JP2794479B2 - Artificial ground that can effectively use the internal space - Google Patents

Artificial ground that can effectively use the internal space

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Publication number
JP2794479B2
JP2794479B2 JP17066290A JP17066290A JP2794479B2 JP 2794479 B2 JP2794479 B2 JP 2794479B2 JP 17066290 A JP17066290 A JP 17066290A JP 17066290 A JP17066290 A JP 17066290A JP 2794479 B2 JP2794479 B2 JP 2794479B2
Authority
JP
Japan
Prior art keywords
chord
parallel
frame
members
diagonal
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 - Fee Related
Application number
JP17066290A
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Japanese (ja)
Other versions
JPH0460064A (en
Inventor
智久 奥野
公彦 最上
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
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Application filed by Takenaka Komuten Co Ltd filed Critical Takenaka Komuten Co Ltd
Priority to JP17066290A priority Critical patent/JP2794479B2/en
Publication of JPH0460064A publication Critical patent/JPH0460064A/en
Application granted granted Critical
Publication of JP2794479B2 publication Critical patent/JP2794479B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related 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] この発明は、トラスせいの小さい平面状立体トラスの
内部空間を有効に利用できるようにした人工地盤に関す
るものである。
Description: TECHNICAL FIELD The present invention relates to an artificial ground in which the internal space of a planar truss with a small truss can be effectively used.

[従来の技術] 従来、人工地盤としては鉄筋コンクリートまたは鉄骨
造のラーメン構造のものが知られているが、このような
ラーメン構造では長スパンのものではスパンが長くなれ
ばなる程、梁の高さ(梁せい)を高くする必要があり、
梁せいを低くしようとする要請を満たすことができず、
道路上空等のように中間に柱を設置できない場所ではス
パンが長くなり、梁せいが低くスパンの長い敷地への適
用は困難であるため、近時特公昭38−21585号公報に記
載された平面状立体トラス、すなわち第8図に示すよう
に、2組の等間隔平行弦材21、22が交差して格子目23を
構成した上弦枠体24の下方に並設される下弦枠体25が、
上弦枠体24の平行弦材21、22の各方向における一つ置き
の各格子目23の投影対角線を通る2組の各平行弦材26、
27の交差によって格子目28が構成され、下弦枠体25の各
平行弦材26、27の交点29とその直上位の上弦枠体24の格
子目23の4隅e,f,g,hとの間に各斜材30を架設した平面
状立体トラスを用いて上部と内部を2層に使用するよう
にした人工地盤が採用されるようになってきた。
[Prior Art] Conventionally, as an artificial ground, one having a reinforced concrete or steel-frame structure is known, but in such a structure, the longer the span is, the longer the beam height is. (Beams) need to be higher,
Unable to meet the demand to lower the beam,
In places where pillars cannot be installed in the middle, such as over a road, the span is long, and the beam is low and it is difficult to apply it to a site with a long span, so recently the plane described in JP-B-38-21585 has been used. As shown in FIG. 8, a lower chord frame 25 is arranged side by side below an upper chord frame 24 having two sets of equally-spaced parallel chords 21 and 22 intersecting to form a lattice 23. ,
Two sets of parallel chords 26 passing through the projected diagonal of every other grid 23 in each direction of the parallel chords 21, 22 of the upper chord frame 24,
A grid 28 is formed by the intersection of 27, the intersection 29 of each parallel chord material 26, 27 of the lower chord frame 25 and the four corners e, f, g, h of the grid 23 of the upper chord frame 24 immediately above it. Artificial ground in which the upper part and the inner part are used in two layers by using a planar solid truss in which each diagonal member 30 is installed between them has come to be adopted.

[発明が解決しようとする課題] 前記の平面状立体トラスを用いた人工地盤は、立体ト
ラスの内部を利用する場合、一般に駐車場として使用さ
れることが多い。この場合、第9図に示すようにトラス
の高さ(トラスせい)Hが十分に高いときは下向きの斜
材S間には高さH1、幅Wの空間を有し十分な車路を確保
できるが、トラスに対する上載荷重が小さい場合には建
設コストを考慮してトラスせいが小さくなるように設計
されるが、トラスせいを小さくすると第10図に示すよう
に車高、車幅とも高さH1、幅Wの空間は斜材Sに遮ぎら
れて通行可能な十分な車路が得られない問題点があり、
また駐車場以外にも倉庫、事務所等に利用する場合にも
斜材Sにより必要な高さが妨げられ利用空間が大幅に減
少する問題点があった。
[Problem to be Solved by the Invention] The artificial ground using the above-mentioned three-dimensional space truss is generally often used as a parking lot when utilizing the inside of the space truss. In this case, the ninth height of the truss, as shown in FIG. (Blame truss) H is height high enough time between downward diagonal member S H 1, sufficient vehicle path have a space width W Although it can be secured, when the overload on the truss is small, the truss is designed to be small considering the construction cost, but when the truss is small, both the vehicle height and the vehicle width are high as shown in Figure 10. There is a problem that the space with the height H 1 and the width W is blocked by the diagonal material S, and a sufficient traffic path cannot be obtained.
Also, when used in a warehouse, an office or the like other than the parking lot, there is a problem that the required height is obstructed by the diagonal material S and the use space is greatly reduced.

この発明は、前記の問題点を解消し、トラスせいが小
さい場合にも十分な利用空間が得られる人工地盤を提供
することを課題とするものである。
It is an object of the present invention to solve the above-mentioned problems and to provide an artificial ground capable of obtaining a sufficient use space even when the truss is small.

[課題を解決するための手段] この発明は前記の課題を解決するため、下弦枠体の互
に交差する平行弦材がその上方に並設される上弦枠体の
互に交差する平行弦材と45度の角度で配置された立体ト
ラスにおいて、上弦枠体の平行弦材の間隔は下弦枠体の
互に交差する平行弦材で形成される格子の対角線の長さ
の1/4の間隔を有し、下弦枠体の格子の各交点とこれら
の交点の直上部に位置する上弦枠体の1個の格子の4隅
とに斜材を架設し、その格子の間に補強弦材を取付けた
人工地盤、および下弦枠体の互に交差する平行弦材がそ
の上方に並設される上弦枠体の互に交差する平行弦材と
45度の角度で配置された立体トラスにおいて、下弦枠体
の他方の平行弦材を所定の地盤幅の長さとし、この平行
弦材の間隔を2分するように中間平行弦材を配置し、上
弦枠体の平行弦材の間隔は下弦枠体の一方の平行弦材と
他方の平行弦材で形成される格子の対角線の長さの1/4
の間隔を有し、下弦枠体の他方の平行弦材および中間平
行弦材と一方の平行弦材で形成される格子の縁端部以外
の全交点とこれらの交点の直上部に位置する上弦枠体の
1個の格子の4隅および上弦枠体の端縁部の1/2格子の
3隅とにそれぞれ斜材を架設し、これら両方の各格子の
間に補強弦材を取付けた人工地盤、および前記これらの
人工地盤において斜材に代えて壁柱を取付けた人工地盤
の手段を講じるものである。
Means for Solving the Problems In order to solve the above-mentioned problems, the present invention solves the above-mentioned problems, and the parallel chord members crossing each other of the lower chord frame body cross each other of the upper chord frame members arranged above and above the parallel chord members. And the space between the parallel chords of the upper chord frame is 1/4 of the diagonal length of the lattice formed by the parallel chords crossing each other on the lower chord frame And diagonal members are erected at the intersections of the lattices of the lower chord frame and at the four corners of one lattice of the upper chord frame located immediately above these intersections, and reinforcing chords are provided between the lattices. The attached artificial ground, and the parallel chords of the lower chord frame that cross each other,
In the space truss arranged at an angle of 45 degrees, the other parallel chord of the lower chord frame has a predetermined ground width, and the middle parallel chord is arranged so as to divide the interval between the parallel chords into two, The interval between the parallel chords of the upper chord frame is 1/4 of the diagonal length of the lattice formed by one parallel chord and the other parallel chord of the lower chord frame.
, And all the intersections except the edge of the lattice formed by the other parallel chord material, the middle parallel chord material, and the one parallel chord material of the lower chord frame, and the upper chord located immediately above these intersections An artificial material in which diagonal members are erected at four corners of one lattice of the frame and three corners of a half lattice at the edge of the upper chord frame, and reinforcing chords are attached between these two lattices. In the present invention, means of an artificial ground in which wall pillars are attached in place of the diagonal material in the ground and the artificial ground described above are provided.

[作用] この発明の人工地盤に用いられている平面状立体トラ
スは斜材の端部を連結して三角形をなすものと異なり上
下弦材間は台形状をなすように斜材が設けられている
が、上載荷重に対してはトラス効果による軸抵抗と井桁
形トラス効果(フィーレンデール効果)による曲げ抵抗
とで抵抗することができる。
[Operation] The flat space truss used in the artificial ground according to the present invention is different from a flat space truss that connects the ends of diagonal members to form a triangle, in which diagonal members are provided between the upper and lower chord members so as to form a trapezoidal shape. However, the overload can be resisted by the axial resistance due to the truss effect and the bending resistance due to the double girder truss effect (Fehrendale effect).

また、斜材が架設された格子と格子の間の斜材が架設
されていない上弦枠体の格子には補強弦材が取付けられ
ているので両側の斜材の軸力で格子が変形することがな
く耐力を向上させて構造を強固に維持することができ
る。
In addition, since the reinforcing chords are attached to the grid of the upper chord frame body where the diagonal members are not installed between the grids where the diagonal members are installed, the grid may be deformed by the axial force of the diagonal members on both sides. It is possible to improve the proof stress and maintain the structure firmly.

[実施例] この発明の実施例について図面を参照して説明する。Embodiment An embodiment of the present invention will be described with reference to the drawings.

第1図〜第3図は第1実施例を示すもので、一方の等
間隔の平行弦材1と交差する他方の等間隔の平行弦材2
によって格子3を構成する下弦枠体4の上方に、下弦枠
体4の各平行弦材1、2と45度の角度で格子3の対角線
の長さの1/4の間隔を有する等間隔の平行弦材5とこれ
と交差する同様の平行弦材6によって格子7を構成する
上弦枠体8を並設し、下弦枠体4の格子3の各交点9と
これらの交点9の直上部に位置する上弦枠体8の1個の
格子7の4隅a,b,c,dとに斜材(破線で示す)10を架設
し、上弦枠体8に斜材10が架設された格子7と一つ置き
の格子7の間に補強弦材11を取付けて平面状立体トラス
としたもので、その上面は建設用敷地、公園用敷地等に
利用し、その内部空間は駐車場、倉庫、事務所等に用い
る人工地盤である。
1 to 3 show a first embodiment, in which one equally-spaced parallel chord 1 intersects with the other equally-spaced parallel chord 2.
Above the lower chord frame 4 constituting the lattice 3 by means of equidistant intervals having an angle of 1/4 of the diagonal length of the lattice 3 at an angle of 45 degrees with each of the parallel chord members 1, 2 of the lower chord frame 4 An upper chord frame 8 constituting a lattice 7 is juxtaposed by a parallel chord member 5 and a similar parallel chord member 6 intersecting therewith, and each intersection 9 of the lattice 3 of the lower chord frame 4 and immediately above these intersections 9 are arranged. A diagonal member (shown by a broken line) 10 is erected at the four corners a, b, c, and d of one lattice 7 of the upper chord frame 8, and the lattice 7 is provided with the diagonal member 10 erected on the upper chord frame 8. The reinforcing string 11 is attached between every other grid 7 and a flat space truss, the upper surface of which is used for construction premises, park premises, etc., and its internal space is a parking lot, a warehouse, Artificial ground used for offices.

第4図〜第6図は第2実施例を示すもので、一方の等
間隔の平行弦材1と所定の地盤幅の長さを有する他方の
等間隔の平行弦材2を交差させるとともに他方の平行弦
材2、2の間隔の1/2の間隔をなす中間平行弦材2aを一
方の平行弦材1と交差させることによって格子3aを構成
して下弦枠体4aとし、その上方に下弦枠体4aの各平行弦
材1、2、2aと45度の角度を有し2個の格子3aによって
形成される正方形の対角線の長さの1/4の間隔を有する
等間隔の平行弦材5とこれと交差する同様の平行弦材6
によって格子7を構成し、かつ端縁には下弦枠体4aの一
方の平行弦材1に平行な端部弦材5aを架設した上弦枠体
8を並設し、下弦枠体4aの格子3aの端縁以外の全交点9
とこれらの交点9の直上部に位置する上弦枠体8の1個
の格子7の4隅a,b,c,dとに、また端縁部においては1/2
格子7aの3隅a,b,dまたはc,b,dとにそれぞれ斜材(破線
で示す)を架設し、所定長さの平行弦材2および中間平
行弦材2a上の斜材10が架設された上弦枠体8の各格子7
と1/2格子7aの間に補強弦材11を取付けて平面状立体ト
ラスからなる人工地盤としたものである。
4 to 6 show a second embodiment, in which one equally-spaced parallel chord 1 and the other equally-spaced parallel chord 2 having a predetermined ground width are crossed and the other is intersected. A lattice 3a is formed by intersecting an intermediate parallel chord 2a, which is half the distance between the parallel chords 2 and 2, with one of the parallel chords 1, to form a lower chord frame 4a, and a lower chord above it. Equally spaced parallel chords having an angle of 45 degrees with each of the parallel chords 1, 2, 2a of the frame 4a and having an interval of 1/4 of the length of the diagonal of the square formed by the two grids 3a 5 and similar parallel chords 6 that intersect this
The upper chord frame 8 having an end chord member 5a parallel to one of the parallel chord members 1 of the lower chord frame member 4a is juxtaposed at the edges, and the lattice 3a of the lower chord frame member 4a is provided. All intersections 9 except the edge of
And the four corners a, b, c, d of one lattice 7 of the upper chord frame 8 located immediately above these intersections 9, and 1/2 at the edge.
A diagonal member (indicated by a broken line) is erected at each of the three corners a, b, d or c, b, d of the lattice 7a. Each grid 7 of the installed upper chord frame 8
An artificial ground made of a planar solid truss is provided by attaching a reinforcing chord member 11 between the first and second lattices 7a.

なお、第1実施例および第2実施例とも補強弦材11は
設計の如何によっては省略することができる。
In both the first embodiment and the second embodiment, the reinforcing string 11 can be omitted depending on the design.

また、斜材10に代えて第7図に示すように三角形を組
合わせた壁柱10aを用いてもよい。
Instead of the diagonal member 10, a wall column 10a formed by combining triangles as shown in FIG. 7 may be used.

[発明の効果] この発明は、(1)上載荷重が小さい場合、トラスせ
いを小さくできるが車路や移住空間の有効高さを得るた
めにトラスせいを大きくする必要がないので建設工費を
低廉にし工期を短縮することができ、(2)建築条件等
によってトラスせいが低く抑えられる場合でもトラス内
部を有効に利用でき、(3)上弦材のピッチが小さいた
め上載荷重による座屈が生じにくくなり、また床荷重に
よる曲げ応力の発生も小さくなり人工地盤とし優れた効
果がある。
[Effects of the Invention] According to the present invention, (1) when the overload is small, the truss can be reduced, but it is not necessary to increase the truss in order to obtain the effective height of the lane and the immigration space. (2) The inside of the truss can be used effectively even when the truss is low due to construction conditions, etc. (3) Buckling due to the overload is unlikely to occur due to the small pitch of the upper chord material In addition, the generation of bending stress due to the floor load is reduced, and an excellent effect is obtained as an artificial ground.

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

第1図〜第3図は、この発明の第1実施例を示すもの
で、第1図は平面図、第2図は正面図、第3図は分解図
で(A)は上弦枠体の平面図、(B)は斜材の平面図、
(C)は下弦枠体の平面図、(D)は組立てた状態の正
面図、(E)は(A)の側面図、(F)は(B)の側面
図、(G)は(C)の側面図、第4図〜第6図は、第2
実施例を示すもので、第4図は平面図、第5図は正面
図、第6図は側面図、第7図は壁柱の斜視図、第8図〜
第10図は従来例を示すもので、第8図は平面図、第9図
および第10図はそれぞれ正面図である。 1……平行弦材、2……平行弦材、2a……中間平行弦
材、3……格子、3a……格子、4……下弦枠体、4a……
下弦枠体、5……平行弦材、6……平行弦材、7……格
子、7a……格子、8……上弦枠体、9……交点、10……
斜材、10a……壁柱、11……補強弦材
1 to 3 show a first embodiment of the present invention. FIG. 1 is a plan view, FIG. 2 is a front view, FIG. 3 is an exploded view, and FIG. (B) is a plan view of the diagonal material,
(C) is a plan view of the lower chord frame, (D) is a front view of an assembled state, (E) is a side view of (A), (F) is a side view of (B), and (G) is (C). ), FIG. 4 to FIG.
Fig. 4 is a plan view, Fig. 5 is a front view, Fig. 6 is a side view, Fig. 7 is a perspective view of a wall column, Figs.
FIG. 10 shows a conventional example, FIG. 8 is a plan view, and FIGS. 9 and 10 are front views, respectively. 1 ... parallel string material, 2 ... parallel string material, 2a ... middle parallel string material, 3 ... lattice, 3a ... lattice, 4 ... lower chord frame, 4a ...
Lower chord frame, 5 ... Parallel chord material, 6 ... Parallel chord material, 7 ... Grating, 7a ... Grating, 8 ... Upper chord frame, 9 ... Intersection, 10 ...
Diagonal material, 10a …… Wall column, 11 …… Reinforced chord

Claims (5)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】下弦枠体(4)の互に交差する平行弦材
(1)、(2)がその上方に並設される上弦枠体(8)
の互に交差する平行弦材(5)、(6)と45度の角度で
配置された立体トラスにおいて、上弦枠体(8)の平行
弦材(5)、(6)の間隔は下弦枠体(4)の互に交差
する平行弦材(1)、(2)で形成される格子(3)の
対角線の長さの1/4の間隔を有し、下弦枠体(4)の格
子(3)の各交点(9)とこれらの交点(9)の直上部
に位置する上弦枠体(8)の1個の格子(7)の4隅と
に斜材(10)を架設した平面状立体トラスからなる人工
地盤。
An upper chord frame (8) on which parallel chord members (1) and (2) crossing each other of a lower chord frame (4) are juxtaposed.
In the three-dimensional truss arranged at an angle of 45 degrees with the parallel chord members (5) and (6) crossing each other, the interval between the parallel chord members (5) and (6) of the upper chord frame (8) is lower chord frame. The lattice of the lower chord frame (4) has a spacing of 1/4 of the diagonal length of the lattice (3) formed by the mutually intersecting parallel chords (1) and (2) of the body (4). A plane in which diagonal members (10) are erected at each intersection (9) of (3) and four corners of one lattice (7) of the upper chord frame (8) located immediately above these intersections (9). Artificial ground consisting of a three-dimensional truss.
【請求項2】斜材(10)が架設された上弦枠体(8)の
各格子(7)の間に補強弦材(11)を取付けた請求項1
記載の人工地盤。
2. A reinforcing chord member (11) is mounted between lattices (7) of an upper chord frame (8) on which a diagonal member (10) is erected.
The described artificial ground.
【請求項3】下弦枠体(4a)の互に交差する平行弦材
(1)、(2)がその上方に並設される上弦枠体(8)
の互に交差する平行弦材(5)、(6)と45度の角度で
配置された立体トラスにおいて、下弦枠体(4a)の他方
の平行弦材(2)を所定の地盤幅の長さとし、この平行
弦材(2)の間隔を2分するように中間平行弦材(2a)
を配置し、上弦枠体(8)の平行弦材(5)、(6)の
間隔は下弦枠体(4a)の一方の平行弦材(1)と他方の
平行弦材(2)で形成される格子の対角線の長さの1/4
の間隔を有し、下弦枠体(4a)の他方の平行弦材(2)
および中間平行弦材(2a)と一方の平行弦材(1)とで
形成される格子(3a)の端縁部以外の全交点(9)とこ
れらの交点(9)の直上部に位置する上弦枠体(8)の
1個の格子(7)の4隅および上弦枠体(8)の端縁部
の1/2格子(7a)の3隅とにそれぞれ斜材(10)を架設
した平面状立体トラスからなる人工地盤。
3. An upper chord frame (8) in which parallel chord members (1) and (2) crossing each other of the lower chord frame (4a) are juxtaposed.
In a three-dimensional truss arranged at an angle of 45 degrees with the parallel string members (5) and (6) crossing each other, the other parallel string member (2) of the lower chord frame (4a) is extended to a predetermined ground width. And the middle parallel chord (2a) so as to divide the interval between the parallel chords (2) into two.
And the interval between the parallel chord members (5) and (6) of the upper chord frame (8) is formed by one parallel chord (1) and the other parallel chord (2) of the lower chord frame (4a). 1/4 of the diagonal length of the grid to be
The other parallel chord (2) of the lower chord frame (4a)
And all the intersections (9) other than the edges of the lattice (3a) formed by the middle parallel chord (2a) and one of the parallel chords (1) and located immediately above these intersections (9) Diagonal members (10) were erected at the four corners of one grid (7) of the upper chord frame (8) and at the three corners of the half grid (7a) at the edge of the upper chord frame (8). Artificial ground made of a planar truss.
【請求項4】斜材(10)が架設された上弦枠体(8)の
各格子(7)間または格子(7)と1/2格子(7a)との
間に補強弦材(11)を取付けた請求項3記載の人工地
盤。
4. A reinforcing chord (11) between each grid (7) or between the grid (7) and a half grid (7a) of an upper chord frame (8) on which a diagonal member (10) is installed. The artificial ground according to claim 3, further comprising:
【請求項5】請求項1、2、3または4記載の人工地盤
において、斜材(10)に代えて壁柱(10a)を取付けた
人工地盤。
5. An artificial ground according to claim 1, wherein a wall column (10a) is attached in place of the diagonal member (10).
JP17066290A 1990-06-27 1990-06-27 Artificial ground that can effectively use the internal space Expired - Fee Related JP2794479B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17066290A JP2794479B2 (en) 1990-06-27 1990-06-27 Artificial ground that can effectively use the internal space

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17066290A JP2794479B2 (en) 1990-06-27 1990-06-27 Artificial ground that can effectively use the internal space

Publications (2)

Publication Number Publication Date
JPH0460064A JPH0460064A (en) 1992-02-26
JP2794479B2 true JP2794479B2 (en) 1998-09-03

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002235374A (en) * 2001-02-08 2002-08-23 Takenaka Komuten Co Ltd Structure with large span frame
JP4866269B2 (en) * 2007-03-05 2012-02-01 隆 大塚 Double bearing reel for fishing

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