 Steel frame 31 Grout 32 Beam 33 Bolt 34 Iron plate 35 Mortar 36 Flat bar 37 Tapping screw 38 Angle 39 Rebar 40 Mortar 41 Iron plate

Claims (13)

【特許請求の範囲】[Claims] 【請求項1】 押出成形セメント板における両端の中空
の穴と押出し方向に直交する両端面に切削加工の溝とに
構造鉄骨囲繞枠を組み込みしてなる壁,床パネルとして
のパネル工法用軸組内蔵押出成形セメント板。
1. A frame for panel construction as a wall or floor panel in which a structural steel frame enclosing frame is incorporated into hollow holes at both ends of an extrusion-molded cement plate and grooves for machining on both end faces orthogonal to the extrusion direction. Built-in extruded cement board.
【請求項2】 押出成形セメント板における両端の中空
の穴に角パイプ等の構造鉄骨を組み込みしてなる壁、床
パネルとしてのパネル工法用軸組内蔵押出成形セメント
板。
2. An extruded cement plate with a built-in frame for a panel construction method as a wall or floor panel in which structural steel frames such as square pipes are incorporated in hollow holes at both ends of the extruded cement plate.
【請求項3】 押出成形セメント板における両端の中空
の穴に角パイプ等の構造鉄骨を組み込みすると共に中間
の中空の穴の両端部をモルタル充填で目詰めしてなる
壁、床パネルとしてのパネル工法用軸組内蔵押出成形セ
メント板。
3. A panel as a wall or floor panel in which structural steel frames such as square pipes are incorporated in hollow holes at both ends of an extruded cement plate and both ends of the intermediate hollow hole are filled with mortar. Extruded cement board with built-in shaft for construction method.
【請求項4】 押出成形セメント板における両端の中空
の穴に角パイプ等の構造鉄骨を組み込みすると共に押出
し方向に直交する両端面に水平応力伝達用のフラットバ
ーを覆着してなる壁、床パネルとしてのパネル工法用軸
組内蔵押出成形セメント板。
4. A wall or floor formed by incorporating a structural steel frame such as a square pipe into hollow holes at both ends of an extruded cement plate and covering flat bars for horizontal stress transmission on both end faces orthogonal to the extruding direction. Extruded cement board with built-in frame for panel construction method as a panel.
【請求項5】 押出成形セメント板における両端の中空
の穴に角パイプ等の構造鉄骨を組み込みすると共に押出
し方向に直交する両端面に水平応力伝達用のアングルを
覆着してなる壁、床パネルとしてのパネル工法用軸組内
蔵押出成形セメント板。
5. A wall or floor panel in which a structural steel frame such as a square pipe is incorporated in hollow holes at both ends of an extruded cement plate, and horizontal stress transmitting angles are covered on both end faces orthogonal to the extruding direction. Extruded cement board with built-in frame for panel construction.
【請求項6】 押出成形セメント板における両端の中空
の穴に鉄筋を挿通したうえモルタル充填を鉄板で蓋して
なした壁、床パネルとしてのパネル工法用軸組内蔵押出
成形セメント板。
6. An extruded cement board with a built-in shaft for a panel construction method as a wall or floor panel, which is obtained by inserting reinforcing bars into hollow holes at both ends of the extruded cement board and covering the mortar with an iron board.
【請求項7】 押出成形セメント板における両端の中空
の穴に鉄筋を挿通したうえモルタル充填を鉄板で蓋して
なすと共に中間の中空の穴の両端部をモルタル充填で目
詰めしてなる壁、床パネルとしてのパネル工法用軸組内
蔵押出成形セメント板。
7. A wall formed by inserting reinforcing bars into hollow holes at both ends of an extrusion-molded cement plate and covering the mortar with iron plates and filling both ends of the intermediate hollow hole with mortar filling. Extruded cement board with built-in frame for panel construction method as floor panel.
【請求項8】 押出成形セメント板における両端の中空
の穴に鉄筋を挿通のうえモルタル充填を鉄板で蓋してな
すと共に押出し方向に直交する両端面に水平応力伝達用
のフラットバーを覆着してなる壁、床パネルとしてのパ
ネル工法用軸組内蔵押出成形セメント板。
8. An extruded cement plate is formed by inserting reinforcing bars into hollow holes at both ends and covering the mortar with iron plates, and covering both end faces orthogonal to the extrusion direction with flat bars for horizontal stress transmission. Extruded cement board with built-in frame for panel construction method as wall and floor panel.
【請求項9】 押出成形セメント板における両端の中空
の穴に鉄筋を挿通のうえモルタル充填を鉄板で蓋してな
すと共に押出し方向に直交する両端面に水平応力伝達用
のアングルを覆着してなる壁、床パネルとしてのパネル
工法用軸組内蔵押出成形セメント板。
9. An extruded cement board is formed by inserting reinforcing bars into hollow holes at both ends and covering the mortar with iron plates, and by covering both end surfaces orthogonal to the extruding direction with horizontal stress transmitting angles. Extruded cement board with built-in frame for panel construction method as wall and floor panel.
【請求項10】 表面に縦横2方向目地模様を施こした
請求項1,2,3,4,5,6,7,8又は9記載の壁
パネルとしてのパネル工法用軸組内蔵押出成形セメント
板。
10. An extruded cement with a built-in frame for a panel construction method as a wall panel according to claim 1, 2, 3, 4, 5, 6, 7, 8 or 9, wherein the surface is provided with a joint pattern in two directions. Board.
【請求項11】 押出成形セメント板下面押出方向に中
空リブ付形すると共に当該中空リブ下辺に吊ボルト装着
用スリットを空けるとした吊天井取付けの床パネルとし
ての請求項1,2,3,4,5,6,7,8又は9記載
のパネル工法用軸組内蔵押出成形セメント板。
11. A floor panel for mounting a suspended ceiling in which a hollow rib is formed in the extrusion direction on the lower surface of an extruded cement board and a slit for mounting a hanging bolt is formed on the lower side of the hollow rib. An extrusion-molded cement board with a built-in frame for the panel construction method according to 5, 5, 6, 7, 8 or 9.
【請求項12】 中空成形押出の後、養生硬化を待ち、
押出し方向に直行する板両端面に溝を切削加工し、しか
る後、予じめコの字形状に成形の構造鉄骨を両端の中空
の穴と一方の溝とに装着させると共に他方の溝に残る枠
辺に該当する構造鉄骨を装着し、当該構造鉄骨同志を互
いに溶着させて囲繞枠を完成させるとした壁,吊天井取
付けのない床パネルとしてのパネル工法用軸組内蔵押出
成形セメント板の製造法。
12. After the hollow molding extrusion, waiting for curing and curing,
Grooves are cut on both end faces of the plate orthogonal to the extrusion direction, and then a structural steel frame is formed into a U-shape in advance, and the steel frames are attached to the hollow holes at both ends and one groove and remain in the other groove. Manufacture of extruded cement board with built-in frame for panel construction as a wall panel where the structural steel frame corresponding to the frame side is attached and the structural steel frames are welded to each other to complete the surrounding frame Law.
【請求項13】 板下面にその下辺にスッリトを空けて
なる中空リブを付設しての中空成形押出の後、養生硬化
を待ち、押出し方向に直行する板両端面に溝を切削加工
し、しかる後、予じめコの字形状に成形の構造鉄骨を両
端の中空の穴と一方の溝とに装着させると共に他方の溝
に残る枠辺に該当する構造鉄骨を装着し、当該構造鉄骨
同志を互いに溶着させて囲繞枠を完成させるとした吊天
井取付けの床パネルとしてのパネル工法用軸組内蔵押出
成形セメント板の製造法。
13. Hollow molding extrusion in which hollow ribs having slits are provided on the lower side of the board is attached to the bottom surface of the board, after which curing curing is awaited, and grooves are cut on both end surfaces of the board orthogonal to the extrusion direction. After that, the structural steel frame molded in a U-shape is attached to the hollow holes at both ends and one groove, and the structural steel frame corresponding to the frame side remaining in the other groove is attached, and the structural steel frame A method for manufacturing an extrusion-molded cement board with a built-in frame for a panel construction method as a floor panel for mounting a suspended ceiling that is welded to each other to complete a surrounding frame.
JP5703494A 1994-03-28 1994-03-28 Extrusion-molded cement plate with built-in framework for panel construction method and manufacture thereof Pending JPH07259243A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5703494A JPH07259243A (en) 1994-03-28 1994-03-28 Extrusion-molded cement plate with built-in framework for panel construction method and manufacture thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5703494A JPH07259243A (en) 1994-03-28 1994-03-28 Extrusion-molded cement plate with built-in framework for panel construction method and manufacture thereof

Publications (1)

Publication Number Publication Date
JPH07259243A true JPH07259243A (en) 1995-10-09

Family

ID=13044167

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5703494A Pending JPH07259243A (en) 1994-03-28 1994-03-28 Extrusion-molded cement plate with built-in framework for panel construction method and manufacture thereof

Country Status (1)

Country Link
JP (1) JPH07259243A (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09328839A (en) * 1996-06-07 1997-12-22 Sekisui House Ltd External wall panel
US7841148B2 (en) 2005-01-27 2010-11-30 United States Gypsum Company Non-combustible reinforced cementitious lightweight panels and metal frame system for roofing
US7845130B2 (en) 2005-12-29 2010-12-07 United States Gypsum Company Reinforced cementitious shear panels
US7849649B2 (en) 2005-01-27 2010-12-14 United States Gypsum Company Non-combustible reinforced cementitious lightweight panels and metal frame system for shear walls
US7849648B2 (en) 2004-12-30 2010-12-14 United States Gypsum Company Non-combustible reinforced cementitious lightweight panels and metal frame system for flooring
US7849650B2 (en) 2005-01-27 2010-12-14 United States Gypsum Company Non-combustible reinforced cementitious lightweight panels and metal frame system for a fire wall and other fire resistive assemblies
US7870698B2 (en) 2006-06-27 2011-01-18 United States Gypsum Company Non-combustible reinforced cementitious lightweight panels and metal frame system for building foundations
JP2017155579A (en) * 2016-03-01 2017-09-07 株式会社ノザワ Extrusion molding cement plate and method for manufacturing extrusion molding cement plate

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09328839A (en) * 1996-06-07 1997-12-22 Sekisui House Ltd External wall panel
US7849648B2 (en) 2004-12-30 2010-12-14 United States Gypsum Company Non-combustible reinforced cementitious lightweight panels and metal frame system for flooring
US8069633B2 (en) 2004-12-30 2011-12-06 U.S. Gypsum Company Non-combustible reinforced cementitious lightweight panels and metal frame system for flooring
US8065852B2 (en) 2005-01-27 2011-11-29 U.S. Gypsum Company Non-combustible reinforced cementitious lightweight panels and metal frame system for roofing
US7849649B2 (en) 2005-01-27 2010-12-14 United States Gypsum Company Non-combustible reinforced cementitious lightweight panels and metal frame system for shear walls
US7849650B2 (en) 2005-01-27 2010-12-14 United States Gypsum Company Non-combustible reinforced cementitious lightweight panels and metal frame system for a fire wall and other fire resistive assemblies
US7841148B2 (en) 2005-01-27 2010-11-30 United States Gypsum Company Non-combustible reinforced cementitious lightweight panels and metal frame system for roofing
US8079198B2 (en) 2005-01-27 2011-12-20 United States Gypsum Company Non-combustible reinforced cementitious lightweight panels and metal frame system for shear walls
US8122679B2 (en) 2005-01-27 2012-02-28 United States Gypsum Company Non-combustible reinforced cementitious lightweight panels and metal frame system for a fire wall and other fire resistive assemblies
US8065853B2 (en) 2005-12-29 2011-11-29 U.S. Gypsum Company Reinforced cementitious shear panels
US7845130B2 (en) 2005-12-29 2010-12-07 United States Gypsum Company Reinforced cementitious shear panels
US7870698B2 (en) 2006-06-27 2011-01-18 United States Gypsum Company Non-combustible reinforced cementitious lightweight panels and metal frame system for building foundations
US8061108B2 (en) 2006-06-27 2011-11-22 U.S. Gypsum Company Non-combustible reinforced cementitious lightweight panels and metal frame system for building foundations
JP2017155579A (en) * 2016-03-01 2017-09-07 株式会社ノザワ Extrusion molding cement plate and method for manufacturing extrusion molding cement plate

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