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JPH0670346B2 - Frame structure of columns and beams in a self-propelled multi-storey car park - Google Patents
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JPH0670346B2 - Frame structure of columns and beams in a self-propelled multi-storey car park - Google Patents

Frame structure of columns and beams in a self-propelled multi-storey car park

Info

Publication number
JPH0670346B2
JPH0670346B2 JP26276390A JP26276390A JPH0670346B2 JP H0670346 B2 JPH0670346 B2 JP H0670346B2 JP 26276390 A JP26276390 A JP 26276390A JP 26276390 A JP26276390 A JP 26276390A JP H0670346 B2 JPH0670346 B2 JP H0670346B2
Authority
JP
Japan
Prior art keywords
line
girder
intersections
intersection
parking
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 - Lifetime
Application number
JP26276390A
Other languages
Japanese (ja)
Other versions
JPH04140368A (en
Inventor
秀明 近藤
Original Assignee
豊田総建株式会社
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 豊田総建株式会社 filed Critical 豊田総建株式会社
Priority to JP26276390A priority Critical patent/JPH0670346B2/en
Publication of JPH04140368A publication Critical patent/JPH04140368A/en
Publication of JPH0670346B2 publication Critical patent/JPH0670346B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は自走式立体駐車場における柱及び梁の架構構造
に関する。
TECHNICAL FIELD The present invention relates to a frame structure of columns and beams in a self-propelled multi-storey parking lot.

〔従来の技術〕[Conventional technology]

従来、自走式立体駐車場における昇降車路の平面形状
は、一般に第5図のA,B,Cのように分割され、その外周
に駐車帯D,E,Fが形成される。
Conventionally, the plane shape of the hoistway in a self-propelled multi-storey parking lot is generally divided into A, B, and C in FIG. 5, and parking zones D, E, and F are formed on the outer periphery thereof.

このように分割された例えばAの分割部をみると、長辺
Gと短辺Hとからなる台形で、かつ点IとJは同一高さ
にあり、点KとLは同一高さにあるため、この分割部A
の床板は捩れた面になる。そのため、この床板を1枚の
プレキャストコンクリート床板(以下PC床板という)で
形成することは困難であることから、一般に現場打ちコ
ンクリートで成形している。
Looking at the divided part of A, for example, which is divided in this way, it is a trapezoid consisting of a long side G and a short side H, points I and J are at the same height, and points K and L are at the same height. Therefore, this division A
The floorboard of the car has a twisted surface. Therefore, it is difficult to form this floorboard with one precast concrete floorboard (hereinafter referred to as PC floorboard), and therefore it is generally cast with cast-in-place concrete.

そこで本出願人は、工期短縮等の目的から前記昇降車路
A〜CをPC床板で形成するために、第6図に示すよう
に、二等辺三角形のPC床板Mを多数枚連接してその各接
合部で捩れをもたせて昇降車路を構成するようにした床
板構造を提案した(特願平2-122553号)。
Therefore, the applicant of the present invention connects a plurality of isosceles PC floor plates M as shown in FIG. 6 in order to form the hoistways A to C with the PC floor plates for the purpose of shortening the construction period. We proposed a floorboard structure in which each joint is twisted to form a hoistway (Japanese Patent Application No. 2-122553).

〔発明が解決しようとする課題〕[Problems to be Solved by the Invention]

ところで、前記のように床板をPC床板で形成する場合に
は、第6図に示すような鎖線で示すモジュールグリット
線N上に柱や梁が配置されることが、PC床板を画一的に
形成する上に望ましい。
By the way, when the floorboard is formed of the PC floorboard as described above, the pillars and beams are arranged on the module grid line N indicated by the chain line as shown in FIG. Desirable for forming.

しかし、昇降車路の幅Oが法規制されており、かつ昇降
車路の大梁1が、円形の昇降車路における中心点Pにお
いて等分割した角度の放射線上に配置されることなどの
制約上から、大梁1を、昇降車路における内側Qと外側
点Rまでに亘って直線的に形成すると、その点QとRが
第6図に示すようにモジュールグリット線Nの交点から
はずれ、外周駐車帯D及び内周駐車帯D′の大梁2,3が
モジュールグリット線N上からはずれ、また内外の柱4,
4aもモジュールグリット線Nの交点からはずれる。その
ため、グリット割りした画一的なPC床板が配置できない
問題が生じる。
However, there is a restriction that the width O of the hoistway is regulated, and that the girder 1 of the hoistway is arranged on the radiation of equally divided angles at the center point P of the circular hoistway. When the girder 1 is linearly formed from the inside Q to the outside point R in the hoistway, the points Q and R deviate from the intersection of the module grid lines N as shown in FIG. The girders 2 and 3 of the belt D and the inner peripheral parking belt D ′ deviate from the module grid line N, and the inner and outer columns 4 and
4a also deviates from the intersection of the module grid lines N. Therefore, there is a problem that a uniform PC floor board that is grit-divided cannot be placed.

そこで本発明は、柱がモジュールグリット線の交点に配
置され、かつ駐車帯の大梁がモジュールグリット線上に
配置されるようにして、駐車帯の床板がグリット割りさ
れた画一的なPC床板で構築できる柱及び梁の架構構造を
提案することを目的とするものである。
Therefore, the present invention is constructed with a uniform PC floor plate in which the pillars are arranged at the intersections of the module grid lines and the large beams of the parking band are arranged on the module grid lines, and the floor plate of the parking band is grit-split. The purpose is to propose a frame structure of possible columns and beams.

〔課題を解決するための手段〕[Means for Solving the Problems]

本発明は前記の課題を解決するために、昇降車路の湾曲
車路部(10)の平面形状を、外側が長辺で内側が短辺の
等脚台形に形成し、その外側縁線(10a)の両端を、等
間隔の縦線(18)と横線(19)からなる仮想のモジュー
ルグリット線の交点に定め、その両交点(20)(21)か
ら外方へモジュールグリット線に沿って駐車帯大梁部
(28a)(29a)を設けると共に、該駐車帯大梁部(28
a)(29a)上におけるモジュールグリット線との交点に
外柱(25)(26)を設け、湾曲車路部(10)よりも内側
のモジュールグリット線の交点に内柱(27)を設け、該
内柱(27)から外方へモジュールグリット線に沿って内
側駐車帯の大梁部(28b)(29b)を設け、該両大梁部
(28b)(29b)と前記湾曲車路部(10)の両側縁との交
点(28c)(29c)と、前記外側縁線(10a)の両端の交
点(20)(21)との間を車路大梁部(28d)(29d)で連
結し、更に湾曲車路部(10)には、その前記外側縁線
(10a)に並行する小梁(32)を、駐車帯部にはモジュ
ールグリット線に沿って小梁(35)を設けたことを特徴
とするものである。
In order to solve the above-mentioned problems, the present invention forms the curved road portion (10) of a hoistway in a plane shape into an isosceles trapezoid having a long side on the outer side and a short side on the inner side, and its outer edge line ( Both ends of 10a) are set to the intersections of virtual module grid lines consisting of vertical lines (18) and horizontal lines (19) at equal intervals, and outward from the intersections (20) (21) along the module grid lines. Parking strip girders (28a) (29a) are provided and the parking strip girders (28a)
a) (29a) is provided with outer columns (25) (26) at intersections with the module grit line, and inner columns (27) are provided at intersections of the module grit lines inside the curved road section (10), Girder portions (28b) (29b) of the inner parking zone are provided outward from the inner pillar (27) along the module grid line, and the girder portions (28b) (29b) and the curved road portion (10) are provided. The intersections (28c) (29c) with the both side edges of the vehicle and the intersections (20) (21) at both ends of the outer edge line (10a) are connected by road girders (28d) (29d). The curved road portion (10) is provided with a beam (32) parallel to the outer edge line (10a), and the parking band portion is provided with a beam (35) along the module grid line. It is what

〔実施例〕〔Example〕

次に第1図乃至第4図に示す本発明の実施例について説
明する。
Next, an embodiment of the present invention shown in FIGS. 1 to 4 will be described.

第1図は本発明の昇降車路及び駐車帯を示す平面図(床
伏図)である。5は昇降車路で、その一端5aは下階の昇
降口、他端5bは上階の昇降口となっている。昇降車路5
は、中央点6を中心とする円弧線上に沿って配置され、
大きく分けて左右側車路部7,8と後側車路部9と、これ
らの間に配置した湾曲車路部10,11とにより構成されて
いる。また、昇降車路5の外周部には外側駐車帯12〜14
が配置され、内周部には内側駐車帯15,16が配置されて
いる。17は駐車状態の車両を示す。
FIG. 1 is a plan view (floor plan view) showing a hoistway and a parking zone of the present invention. 5 is an elevator road, one end 5a of which is an elevator door on the lower floor and the other end 5b is an elevator door of the upper floor. Hoistway 5
Is arranged along an arc line centered on the center point 6,
It is roughly divided into left and right roadway portions 7, 8 and a rear roadway portion 9, and curved roadway portions 10, 11 arranged between them. Further, the outer parking zone 12 to 14 is provided on the outer periphery of the hoistway 5.
Are arranged, and inner parking zones 15 and 16 are arranged on the inner periphery. Reference numeral 17 indicates a parked vehicle.

第2図は昇降車路の左半分における柱、梁の配置状態を
示す。この図において、18,19は、柱、大梁、PC床板の
配置基準とする縦線及び横線からなるモジュールグリッ
ト線で、所定の等間隔で定められている。左側車路部7
における外側縁線7aと湾曲車路部10における外側縁線10
aとの交点20及び湾曲車路部10における外側縁線10aと後
側車路部9における外側縁線9aとの交点21は共に前記の
モジュールグリット線18,19の交点に設定されている。
そして、昇降車路5の中心点6はモジュールグリット1
8,19の交点に設定され、この交点におけるグリット縦線
18上に前記後側車路部9の中央横断線9bが位置し、グリ
ット横線19上に昇降車路5における入口5aの横断線5cが
位置するようになっている。更に、前記の中央横断線9
b、横断線5cと、前記交点20及び21から中心点6に引い
た大梁線22,23、湾曲車路部10の中央から中心点6に引
いた中央横断線24は、夫々中心点6を中心として近似範
囲の角度に分割した線上に配置されている。すなわち、
各線間の角度αは22°30′に近い角度に設定されてい
る。25は外側駐車帯12の外側に設けた外柱で、左側車路
部7と湾曲車路部10との交点20におけるグリット横線19
上でかつ外側駐車帯12におけるグリット縦線18との交点
に設けられている。26は外側駐車帯13の外側に設けた外
柱で、後側車路部9と湾曲車路部10との交点20における
グリット縦線18上でかつ外側駐車帯13におけるグリット
横線19との交点に設けられている。27は内側駐車帯15部
におけるグリット交点に設けた内柱である。第2図にお
いて、太線は大梁の配置状態を示す。左側の大梁28は、
前記外側駐車帯12の外柱25から昇降車路における交点20
までのグリット横線19上に沿って配置された外側大梁部
28aと、前記内側駐車帯15部に設けた内柱27からグリッ
ト横線19上に沿って設けた内側大梁部28bと、前記大梁
線22における前記外側大梁部28aとの交点20及び内側大
梁部28bとの交点28c間に亘る車路大梁部28dとからな
り、これらを一体的に連結して構成されている。29は後
側の大梁で、前記左側の大梁28と同様に、外側大梁部29
aと、内側大梁部29bと、交点21,29c間の車路大梁部29d
とからなっている。前記左側の大梁28の架設高さを第3
図に示す。この図において、外柱25、交点20,28c部での
高さは共に同一高さにあり、交点28cから内柱27部に向
っては車路床の勾配にならっていくので上方へ傾斜し、
内柱27部では交点28cに比べて約20cm高くなり、丁度駐
車帯部の床が程合になる。
FIG. 2 shows the arrangement of columns and beams in the left half of the hoistway. In this figure, 18 and 19 are module grit lines composed of vertical lines and horizontal lines that are the reference for arranging columns, girders, and PC floor boards, and are set at predetermined equal intervals. Left road section 7
The outer edge line 7a of the vehicle and the outer edge line 10 of the curved road portion 10
The intersection 20 with a and the intersection 21 with the outer edge line 10a in the curved road portion 10 and the outer edge line 9a in the rear road portion 9 are both set to the intersection points of the module grid lines 18 and 19.
The center point 6 of the hoistway 5 is the module grid 1
It is set at the intersection of 8,19 and the grit vertical line at this intersection
The central transverse line 9b of the rear roadway portion 9 is located on the upper side 18, and the transverse line 5c of the entrance 5a in the hoistway 5 is located on the horizontal grit line 19. In addition, the central transversal line 9
b, the transverse line 5c, the girder lines 22 and 23 drawn from the intersections 20 and 21 to the center point 6, and the central transverse line 24 drawn from the center of the curved road portion 10 to the center point 6 respectively. It is arranged on a line that is divided into angles in the approximate range as the center. That is,
The angle α between the lines is set to an angle close to 22 ° 30 '. Reference numeral 25 denotes an outer pillar provided outside the outer parking zone 12, and a grit horizontal line 19 at an intersection 20 between the left road portion 7 and the curved road portion 10.
It is provided above and at the intersection with the grit vertical line 18 in the outer parking zone 12. Reference numeral 26 denotes an outer pillar provided outside the outer parking zone 13, on the grit vertical line 18 at the intersection 20 of the rear road portion 9 and the curved road portion 10 and at the intersection with the grit horizontal line 19 of the outer parking zone 13. It is provided in. 27 is an inner pillar provided at the grid intersection in the 15th parking zone. In FIG. 2, the thick line shows the arrangement state of the girders. On the left girder 28,
An intersection 20 in the hoistway from the outer pillar 25 of the outer parking zone 12
Outer girders arranged along the horizontal grit line 19 up to
28a, an inner girder portion 28b provided along the grit horizontal line 19 from the inner pillar 27 provided in the inner parking zone 15, and an intersection 20 between the outer girder portion 28a in the girder line 22 and the inner girder portion 28b. And a roadway girder portion 28d extending between the intersection points 28c and the intersection point 28c, and these are integrally connected to each other. 29 is a rear girder, and like the left girder 28, the outer girder 29
a, inner girder part 29b, and road girder part 29d between intersections 21 and 29c
It consists of The erection height of the left girder 28 is set to the third
Shown in the figure. In this figure, the heights of the outer pillar 25 and the intersections 20 and 28c are the same, and the slope from the intersection 28c to the inner pillar 27 follows the slope of the roadbed. ,
The height of the inner pillar 27 is about 20 cm higher than that of the intersection 28c, and the floor of the parking zone is just right.

次に昇降車路部におけるPC床板割りについて第2図によ
り説明する。
Next, the PC floor board splitting in the hoistway will be described with reference to FIG.

湾曲車路部10におけるPC床板10bは、前記左側の大梁線2
2とグリット縦線18との交点22aと、後側の大梁線23とグ
リット横線19との交点23aを結ぶ線、すなわち外側縁線1
0aと平行する分割線30と、前記両大梁線22と23に平行す
る分割線31とで形成される二等辺三角形に分割されてい
る。左側車路部7におけるPC床板7bは、前記PC床板10b
と同様な二等辺三角形のPC床板で形成され、その底辺部
をグリット縦線18に沿わせて配置されている。後側車路
部9のPC床板は、前記PC床板10bと同様な二等辺三角形
のPC床板で形成され、その底辺部をグリット横線19に沿
わせて配置されている。
The PC floorboard 10b in the curved road portion 10 is the left girder line 2
2 and an intersection 22a of the grit vertical line 18 and a line connecting the intersection 23a of the rear girder line 23 and the grit horizontal line 19, that is, the outer edge line 1
It is divided into an isosceles triangle formed by a dividing line 30 parallel to 0a and a dividing line 31 parallel to both the girder lines 22 and 23. The PC floorboard 7b in the left-side road portion 7 is the PC floorboard 10b.
It is formed of a PC floor board of an isosceles triangle similar to the above, and the bottom side thereof is arranged along the grit vertical line 18. The PC floorboard of the rear roadway portion 9 is formed of an isosceles triangular PC floorboard similar to the PC floorboard 10b, and the bottom portion thereof is arranged along the horizontal grid line 19.

次に小梁の配置について第4図により説明する。Next, the arrangement of the beam will be described with reference to FIG.

湾曲車路部10は、前記外側縁線10a及び分割線30に沿っ
て小梁32が配置され、左側車路部7は、グリット縦線18
に沿って小梁33が配置され、後側車路部9は、グリット
横線19に沿って小梁34が配置されている。外側の駐車帯
にはグリット線間隔の2倍の間隔でグリット線上に位置
して小梁35が配置されている。湾曲車路部10と外側の駐
車帯との間で構成される三角部36には小梁37が図示のよ
うに小梁32に平行して配置されている。
In the curved road portion 10, the beam 32 is arranged along the outer edge line 10a and the dividing line 30, and the left road portion 7 is provided with the grit vertical line 18
A beam 33 is arranged along the line, and a beam 34 is arranged along the grit horizontal line 19 in the rear roadway portion 9. Beams 35 are arranged on the outer parking zone on the grit line at an interval twice the grit line interval. A beam 37 is arranged parallel to the beam 32 in a triangular portion 36 formed between the curved road portion 10 and the outer parking zone as shown in the drawing.

次に、外側駐車帯12及び13の床板は、前記小梁35の中心
線で分割された方形のPC床板38を小梁35上に載置して第
1図に示すように構成され、これらの駐車帯12,13と湾
曲車路部10とで構成される三角部36は小梁37の中心線と
小梁35の延長線で分割された三角状のPC床板39を小梁37
及び32上に載置して第1図に示すように構成されてい
る。
Next, the floor plates of the outer parking zones 12 and 13 are configured by placing a rectangular PC floor plate 38 divided by the center line of the beam 35 on the beam 35 as shown in FIG. The triangular portion 36 constituted by the parking zones 12 and 13 and the curved road portion 10 is a triangular PC floor plate 39 divided by the center line of the beam 37 and the extension line of the beam 35.
And 32, and is constructed as shown in FIG.

湾曲車路部10の内側のPC床板40は、小梁32と両大梁28,2
9とで形成される三角形に合致した三角形の1枚のPC床
板を梁上に載置して第1図に示すように構成されてい
る。左側車路部7における内側のPC床板41と、後側車路
部9における内側のPC床板42は、前記外側のPC床板38と
ほぼ同一(一部切除)の方形のPC床板で構成されてい
る。
The PC floor board 40 on the inside of the curved road portion 10 includes a small beam 32 and two large beams 28,2.
A single PC floor plate having a triangular shape corresponding to the triangular shape formed by 9 and 9 is placed on the beam and configured as shown in FIG. The inner PC floorboard 41 in the left-side roadway section 7 and the inner PC floorboard 42 in the rear-side roadway section 9 are formed of rectangular PC floorboards that are substantially the same (partially cut away) as the outer PC floorboard 38. There is.

尚、上記第2図乃至第4図は第1図における左半分の部
分についてのみ説明したが、第1図の右半分の部分も前
記左半分の部分と同様の構造であるため、その説明は省
略する。
2 to 4 described only the left half portion in FIG. 1, the right half portion in FIG. 1 has the same structure as the left half portion, and therefore the description thereof will be omitted. Omit it.

また、図面の実施例においては、前記左右側車路部7,8
及び後側車路部9が前記湾曲車路部10の中心点6を中心
とする湾曲形の車路に形成されており、該左右側車路部
7,8及び後側車路部9も湾曲車路部といえる。
In the embodiment shown in the drawings, the left and right roadway portions 7, 8
And the rear roadway portion 9 is formed in a curved roadway centered on the center point 6 of the curved roadway portion 10, and the left and right roadway portions are formed.
It can be said that 7, 8 and the rear road portion 9 are also curved road portions.

〔発明の効果〕〔The invention's effect〕

以上のように本発明は、駐車帯における大梁と小梁をモ
ジュールグリット線に沿って配置し、しかも柱をモジュ
ールグリット線の交点に配置したので、駐車帯における
PC床板をモジュールグリット線に沿った方形状の画一的
な形状にすることができる。また昇降車路帯におけるPC
床板も三角形の画一的な形状にすることができる。した
がって、使用すべきPC床板の種類を少なくして経済的な
施工ができる特徴がある。
As described above, according to the present invention, the large beam and the small beam in the parking zone are arranged along the module grid line, and the pillar is arranged at the intersection of the module grid line.
The PC floorboard can be made into a uniform square shape along the module grid line. In addition, PC in the hoistway
The floorboard can also have a uniform triangular shape. Therefore, there is a feature that economical construction can be performed by reducing the types of PC floor boards to be used.

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

第1図乃至第4図は本発明の実施例を示すもので、第1
図はPC床板を配置した平面図、第2図はモジュールグリ
ット線に対する大梁、柱の配置関係を示す説明図、第3
図は大梁の架構高さ状態を示す側面図、第4図は大梁と
小梁の伏図である。 第5図は従来の車路を説明するための平面図、第6図は
従来のモジュールグリット線と大梁との配置関係を示す
説明図である。 10……湾曲車路部、10a……外側縁線、20,21,28c,29c…
…交点、25,27……柱、28,29……大梁、28a,28b,29a,29
b……駐車帯大梁部、28d,29d……車路大梁部、32,35…
…小梁
1 to 4 show an embodiment of the present invention.
The figure is a plan view with the PC floor board placed, and Fig. 2 is an explanatory view showing the placement relationship between the girders and columns for the module grid lines
The figure is a side view showing the frame height of the girder, and FIG. 4 is a plan view of the girder and the girder. FIG. 5 is a plan view for explaining a conventional road, and FIG. 6 is an explanatory view showing a positional relationship between a conventional module grid line and a girder. 10 ... Curved road part, 10a ... Outer edge line, 20, 21, 28c, 29c ...
… Intersection, 25,27 …… Column, 28,29 …… Large beam, 28a, 28b, 29a, 29
b …… Parking lot girder, 28d, 29d …… Road girder, 32,35…
… Kobayashi

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】昇降車路の湾曲車路部(10)の平面形状
を、外側が長辺で内側が短辺の等脚台形に形成し、その
外側縁線(10a)の両端を、等間隔の縦線(18)と横線
(19)からなる仮想のモジュールグリット線の交点に定
め、その両交点(20)(21)から外方へモジュールグリ
ット線に沿って駐車帯大梁部(28a)(29a)を設けると
共に、該駐車帯大梁部(28a)(29a)上におけるモジュ
ールグリット線との交点に外柱(25)(26)を設け、湾
曲車路部(10)よりも内側のモジュールグリット線の交
点に内柱(27)を設け、該内柱(27)から外方へモジュ
ールグリット線に沿って内側駐車帯の大梁部(28b)(2
9b)を設け、該両大梁部(28b)(29b)と前記湾曲車路
部(10)の両側縁との交点(28c)(29c)と、前記外側
縁線(10a)の両端の交点(20)(21)との間を車路大
梁部(28d)(29d)で連結し、更に湾曲車路部(10)に
は、その前記外側縁線(10a)に並行する小梁(32)
を、駐車帯部にはモジュールグリット線に沿って小梁
(35)を設けたことを特徴とする自走式立体駐車場にお
ける柱及び梁の架構構造。
Claim: What is claimed is: 1. A curved road portion (10) of an ascending / descending road is formed into an isosceles trapezoid having a long side on the outer side and a short side on the inner side, and both ends of the outer edge line (10a) are equal. It is set at the intersection of the virtual module grid line consisting of the vertical line (18) and the horizontal line (19) of the space, and outward from both of these intersections (20) (21) along the module grid line, the parking strip girder (28a) (29a) is provided, and outer pillars (25) and (26) are provided at the intersections with the module grid lines on the parking band girders (28a) and (29a), and the module inside the curved road section (10) is provided. An inner pillar (27) is provided at the intersection of the grit lines, and the girder portion (28b) (2b) (2
9b), the intersections (28c) (29c) of the large beam portions (28b) (29b) and both side edges of the curved roadway portion (10), and the intersections of both ends of the outer edge line (10a) ( 20) and (21) are connected to each other by road girders (28d) and (29d), and in the curved road (10), beam (32) parallel to the outer edge line (10a).
, And a frame structure of pillars and beams in a self-propelled multi-storey parking lot, in which a beam (35) is provided along the module grid line in the parking zone.
JP26276390A 1990-09-28 1990-09-28 Frame structure of columns and beams in a self-propelled multi-storey car park Expired - Lifetime JPH0670346B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26276390A JPH0670346B2 (en) 1990-09-28 1990-09-28 Frame structure of columns and beams in a self-propelled multi-storey car park

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26276390A JPH0670346B2 (en) 1990-09-28 1990-09-28 Frame structure of columns and beams in a self-propelled multi-storey car park

Publications (2)

Publication Number Publication Date
JPH04140368A JPH04140368A (en) 1992-05-14
JPH0670346B2 true JPH0670346B2 (en) 1994-09-07

Family

ID=17380253

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26276390A Expired - Lifetime JPH0670346B2 (en) 1990-09-28 1990-09-28 Frame structure of columns and beams in a self-propelled multi-storey car park

Country Status (1)

Country Link
JP (1) JPH0670346B2 (en)

Also Published As

Publication number Publication date
JPH04140368A (en) 1992-05-14

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