JPH08193337A - Assembling structure of underground structure - Google Patents

Assembling structure of underground structure

Info

Publication number
JPH08193337A
JPH08193337A JP7021363A JP2136395A JPH08193337A JP H08193337 A JPH08193337 A JP H08193337A JP 7021363 A JP7021363 A JP 7021363A JP 2136395 A JP2136395 A JP 2136395A JP H08193337 A JPH08193337 A JP H08193337A
Authority
JP
Japan
Prior art keywords
panel frame
side wall
lower panel
base
joined body
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
JP7021363A
Other languages
Japanese (ja)
Inventor
Tsugio Moriya
森谷次雄
Shigeaki Tsukahara
塚原茂昭
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 JP7021363A priority Critical patent/JPH08193337A/en
Publication of JPH08193337A publication Critical patent/JPH08193337A/en
Pending legal-status Critical Current

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  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Building Environments (AREA)
  • Residential Or Office Buildings (AREA)

Abstract

PURPOSE: To make it possible to prevent dew condensation and toughen a lower panel and produce a seal effect and prevent the generation of strain in the radial direction as much as possible by connecting a base joint member of a lower panel frame to a joint member of a side wall panel frame with a fixture by way of an elastic body and a through hole and combining in the form of a box and spray a condensation preventive member on an interior wall surface. CONSTITUTION: A lower panel frame 5 is fitted in the bottom of a concrete interior wall where a ladder-like elastic body is installed to a horizontal joint of its base Joint member 5. When it is installed, continuous lengths of the ladder-like elastic body are properly cut based on the length of the base joint member and the position of a first through hole. Then, a ring-like elastic body is laid out and arranged to face each of the first through hole so that a side wall panel frame 6 may be placed on a lower panel frame 5. The horizontal joints of each of the joint members 5b and 6b of the lower panel frame 5 and the side wall panel frame 6 are aligned so that both panel frames may be connected to each other with a fixture 10. Then, a floor material is installed on the lower panel frame 5 by way of floor joists where a wall material is mounted on the side wall panel frame 6 and a ceiling is further mounted.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は主として一般の家屋用の
地下構造物の組立て構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention mainly relates to an assembly structure of an underground structure for a general house.

【0002】[0002]

【従来の技術】従来、この種の一例は、実公昭63ー6
261号公報に記載されている。しかして、この公報に
記載されている地下構造物の組立て構造は、例えば床ユ
ニットや側壁ユニットは、それぞれ矩形状に形成された
溝型綱(あるいは山形綱)と、この枠部材としての溝型
綱の表面に溶着された面材としての鉄板とから構成され
ていた。そして、床ユニット(下部パネル枠)と側壁ユ
ニット(側壁部パネル枠)とを連結する場合には、互い
に接合部としての溝型綱と山形綱とを正確に合わせ、固
着具で固定的に結合していた。
2. Description of the Related Art Heretofore, an example of this kind is Jikken Sho 63-6.
No. 261 publication. Therefore, the assembly structure of the underground structure described in this publication is, for example, a floor unit or a side wall unit, and a groove type rope (or a mountain rope) formed in a rectangular shape, and a groove type as the frame member. It consisted of a steel plate as a face material welded to the surface of the rope. When the floor unit (lower panel frame) and the side wall unit (side wall panel frame) are connected, the groove type rope and the mountain type rope, which are joints, are accurately aligned with each other and are fixedly connected by a fastener. Was.

【0003】しかしながら、上記構成の地下構造物の組
立て構造は、接合部としての溝型綱と山形綱が略同一寸
法なので、位置合わせが容易であり、したがって、固着
作業が簡単にできるとはいうものの、床ユニットと側壁
ユニットとを組合わせた際に於ける結露防止の工夫が欠
けており、また床ユニットは、設計上強度計算が一応な
されているものの、上記のような構成であるため、地下
構造物の態様によっては所望するような強靭性を期待す
ることができず、さらに、一般に床ユニットと側壁ユニ
ットとの接合部に弾性体を介在させているものの、より
一層のシール効果を期待することができず、さらに、側
壁ユニットの周方向に対する歪みを解消するための十分
な工夫も施されていなかった。
However, in the assembling structure of the underground structure having the above-mentioned structure, since the groove type rope and the mountain type rope as the joints have substantially the same size, it is said that the positioning is easy and therefore the fixing work can be performed easily. However, when the floor unit and the side wall unit are combined, a device for preventing dew condensation is lacking, and although the floor unit has a design strength calculation, it has the above-mentioned configuration. Depending on the form of the underground structure, the desired toughness cannot be expected. Further, although an elastic body is generally interposed at the joint between the floor unit and the side wall unit, further sealing effect is expected. In addition, it has not been possible to do so, and further, sufficient measures have been not taken to eliminate the distortion of the side wall unit in the circumferential direction.

【0004】[0004]

【発明が解決しようとする課題】本発明は以上のような
従来の技術の欠点に鑑み、結露防止を図ることができ、
また少なくとも下部パネル枠が強靭で耐久性に優れ、さ
らに、水の浸入を防止するシール効果をより一層発揮さ
せることができる、加えて、側壁部パネル枠を左右及び
前後に結合した際、周方向に対する歪みを極力防止する
ことができる地下構造物の組立て構造を得ることであ
る。
In view of the above-mentioned drawbacks of the conventional techniques, the present invention can prevent dew condensation,
In addition, at least the lower panel frame is tough and has excellent durability, and can further exert the sealing effect of preventing water from entering. In addition, when the side wall panel frames are joined to the left and right and the front and rear, the circumferential direction It is to obtain an assembly structure of an underground structure that can prevent distortion to the utmost.

【0005】[0005]

【課題を解決するための手段】本発明の地下構造物の組
立て構造は、矩形状のベース接合体5bを有する下部パ
ネル枠5と、この下部パネル枠のベース接合体と接合す
る矩形状の接合体6bを有する左右及び前後の側壁部パ
ネル枠6と、この側壁部パネル枠6の接合体6bと前記
下部パネル枠のベース接合体との間に介在する弾性体
と、各パネル枠5、6の接合体に形成された複数個の貫
通孔を介して各パネル枠5、6をそれぞれ連結する複数
個の固着具10と、箱状に組合わせられた各パネル枠
5、6の内壁面に壁状に吹き付けられた合成樹脂製結露
防止部材14とを備えたことを特徴とする。
An underground structure assembling structure according to the present invention comprises a lower panel frame 5 having a rectangular base joined body 5b, and a rectangular joined body joined to the base joined body of the lower panel frame. Left and right and front and rear side wall panel frames 6 having a body 6b, an elastic body interposed between the joined body 6b of the side wall panel frames 6 and the base joined body of the lower panel frame, and the respective panel frames 5, 6 A plurality of fasteners 10 respectively connecting the panel frames 5 and 6 through a plurality of through-holes formed in the joined body, and the inner wall surfaces of the panel frames 5 and 6 combined in a box shape. A synthetic resin condensation prevention member 14 sprayed in a wall shape is provided.

【0006】上記構成に於いて、下部パネル枠の強靭化
を図るため、下部パネル枠5は、矩形状鉄板5aと、こ
の鉄板の周端部に矩形状に溶着されたベース接合体5b
と、このベース接合体5bの水平接合部に所要間隔を有
して形成された複数個の第1貫通孔5cと、前記鉄板5
aと一体的に設けられ、かつ、前記ベース接合体5b内
に位置する複数本のベースH型綱5dとから構成されて
いることを特徴とする。
In the above structure, in order to strengthen the lower panel frame, the lower panel frame 5 includes a rectangular iron plate 5a and a base joined body 5b welded in a rectangular shape to the peripheral end portion of the iron plate.
A plurality of first through holes 5c formed in the horizontal joint portion of the base joint body 5b with a required space, and the iron plate 5
and a plurality of base H-shaped ropes 5d which are provided integrally with a and are located in the base joined body 5b.

【0007】さらに、弾性体のシール効果をより一層に
発揮させるために、弾性体は、下部パネル枠5のベース
接合体5bの水平接合部に配設された梯子状弾性体11
と、前記ベース接合体5bに形成された各第1貫通孔5
cを臨むように梯子状弾性体11の所要空間13内に配
設された複数の環状弾性体12とから成ることを特徴と
する。加えて、側壁部パネル枠を左右及び前後に結合し
ても、周方向に対する歪みを極力防止することができる
ように、側壁部パネル枠6Aの接合体30の水平接合部
31の幅寸法が、下部パネル枠5Aのベース接合体5b
の水平接合部32よりも長く、あるいは側壁部パネル枠
6(6B)の接合体6b(30a)の水平接合部の上面
には、側壁部パネル枠6(6B)の内壁面に設けられた
鋼材6dの側壁と当接する長尺状の補強部材34が固定
的に設けられている。
Further, in order to further exert the sealing effect of the elastic body, the elastic body is a ladder-shaped elastic body 11 arranged at the horizontal joint portion of the base joint body 5b of the lower panel frame 5.
And each first through hole 5 formed in the base assembly 5b.
It is characterized by comprising a plurality of annular elastic bodies 12 arranged in a required space 13 of the ladder-shaped elastic body 11 so as to face c. In addition, the width dimension of the horizontal joint portion 31 of the joint body 30 of the side wall panel frame 6A is set so that the distortion in the circumferential direction can be prevented as much as possible even when the side wall panel frames are joined to the left and right and the front and rear. Base assembly 5b of lower panel frame 5A
Of the steel material provided on the inner wall surface of the side wall panel frame 6 (6B) on the upper surface of the horizontal joint of the joined body 6b (30a) of the side wall panel frame 6 (6B). A long reinforcing member 34 that abuts the side wall of 6d is fixedly provided.

【0008】[0008]

【作用】まず下部パネル枠をコンクリートの内壁底面に
嵌め込んだならば、そのベース接合体の水平接合部に梯
子状弾性体を配設する。この時長尺物の梯子状弾性体
は、ベース接合体の長さ及び第1貫通孔の位置を考慮し
て適宜に切断される。次に環状弾性体を各第1貫通孔に
臨むように配設し、側壁部パネル枠を下部パネルの上に
載せる。梯子状弾性体及び環状弾性体は塑性変形し、仮
に第1貫通孔から水が浸入してもこれらの弾性体で二重
にシールされる。また下部パネル枠のベース接合体の幅
寸法と側壁部パネル枠のそれとが略同一なので、各接合
体の水平接合部がズレないように合わせ、両パネル枠を
固着具で連結する。
First, when the lower panel frame is fitted into the bottom surface of the inner wall of concrete, the ladder-like elastic body is arranged at the horizontal joint portion of the base joint body. At this time, the ladder-shaped elastic body of the elongated object is appropriately cut in consideration of the length of the base joined body and the position of the first through hole. Next, the annular elastic body is arranged so as to face each of the first through holes, and the side wall panel frame is placed on the lower panel. The ladder-shaped elastic body and the annular elastic body are plastically deformed, and even if water enters from the first through hole, they are doubly sealed by these elastic bodies. Further, since the width dimension of the base bonded body of the lower panel frame and that of the side wall panel frame are substantially the same, the horizontal bonded portions of the bonded bodies are aligned so as not to be displaced, and both panel frames are connected by the fastener.

【0009】次に噴射ノズルを持って合成樹脂製結露防
止部材を各パネル枠の内壁面に吹き付ける。しかる後に
下部パネル枠に根太を介して床材を敷設する。また同縁
を介して左右及び前後の側壁パネル枠に壁材を取付け、
さらに天井を適宜に取付ける。
Next, a dew condensation prevention member made of synthetic resin is sprayed onto the inner wall surface of each panel frame by holding the injection nozzle. After that, a floor material is laid on the lower panel frame with joists. Also, attach the wall material to the left and right and front and rear side wall panel frames via the same edge,
Install the ceiling as appropriate.

【0010】[0010]

【実施例】以下、図面に示す実施例により本発明を詳細
に説明する。
The present invention will be described in detail below with reference to the embodiments shown in the drawings.

【0011】図1〜図6は第1実施例を示す。まず1は
地盤、2は住宅用の地下室を設けるために地盤に掘られ
た凹所、3は凹所2の底壁内面に敷設された基礎用石、
4は凹所2内の側壁及び前記石3に沿って形成された凹
所状のコンクリートである。
1 to 6 show a first embodiment. First, 1 is the ground, 2 is a recess dug in the ground to provide a basement for a house, 3 is a foundation stone laid on the inner surface of the bottom wall of the recess 2,
Reference numeral 4 is a recessed concrete formed along the side wall in the recess 2 and the stone 3.

【0012】次に5は下部パネル枠、6は左右及び前後
の側壁部パネル枠、7は上部パネル枠である。これらの
パネル枠5、6、7は、それぞれ全体として矩形状に形
成されている(図3を参照)。
Next, 5 is a lower panel frame, 6 is a left and right and front and rear side wall panel frames, and 7 is an upper panel frame. These panel frames 5, 6, 7 are each formed in a rectangular shape as a whole (see FIG. 3).

【0013】そして、図1で示すように下部パネル枠5
はコンクリートの底壁内面に載置され、また左右及び前
後の側壁部パネル枠6は、下部パネル枠5の上端面に接
合的に連結されると共に、コンクリート4の各側壁面に
合わせられ、さらに、上部パネル7は、家屋の1階と連
通する階段用の開口部8を除き、左右及び前後の側壁部
パネル6の上端面に接合的に連結される。
Then, as shown in FIG. 1, the lower panel frame 5
Is placed on the inner surface of the concrete bottom wall, and the left and right and front and rear side wall panel frames 6 are jointly connected to the upper end surface of the lower panel frame 5 and are aligned with the side wall surfaces of the concrete 4. The upper panel 7 is jointly connected to the upper end surfaces of the left and right side wall panels 6 and the front and rear side wall panels 6, except the opening 8 for the stairs which communicates with the first floor of the house.

【0014】ここでまず下部パネル枠5の具体的な構成
について説明する。図3で示すように、5aはベース板
としての矩形状鉄板、5bは鉄板の周端部に矩形状に溶
着されたベース接合体、5cはベース接合体5bの水平
接合部に所要間隔を有して形成された複数個の第1貫通
孔、5dは鉄板5aと一体的に設けられ、かつ、前記ベ
ース接合体5b内に位置する複数本のベースH型綱であ
る。前記ベース接合体5bは鋼材が使用されている。本
実施例ではアングル部材(山形綱)が使用されている
が、溝型部材(ミゾ形綱)でも良い。下部パネル枠5を
この様な部材で構成すると強靭化を図ることができる。
First, a specific structure of the lower panel frame 5 will be described. As shown in FIG. 3, 5a is a rectangular iron plate serving as a base plate, 5b is a base joined body welded in a rectangular shape to the peripheral end portion of the iron plate, and 5c is a horizontal joined portion of the base joined body 5b with a required interval. The plurality of first through holes 5d thus formed are a plurality of base H-shaped ropes provided integrally with the iron plate 5a and located in the base joined body 5b. The base joined body 5b is made of steel. In this embodiment, the angle member (mountain rope) is used, but the groove type member (crevice rope) may be used. When the lower panel frame 5 is made of such a member, it is possible to strengthen the structure.

【0015】次に側壁部パネル枠6は、図3で示すよう
に前記下部パネル枠5と同一に構成されている。したが
つて、左右及び前後の側壁部パネル枠6を簡単に説明す
ると、6aは鉄板、6bは各パネル枠との連結を図るた
めの断面アングル状接合体、6cは各パネル枠に形成さ
れた貫通孔とそれぞれ符合する第2貫通孔、6dはH型
綱である。側壁部パネル枠6の接合体6bは、断面アン
グル状であるが、下部パネル枠5のそれと同様に溝型部
材にしても良い。
Next, the side wall panel frame 6 has the same construction as the lower panel frame 5 as shown in FIG. Accordingly, the left and right and front and rear side wall panel frames 6 will be briefly described. 6a is an iron plate, 6b is an angled cross-section joined body for connecting with each panel frame, and 6c is formed on each panel frame. A second through hole, which corresponds to the through hole, 6d is an H-shaped rope. Although the joined body 6b of the side wall panel frame 6 has an angled cross section, it may be a groove-shaped member like the lower panel frame 5.

【0016】ところで、例えば各パネル枠5、6の各接
合体5b、6bは、位置決めの容易化を図るため、図5
で示すように幅が略同一寸法であり、各パネル枠5、
6、7は弾性部材を介して複数個の固着具10で連結さ
れる。なお、上部パネル枠7も同様に固着具10で連結
されている。
By the way, for example, the joints 5b and 6b of the panel frames 5 and 6 are arranged in the same manner as shown in FIG.
As shown by, the width is almost the same, and each panel frame 5,
6 and 7 are connected by a plurality of fasteners 10 via elastic members. The upper panel frame 7 is also connected by the fastener 10 in the same manner.

【0017】そこで、図4を参照に下部パネル枠5と側
壁部パネル枠6との接合構造の一例を説明する。11は
下部パネル枠5のベース接合体5bと側壁部パネル枠6
と接合体6bとの間に介在する外観上梯子状の弾性体
で、この弾性体11は、第1貫通孔5cを両側で挟むよ
うにベース接合体5bの水平接合部に位置する一対の長
いシール部11aと、この長いシール部11aに所定間
隔を有して交差方向に連設し、かつ、長いシール部11
aと相俟って各第1貫通孔5cを囲むことができる複数
の短いシール部11bとで構成されている。
An example of the joint structure of the lower panel frame 5 and the side wall panel frame 6 will be described with reference to FIG. Reference numeral 11 denotes a base joined body 5b of the lower panel frame 5 and a side wall panel frame 6
The elastic body 11 is a ladder-shaped elastic body interposed between the joint body 6b and the joint body 6b. The elastic body 11 is located at the horizontal joint portion of the base joint body 5b so as to sandwich the first through hole 5c on both sides. The seal portion 11a and the long seal portion 11a are continuously provided in the intersecting direction at a predetermined distance from each other and have a long distance.
Along with a, it is composed of a plurality of short seal portions 11b capable of surrounding each first through hole 5c.

【0018】したがって、シール部材としての弾性体1
1は、外観上梯子状を呈している一種の長尺物で、施工
の際各貫通孔5c、6cの位置を考慮し、適宜に切断さ
れる。なお、本実施例の弾性体11は、一対の長いシー
ル部11aと複数の短いシール部11bは一体である
が、必ずしも一体である必要はなく、シール効果の達成
が可能であれば、両方のシール部11a、11bを別体
に構成しても良い。
Therefore, the elastic body 1 as the seal member
Reference numeral 1 is a kind of long object having a ladder-like appearance, which is appropriately cut in consideration of the positions of the through holes 5c and 6c during construction. In the elastic body 11 of the present embodiment, the pair of long seal portions 11a and the plurality of short seal portions 11b are integrated, but they do not necessarily have to be integrated, and if the sealing effect can be achieved, both The seal portions 11a and 11b may be separately configured.

【0019】12は第1貫通孔5cを囲むように前記弾
性体11の所要空間13内に配設されるシール用環状弾
性体である。この環状弾性体12および前記梯子状弾性
体11は、同じ厚さであり、押圧されると均等に塑性変
形する。そして、両者が相俟ってシール効果をより一層
高める。
Reference numeral 12 is an annular elastic body for sealing which is arranged in the required space 13 of the elastic body 11 so as to surround the first through hole 5c. The annular elastic body 12 and the ladder-shaped elastic body 11 have the same thickness, and are plastically deformed uniformly when pressed. Then, the two work together to further enhance the sealing effect.

【0020】前述した固着具10は、下部パネル枠5の
第1貫通孔5c、環状弾性体12、側壁部パネル枠6の
第2貫通孔6cをそれぞれ貫通するボルト10aと、こ
れに螺着するナット10bとで構成され、各パネル枠
5、6、7を固定的に結合する。
The fixing device 10 described above includes a bolt 10a which penetrates the first through hole 5c of the lower panel frame 5, the annular elastic body 12, and the second through hole 6c of the side wall panel frame 6, respectively, and is screwed to the bolt 10a. It is composed of a nut 10b and fixedly connects the respective panel frames 5, 6, and 7.

【0021】次に14は図示しないポンプ、噴射ノズル
を介し、例えば図6で示すように結合された各パネル枠
5、6の内壁面側に全体的に吹き付けられた合成樹脂製
結露防止部材である。この結露防止部材の最良の一例
は、硬質性発砲ウレタンフオームである。この発砲ウレ
タンフオームは、タンク内に収納され、ポンプおよび噴
射ノズルを介して各パネル枠5、6、7の内壁面にバラ
ンス良く吹き付けられると、ケースバイケースではある
が、5〜20mm程度の壁の状態に固まる。そして、結
露防止の効果を発揮する。
Next, reference numeral 14 denotes a synthetic resin dew condensation preventing member which is entirely blown to the inner wall surfaces of the respective panel frames 5 and 6 joined as shown in FIG. 6 through a pump and an injection nozzle (not shown). is there. The best example of this dew condensation preventing member is a rigid foam urethane foam. When this foamed urethane foam is stored in a tank and sprayed on the inner wall surfaces of the panel frames 5, 6 and 7 in a well-balanced manner via a pump and an injection nozzle, it is a case-by-case wall of about 5 to 20 mm. Set in the state of. And the effect of preventing dew condensation is exhibited.

【0022】次に図1及び図2を参照に他の部材につい
て説明すると、15は複数本の根太(横杆)16を介し
て下部パネル枠5の上方に敷設された床材、17は複数
本の胴縁18を介して左右及び前後の側壁部パネル枠6
に取り付けられた壁材、19は天井である。
Next, other members will be described with reference to FIGS. 1 and 2. Reference numeral 15 is a floor material laid above the lower panel frame 5 through a plurality of joists (horizontal rods) 16, and 17 is a plurality of floor materials. Left and right and front and rear side wall panel frames 6 through the furring strip 18 of the book
The wall material attached to the, and 19 are ceilings.

【0023】上記構成に於いては、まず地盤1に凹所2
を掘り、凹所2の内壁底面に基礎用石3を敷設する。次
に凹所2の内壁及び石3に凹所状のコンクリート4を形
成する。次に下部パネル枠5をコンクリート4の内壁底
面に嵌め込む。次に下部パネル枠5のベース接合体5b
の水平接合部に図4で示すように梯子状弾性体11を配
設する。この時長尺物の梯子状弾性体11は、ベース接
合体5bの長さ及び第1貫通孔5cの位置を考慮して適
宜に切断される。次に環状弾性体12を各第1貫通孔5
cに臨むように配設し、側壁部パネル枠6を下部パネル
5の上に載せる。この時下部パネル5側のベース接合体
5bの水平接合部と側壁部パネル枠6の接合体6bのそ
れとは、図5で示すように正確に一致させる。すなわ
ち、他方の接合体が突出しないように合わせる。次に固
着具10で下部パネル5と側壁部パネル枠6とを一体的
に連結する。この連結方法は側壁部パネル枠6と上部パ
ネル7との関係に於いても同様である。
In the above structure, first, the recess 2 is formed in the ground 1.
And lay a foundation stone 3 on the bottom surface of the inner wall of the recess 2. Next, a concrete 4 having a concave shape is formed on the inner wall of the concave 2 and the stone 3. Next, the lower panel frame 5 is fitted into the bottom surface of the inner wall of the concrete 4. Next, the base joined body 5b of the lower panel frame 5
As shown in FIG. 4, the ladder-shaped elastic body 11 is arranged at the horizontal joint portion of the. At this time, the ladder-shaped elastic body 11 of the elongated object is appropriately cut in consideration of the length of the base joined body 5b and the position of the first through hole 5c. Next, the annular elastic body 12 is attached to each first through hole 5
It is arranged so as to face c, and the side wall panel frame 6 is placed on the lower panel 5. At this time, the horizontal joint portion of the base joint body 5b on the lower panel 5 side and that of the joint body 6b of the side wall panel frame 6 are exactly matched as shown in FIG. That is, the other bonded body is aligned so as not to project. Next, the lower panel 5 and the side wall panel frame 6 are integrally connected by the fastener 10. This connection method is the same for the relationship between the side wall panel frame 6 and the upper panel 7.

【0024】次に噴射ノズルを持って合成樹脂製結露防
止部材を箱状に組み合わせられた各パネル枠5、6、7
に内壁面に吹き付ける。合成樹脂製結露防止部材は、図
6で示すように壁の如く全体的かつ均等に吹き付けるべ
きである。
Next, each panel frame 5, 6 and 7 in which a synthetic resin dew condensation prevention member is combined in a box shape with an injection nozzle.
To the inner wall surface. The synthetic resin dew condensation prevention member should be sprayed as a whole and evenly like a wall as shown in FIG.

【0025】しかる後に下部パネル枠5の上に所要間隔
を有して根太16を載せ、床材15を根太16の上に敷
設する。また同縁18を介して左右及び前後の側壁パネ
ル枠6に壁材を取付け、さらに天井19を適宜に取付け
る。天井19と上部パネル枠7との間には適宜廻り縁2
0や野縁21が設けられる。
Thereafter, joists 16 are placed on the lower panel frame 5 with a required space, and the floor material 15 is laid on the joists 16. Further, the wall material is attached to the left and right and front and rear side wall panel frames 6 via the same edge 18, and further the ceiling 19 is appropriately attached. Between the ceiling 19 and the upper panel frame 7, there is an appropriate rounded edge 2.
0 and field 21 are provided.

【0026】なお、この実施例に於いては特に図示しな
いが、側壁パネル枠6の接合体6bの水平接合部の上面
には、後述する第3実施例の如く、アングル状、溝型
状、板状などの長尺状の補強部材(鋼材)を溶着しても
良い。
Although not particularly shown in this embodiment, the upper surface of the horizontal joint portion of the joined body 6b of the side wall panel frame 6 has an angle shape, a groove shape, a groove shape, as in a third embodiment described later. A long plate-shaped reinforcing member (steel material) may be welded.

【0027】[0027]

【他の実施例】次に図7〜図11に示す本発明の他の実
施例につき説明する。なお、これらの実施例の説明にあ
たって、本発明の前記第1実施例と同一の部分には同一
の符号を付し、重複する説明を省略する。
Another Embodiment Next, another embodiment of the present invention shown in FIGS. 7 to 11 will be described. In the description of these embodiments, the same parts as those in the first embodiment of the present invention will be designated by the same reference numerals, and overlapping description will be omitted.

【0028】まず図7及び図8に示す第2実施例に於い
て、前記第1実施例と主に異なる点は、左右及び前後の
側壁部パネル枠6Aである。すなわち、この側壁部パネ
ル枠6Aの接合体30は、第1実施例と同様に断面アン
グル状に形成されているものの、その水平接合部31の
幅寸法が下部パネル枠5Aのベース接合体5bの水平接
合部32よりも長い。したがって、図8で示すように下
部パネル枠5Aに側壁部パネル枠6Aを連結すると、側
壁部パネル枠6Aの水平接合部31が下部パネル枠5A
の水平接合部32よりも突出する。
First, the second embodiment shown in FIGS. 7 and 8 is mainly different from the first embodiment in the left and right and front and rear side wall panel frames 6A. That is, although the joined body 30 of the side wall panel frame 6A is formed to have an angled cross section as in the first embodiment, the width dimension of the horizontal joined portion 31 is similar to that of the base joined body 5b of the lower panel frame 5A. It is longer than the horizontal joint 32. Therefore, when the side wall panel frame 6A is connected to the lower panel frame 5A as shown in FIG. 8, the horizontal joint portion 31 of the side wall panel frame 6A is connected to the lower panel frame 5A.
Of the horizontal joint 32.

【0029】この様に構成すると、側壁部パネル枠を左
右及び前後に結合しても、周方向に対する歪みを極力防
止することができる。したがって、第1実施例よりも各
パネル枠の結合の強度化を図ることができる。
According to this structure, even if the side wall panel frames are joined to the left and right and the front and rear, distortion in the circumferential direction can be prevented as much as possible. Therefore, the strength of the connection between the panel frames can be increased as compared with the first embodiment.

【0030】次に図9〜図11で示す第3実施例に於い
て、前記第1実施例と主に異なる点は、左右及び前後の
側壁部パネル枠6Bである。この側壁部パネル枠6B
は、第2実施例の側壁部パネル枠6Aと一部同一である
(同一の部分には便宜上同様の符号を付す)。すなわ
ち、側壁部パネル枠6Bの接合体30aの水平接合部3
1aの幅寸法は下部パネル枠5Bのベース接合体5bの
水平接合部32aよりも長い点は同様であるが、さら
に、側壁部パネル枠6Bの前記水平接合部31aの上面
には、この側壁部パネル枠6Bの内壁面に固定的に設け
られた鋼材6dの側壁と当接する長尺状の補強部材34
が固定的に設けられている。この補強部材34は、アン
グル状、溝型状などの鋼材でも良いが、この実施例では
板状の鋼材が溶着されている。
Next, in the third embodiment shown in FIGS. 9 to 11, the main difference from the first embodiment is the left and right and front and rear side wall panel frames 6B. This side wall panel frame 6B
Is partly the same as the side wall panel frame 6A of the second embodiment (the same parts are denoted by the same reference numerals for convenience). That is, the horizontal joint portion 3 of the joint body 30a of the side wall panel frame 6B.
The width dimension of 1a is the same as that of the horizontal joint portion 32a of the base joint body 5b of the lower panel frame 5B, but the side wall portion is further formed on the upper surface of the horizontal joint portion 31a of the side wall panel frame 6B. A long reinforcing member 34 that abuts the side wall of the steel material 6d fixedly provided on the inner wall surface of the panel frame 6B.
Is fixedly provided. The reinforcing member 34 may be a steel material having an angle shape, a groove shape, or the like, but in this embodiment, a plate-shaped steel material is welded.

【0031】この様に構成すると、図11で示すように
側壁部パネル枠6Bに、矢印で示すように周方向の力が
作用しても、補強部材34が存在するので、側壁部パネ
ル枠6Bの周方向に対する歪みを確実に防止することが
できる。
With this structure, as shown in FIG. 11, the side wall panel frame 6B is provided with the reinforcing member 34 even if a circumferential force is applied to the side wall panel frame 6B as indicated by an arrow. Distortion in the circumferential direction can be reliably prevented.

【0032】なお、前記補強部材34は第2実施例の構
成要件に加味しているが、第1実施例の構成要件に加味
しても良い点は上述した通りである。
Although the reinforcing member 34 is added to the constituent requirements of the second embodiment, it may be added to the constituent requirements of the first embodiment as described above.

【0033】[0033]

【発明の効果】以上の説明から明らかなように、本発明
にあっては次に列挙するように効果がある。 (1)結露防止を図ることができる。 (2)設計上の計算に基づいた特定のパネル枠に対して
のみならず、重量の異なる各種態様のパネル枠(側壁及
び上部のパネル枠)に対しても使用可能な下部パネル枠
を得ることができる。 (3)弾性体が二重構造の場合は、水の浸入を防止する
シール効果をより一層発揮させることができる。 (4)第2実施例及び第3実施例の場合は、側壁部パネ
ル枠を左右及び前後に箱状に結合しても、周方向に対す
る歪みを確実に防止することができる。
As is apparent from the above description, the present invention has the following effects. (1) Condensation can be prevented. (2) To obtain a lower panel frame that can be used not only for a specific panel frame based on a design calculation but also for panel frames of various modes (side wall and upper panel frame) having different weights. You can (3) When the elastic body has a double structure, it is possible to further exert the sealing effect of preventing water from entering. (4) In the case of the second embodiment and the third embodiment, even if the side wall panel frames are joined to the left and right and front and rear in a box shape, it is possible to reliably prevent distortion in the circumferential direction.

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

図1ないし図6は本発明の第1実施例を示す各説明図。
図7及び図8は本発明の第2実施例を示す各説明図。図
9乃至図11は本発明の第3実施例を示す各説明図。
1 to 6 are explanatory views showing a first embodiment of the present invention.
7 and 8 are explanatory views showing a second embodiment of the present invention. 9 to 11 are explanatory views showing a third embodiment of the present invention.

【図1】全体の概略縦断面図(各部材を組合わせた状
態)。
FIG. 1 is an overall schematic vertical cross-sectional view (state in which respective members are combined).

【図2】各部材を組合わせた状態に於ける概略横断面
図。
FIG. 2 is a schematic transverse cross-sectional view in a state where each member is combined.

【図3】各パネル枠の分解斜視図。FIG. 3 is an exploded perspective view of each panel frame.

【図4】下部パネル枠と側壁部パネル枠との接合構造の
説明図。
FIG. 4 is an explanatory view of a joint structure of a lower panel frame and a side wall panel frame.

【図5】下部パネル枠と側壁部パネル枠との接合構造の
説明図。
FIG. 5 is an explanatory view of a joint structure of a lower panel frame and a side wall panel frame.

【図6】主要部の説明図。FIG. 6 is an explanatory diagram of a main part.

【図7】下部パネル枠と側壁部パネル枠との接合構造の
説明図。
FIG. 7 is an explanatory view of a joint structure of a lower panel frame and a side wall panel frame.

【図8】下部パネル枠と側壁部パネル枠との連結状態の
説明図。
FIG. 8 is an explanatory view of a connected state of the lower panel frame and the side wall panel frame.

【図9】下部パネル枠と側壁部パネル枠との接合構造の
説明図。
FIG. 9 is an explanatory view of a joint structure of a lower panel frame and a side wall panel frame.

【図10】下部パネル枠と側壁部パネル枠との連結状態
の説明図。
FIG. 10 is an explanatory view of a connected state of the lower panel frame and the side wall panel frame.

【図11】平面側から見た主要部の説明図。FIG. 11 is an explanatory diagram of a main part as seen from the plane side.

【符号の説明】[Explanation of symbols]

5、5A、5B…下部パネル枠、5b…ベース接合体、
31、31a、32、32a…水平接合部、5c…第1
貫通孔、6、6A、6B…側壁部パネル枠、6b、3
0、30a…接合体、6c…第2貫通孔、7…上部パネ
ル枠、10…固着具、11、12…弾性体、13…所要
空間、14…結露防止部材、34…補強部材。
5, 5A, 5B ... lower panel frame, 5b ... base joined body,
31, 31a, 32, 32a ... Horizontal joints, 5c ... First
Through hole, 6, 6A, 6B ... Side wall panel frame, 6b, 3
0, 30a ... Joined body, 6c ... Second through hole, 7 ... Upper panel frame, 10 ... Fixing tool, 11, 12 ... Elastic body, 13 ... Required space, 14 ... Dew condensation preventing member, 34 ... Reinforcing member.

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 矩形状のベース接合体5bを有する下部
パネル枠5と、この下部パネル枠のベース接合体と接合
する矩形状の接合体6bを有する左右及び前後の側壁部
パネル枠6と、この側壁部パネル枠6の接合体6bと前
記下部パネル枠のベース接合体5bとの間に介在する弾
性体と、各パネル枠5、6の接合体に形成された複数個
の貫通孔を介して各パネル枠5、6をそれぞれ連結する
複数個の固着具10と、箱状に組合わせられた各パネル
枠5、6の内壁面に壁状に吹き付けられた合成樹脂製結
露防止部材14とを備えた地下構造物の組立て構造。
1. A lower panel frame 5 having a rectangular base joined body 5b, and left and right and front and rear side wall panel frames 6 having a rectangular joined body 6b joined to the base joined body of the lower panel frame, Through the elastic body interposed between the joined body 6b of the side wall panel frame 6 and the base joined body 5b of the lower panel frame, and a plurality of through holes formed in the joined body of the panel frames 5 and 6 A plurality of fasteners 10 for connecting the respective panel frames 5, 6 with each other, and a synthetic resin dew condensation preventing member 14 blown in a wall shape on the inner wall surfaces of the panel frames 5, 6 combined in a box shape. Assembling structure of underground structure with.
【請求項2】 請求項1に於いて、下部パネル枠5は、
矩形状鉄板5aと、この鉄板の周端部に矩形状に溶着さ
れたベース接合体5bと、このベース接合体5bの水平
接合部に所要間隔を有して形成された複数個の第1貫通
孔5cと、前記鉄板5aと一体的に設けられ、かつ、前
記ベース接合体5b内に位置する複数本のベースH型綱
5dとから構成されていることを特徴とする地下構造物
の組立て構造。
2. The lower panel frame 5 according to claim 1,
A rectangular iron plate 5a, a base joined body 5b welded in a rectangular shape to a peripheral end portion of the iron plate, and a plurality of first penetrating holes formed at a horizontal joined portion of the base joined body 5b with a required gap. Assembling structure of underground structure, characterized by comprising a hole 5c and a plurality of base H-shaped ropes 5d which are provided integrally with the iron plate 5a and are located in the base joined body 5b. .
【請求項3】 請求項1に於いて、弾性体は、下部パネ
ル枠5のベース接合体5bの水平接合部に配設された梯
子状弾性体11と、前記ベース接合体5bに形成された
各第1貫通孔5cを臨むように梯子状弾性体11の所要
空間13内に配設された複数の環状弾性体12とから成
ることを特徴とする地下構造物の組立て構造。
3. The elastic body according to claim 1, wherein the elastic body is formed on the ladder-shaped elastic body 11 arranged at a horizontal joint portion of the base joint body 5b of the lower panel frame 5 and the base joint body 5b. An assembled structure of an underground structure, comprising: a plurality of annular elastic bodies 12 arranged in a required space 13 of the ladder-shaped elastic body 11 so as to face each first through hole 5c.
【請求項4】 矩形状のベース接合体5bを有する下部
パネル枠5Aと、この下部パネル枠のベース接合体5b
と接合する矩形状の接合体30を有する左右及び前後の
側壁部パネル枠6Aと、この側壁部パネル枠6Aの接合
体30と前記下部パネル枠のベース接合体5bとの間に
介在する弾性体と、各パネル枠5A、6A、の接合体に
形成された複数個の貫通孔を介して各パネル枠5A、6
Aをそれぞれ連結する複数個の固着具10と、箱状に組
合わせられた各パネル枠5A、6Aの内壁面に壁状に吹
き付けられた合成樹脂製結露防止部材14とを備え、前
記側壁部パネル枠6Aの接合体30の水平接合部31の
幅寸法が、下部パネル枠5Aのベース接合体5bの水平
接合部32よりも長いことを特徴とする地下構造物の組
立て構造。
4. A lower panel frame 5A having a rectangular base joined body 5b and a base joined body 5b of the lower panel frame.
Left and right and front and rear side wall panel frames 6A having a rectangular bonded body 30 to be bonded to, and an elastic body interposed between the bonded body 30 of the side wall panel frames 6A and the base bonded body 5b of the lower panel frame. And each panel frame 5A, 6A through a plurality of through holes formed in the joined body of each panel frame 5A, 6A.
A plurality of fasteners 10 for connecting A respectively, and a synthetic resin condensation prevention member 14 blown in a wall shape on the inner wall surfaces of the panel frames 5A, 6A combined in a box shape, and the side wall portion An assembling structure for an underground structure, wherein a width dimension of a horizontal joint portion 31 of the joint body 30 of the panel frame 6A is longer than a width dimension of the horizontal joint portion 32 of the base joint body 5b of the lower panel frame 5A.
【請求項5】 矩形状のベース接合体5bを有する下部
パネル枠5Bと、この下部パネル枠のベース接合体5b
と接合する矩形状の接合体30aを有する左右及び前後
の側壁部パネル枠6Bと、この側壁部パネル枠6Bの接
合体30aと前記下部パネル枠のベース接合体5bとの
間に介在する弾性体と、各パネル枠5B、6Bの接合体
に形成された複数個の貫通孔を介して各パネル枠5B、
6Bをそれぞれ連結する複数個の固着具10と、箱状に
組合わせられた各パネル枠5B、6Bの内壁面に壁状に
吹き付けられた合成樹脂製結露防止部材14とを備え、
前記側壁部パネル枠6Bの水平接合部31aの上面に
は、この側壁部パネル枠6Bの内壁面に固定的に設けら
れた鋼材6dの側壁と当接する長尺状の補強部材34が
固定的に設けられていることを特徴とする地下構造物の
組立て構造。
5. A lower panel frame 5B having a rectangular base joined body 5b, and a base joined body 5b of the lower panel frame.
Left and right and front and rear side wall panel frames 6B having a rectangular bonded body 30a bonded to each other, and an elastic body interposed between the bonded body 30a of the side wall panel frame 6B and the base bonded body 5b of the lower panel frame. And each panel frame 5B through a plurality of through holes formed in the joined body of each panel frame 5B, 6B,
A plurality of fasteners 10 respectively connecting 6B, and a synthetic resin dew condensation prevention member 14 blown in a wall shape on the inner wall surface of each panel frame 5B, 6B combined in a box shape,
On the upper surface of the horizontal joint portion 31a of the side wall panel frame 6B, a long reinforcing member 34 fixedly contacting the side wall of the steel material 6d fixedly provided on the inner wall surface of the side wall panel frame 6B is fixed. Assembling structure of underground structure characterized by being provided.
JP7021363A 1995-01-13 1995-01-13 Assembling structure of underground structure Pending JPH08193337A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7021363A JPH08193337A (en) 1995-01-13 1995-01-13 Assembling structure of underground structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7021363A JPH08193337A (en) 1995-01-13 1995-01-13 Assembling structure of underground structure

Publications (1)

Publication Number Publication Date
JPH08193337A true JPH08193337A (en) 1996-07-30

Family

ID=12053016

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7021363A Pending JPH08193337A (en) 1995-01-13 1995-01-13 Assembling structure of underground structure

Country Status (1)

Country Link
JP (1) JPH08193337A (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103081763A (en) * 2013-02-17 2013-05-08 张永忠 Machine for inserting plastic film perpendicularly
CN112459535A (en) * 2020-12-09 2021-03-09 沧州市华油飞达石油装备有限公司 Acid rain resistant barracks

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