JPS623443Y2 - - Google Patents

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Publication number
JPS623443Y2
JPS623443Y2 JP1981089448U JP8944881U JPS623443Y2 JP S623443 Y2 JPS623443 Y2 JP S623443Y2 JP 1981089448 U JP1981089448 U JP 1981089448U JP 8944881 U JP8944881 U JP 8944881U JP S623443 Y2 JPS623443 Y2 JP S623443Y2
Authority
JP
Japan
Prior art keywords
horizontal main
plate
main plate
reinforced concrete
shed
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
JP1981089448U
Other languages
Japanese (ja)
Other versions
JPS57202501U (en
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 filed Critical
Priority to JP1981089448U priority Critical patent/JPS623443Y2/ja
Publication of JPS57202501U publication Critical patent/JPS57202501U/ja
Application granted granted Critical
Publication of JPS623443Y2 publication Critical patent/JPS623443Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 本案は外周縁に沿つて切欠段部1の欠截された
方形水平主版2の四隅より支脚3の垂設されたプ
レキヤスト鉄筋コンクリート支持版Aの前記各支
脚3を、基礎B上に載架し、前後左右の壁版4
a,4b,4c,4dを一体に連設してなる角筒
状構造体の頂部に屋根版5を一体に連設してなる
プレキヤスト鉄筋コンクリート上屋Cにおける前
記各壁版4a,4b,4c,4dを前記支持版A
における切欠段部1上に水平主版2との間に防水
モルタル11が介装されるように載架するととも
に、前記各壁版4a,4b,4c,4dに貫挿し
たボルト6を前記水平主版2内に定着され、後端
に管体9が連設されたナツト8に螺挿するととも
に、ボルト6の先端を前記管体9内に挿入してな
ることを特徴とする組立建造物に係るもので、そ
の目的とする処は組立分解が簡単で、而も構造上
合理的な組立建造物を供する点にある。
[Detailed description of the invention] The present invention includes each of the supporting legs 3 of the precast reinforced concrete support plate A, in which the supporting legs 3 are suspended from the four corners of the rectangular horizontal main plate 2 with the notch step 1 cut out along the outer periphery. Mounted on foundation B, front, rear, left and right wall plates 4
Each wall plate 4a, 4b, 4c in a precast reinforced concrete shed C, which is formed by integrally connecting a roof plate 5 to the top of a rectangular cylindrical structure formed by integrally connecting a, 4b, 4c, 4d, 4d to the support plate A
Waterproof mortar 11 is placed on the notch step 1 between the horizontal main slab 2 and the bolts 6 inserted through the respective wall slabs 4a, 4b, 4c, 4d are inserted into the horizontal main slab 2. An assembly structure characterized in that it is screwed into a nut 8 which is fixed in the main plate 2 and has a tubular body 9 connected to its rear end, and the tip of the bolt 6 is inserted into the tubular body 9. The purpose of this is to provide an assembled building that is easy to assemble and disassemble and is structurally rational.

なお前記基礎Bは例えば地中に掘削された基礎
孔底部に施工された割栗より構成されている。ま
た前記ボルト6は第8図に示す如く前記各壁版4
a,4b,4c,4dの下部外周面に設けられた
凹部4′より同壁版に穿設された透孔7を貫通し
て、水平主版2に定着されたナツト8に螺着され
るようになつている。図中10は同管体9に溶着
されたアンカー鉄筋、12は壁版に埋設され、ボ
ルト6の貫通される座金である。
Note that the foundation B is made of, for example, a split chestnut constructed at the bottom of a foundation hole excavated underground. Further, the bolts 6 are connected to each wall plate 4 as shown in FIG.
a, 4b, 4c, and 4d are screwed into nuts 8 fixed to the horizontal main plate 2 by passing through the through holes 7 drilled in the wall plates from the recesses 4' provided on the lower outer circumferential surface of the plates. It's becoming like that. In the figure, reference numeral 10 indicates an anchor reinforcing bar welded to the tubular body 9, and reference numeral 12 indicates a washer embedded in the wall slab through which the bolt 6 is passed.

その他図中13は水平主版2の水抜孔、14は
壁版4b,4c,4dに配設された開口部サツ
シ、15は壁版4aに設けられた開閉扉16は壁
版4dに穿設された換気口である。
In addition, in the figure, 13 is a drain hole in the horizontal main plate 2, 14 is an opening provided in the wall plates 4b, 4c, and 4d, and 15 is an opening/closing door 16 provided in the wall plate 4a, which is bored in the wall plate 4d. vents.

本案に係る組立建造物は前記したように、外周
縁に沿つた切欠段部1の欠截された水平主版2の
4隅より支脚3の垂設されたプレキヤスト鉄筋コ
ンクリート支持版Aと前後左右の壁版4a,4
b,4c,4dを一体に連設してなる角筒状構造
体の頂部に屋根版5を一体に連設してなるプレキ
ヤスト鉄筋コンクリート上屋Cとより構成され、
両者を所要の建設現場に搬入して前記支持版Aの
支脚3を基礎B上に載架することによつて同支持
版Aを所定位置にセツトし、同支持版A上に前記
上屋Cを載架し、同上屋Cの前後左右各壁版4
a,4b,4c,4dを前記支持版Aにおける水
平主版2の外周縁に配設された切欠段部1に載架
し、同水平主版2の定着されたナツト8に前記各
壁版を貫通するボルト6を螺着することによつて
結合するようにしたので、建造物の組立が簡単に
行なわれるものである。また前記切欠段部1に前
記各壁版4a,4b,4c,4dが載架されて水
平主版2にボルト6で結合されるため、上屋Cの
位置決めが正確に行なわれるものであり、この際
ボルト6の先端部が前記ナツト8の後部に連設さ
れた管体9に挿入されるので、ボルトが長尺のも
ので使用され、且つボルト躯幹部が管体9で保護
され、汚損、歪曲を防止され解体時容易に取外す
ことができる。また前記上屋Cの水平方向の変位
が前記切欠段部1によつて防止され、前記上屋C
は前記支持版Aに確固と結合されるものである。
As mentioned above, the prefabricated building according to the present project consists of a precast reinforced concrete support plate A with support legs 3 suspended from the four corners of the horizontal main plate 2 with cutout steps 1 along the outer periphery, and Wall plate 4a, 4
It is composed of a precast reinforced concrete shed C formed by integrally connecting roof plates 5 to the top of a rectangular cylindrical structure formed by integrally connecting blocks b, 4c, and 4d,
By transporting both to the required construction site and mounting the supporting legs 3 of the support plate A on the foundation B, the support plate A is set in a predetermined position, and the shed C is placed on the support plate A. 4 on each of the front, left, and right walls of the same shed C.
a, 4b, 4c, and 4d are mounted on the notch step 1 provided at the outer peripheral edge of the horizontal main plate 2 in the support plate A, and each of the wall plates is placed on the fixed nut 8 of the horizontal main plate 2. Since they are connected by screwing the bolts 6 that pass through them, the building can be easily assembled. In addition, since the wall slabs 4a, 4b, 4c, and 4d are mounted on the cutout step 1 and connected to the horizontal main slab 2 with bolts 6, the shed C can be accurately positioned. At this time, the tip of the bolt 6 is inserted into the tube 9 connected to the rear of the nut 8, so that the bolt is long and the bolt body is protected by the tube 9, preventing dirt and contamination. , which prevents distortion and can be easily removed during disassembly. Further, the horizontal displacement of the shed C is prevented by the cutout step portion 1, and the shed C is prevented from being displaced in the horizontal direction.
is firmly connected to the support plate A.

更に前記水平主版2と各壁版4a,4b,4
c,4dとの間に防水モルタル11が介装されて
いるので、防水性能の優れた組立建造物が構成さ
れる。
Furthermore, the horizontal main plate 2 and each wall plate 4a, 4b, 4
Since the waterproof mortar 11 is interposed between the parts c and 4d, an assembled building with excellent waterproof performance is constructed.

また前記上屋Cは前後左右の壁版4a,4b,
4c,4dと屋根版5とが一体に構成されている
ので、上屋Cの各構成部材の結合部が剛強に構成
され、構造的に有利であり、且つ耐水、耐火耐熱
性に優れ、保守管理上有利である。なお前記各壁
版には窓枠の位置、すきまを自由に選定しうるも
のである。
In addition, the shed C has wall plates 4a, 4b on the front, rear, left and right sides,
4c, 4d and the roof slab 5 are integrally constructed, the joints of each structural member of the shed C are constructed to be strong and strong, which is structurally advantageous, and has excellent water resistance, fire resistance and heat resistance, and is easy to maintain. Advantageous for management. Note that the position of the window frame and the gap can be freely selected for each of the above-mentioned wall slabs.

また前記支持版Aは前記上屋Cの土台を構成す
るとともに、水平主版2が床版を兼用し、土間コ
ンクリートの打設が不要となる。なお前記支持版
Aの製造に際して生コンクリートの逆打ちによつ
て同支持版Aを成型することによつて、表面を緻
密に仕上げ、表面仕上げを不要ならしめることが
できるものである。
Further, the support slab A constitutes the foundation of the shed C, and the horizontal main slab 2 also serves as a floor slab, eliminating the need for pouring concrete for the dirt floor. In addition, by molding the support plate A by reverse pouring of fresh concrete when manufacturing the support plate A, the surface can be finished densely and surface finishing can be made unnecessary.

なお本案はバス待合所、物置、勉強部屋、簡易
便所、塵芥収集小屋、学校の運動部等の部屋、風
呂、温室、各種管理事務所、危険物収納小屋等の
小型建造物に適用されるものである。
This proposal applies to small buildings such as bus shelters, storerooms, study rooms, simple toilets, garbage collection sheds, school sports club rooms, baths, greenhouses, various administrative offices, and hazardous materials storage sheds. It is.

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

第1図は本案に係る組立建造物の正面図、第2
図はその背面図、第3図はその左側面図、第4図
はその右側面図、第5図はその横断平面図、第6
図はその拡大縦断正面図、第7図はその拡大縦断
左側面図、第8図は上屋と支持版との結合部を示
す縦断面図である。 A……プレキヤスト鉄筋コンクリート支持版、
B……基礎、C……プレキヤスト鉄筋コンクリー
ト上屋、1……切欠段部、2……水平主版、3…
…支脚、4a,4b,4c,4d……壁版、5…
…屋根版、6……ボルト、8……ナツト、9……
管体、11……防水モルタル。
Figure 1 is a front view of the prefabricated building related to this project, Figure 2
The figure is its rear view, Figure 3 is its left side view, Figure 4 is its right side view, Figure 5 is its cross-sectional plan view, and Figure 6 is its left side view.
The figure is an enlarged longitudinal sectional front view, FIG. 7 is an enlarged longitudinal sectional left side view, and FIG. 8 is a longitudinal sectional view showing a joint between the shed and the support plate. A... Precast reinforced concrete support plate,
B...Foundation, C...Precast reinforced concrete shed, 1...Notch step, 2...Horizontal main slab, 3...
...Support legs, 4a, 4b, 4c, 4d...Wall plate, 5...
...Roof plate, 6...Bolt, 8...Natsuto, 9...
Pipe body, 11... Waterproof mortar.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 外周縁に沿つて切欠段部1の欠截された方形水
平主版2の四隅より支脚3の垂設されたプレキヤ
スト鉄筋コンクリート支持版Aの前記各支脚3
を、基礎B上に載架し、前後左右の壁版4a,4
b,4c,4dを一体に連設してなる角筒状構造
体の頂部に屋根版5を一体に連設してなるプレキ
ヤスト鉄筋コンクリート上屋Cにおける前記各壁
版4a,4b,4c,4dを前記支持版Aにおけ
る切欠段部1上に水平主版2との間に防水モルタ
ル11が介装されるように載架するとともに、前
記各壁版4a,4b,4c,4dに貫挿したボル
ト6を前記水平主版2内に定着され、後端に管体
9が連設されたナツト8に螺挿するとともに、ボ
ルト6の先端を前記管体9内に挿入してなること
を特徴とする組立建造物。
Each support leg 3 of a precast reinforced concrete support plate A has support legs 3 suspended from the four corners of a rectangular horizontal main plate 2 having a notched step 1 along its outer periphery.
are mounted on the foundation B, and the front, rear, left and right wall plates 4a, 4
Each of the wall slabs 4a, 4b, 4c, 4d in a precast reinforced concrete shed C, which has a roof slab 5 integrally connected to the top of a rectangular cylindrical structure formed by integrally connecting walls b, 4c, 4d. Waterproof mortar 11 is placed on the notch step 1 of the supporting plate A and the horizontal main plate 2 is interposed therebetween, and bolts are inserted through each of the wall plates 4a, 4b, 4c, and 4d. 6 is fixed in the horizontal main plate 2 and is screwed into a nut 8 having a tubular body 9 connected to the rear end thereof, and the tip of the bolt 6 is inserted into the tubular body 9. assembly building.
JP1981089448U 1981-06-19 1981-06-19 Expired JPS623443Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1981089448U JPS623443Y2 (en) 1981-06-19 1981-06-19

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1981089448U JPS623443Y2 (en) 1981-06-19 1981-06-19

Publications (2)

Publication Number Publication Date
JPS57202501U JPS57202501U (en) 1982-12-23
JPS623443Y2 true JPS623443Y2 (en) 1987-01-27

Family

ID=29884592

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1981089448U Expired JPS623443Y2 (en) 1981-06-19 1981-06-19

Country Status (1)

Country Link
JP (1) JPS623443Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0520801Y2 (en) * 1985-12-20 1993-05-28

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5255845Y2 (en) * 1975-10-21 1977-12-16
JPS54156211A (en) * 1978-05-31 1979-12-10 Atsushi Sasahara Precast concrete wall body

Also Published As

Publication number Publication date
JPS57202501U (en) 1982-12-23

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