JP2001082086A - Support structure of structure having several veinlike interior hollow part - Google Patents

Support structure of structure having several veinlike interior hollow part

Info

Publication number
JP2001082086A
JP2001082086A JP26183199A JP26183199A JP2001082086A JP 2001082086 A JP2001082086 A JP 2001082086A JP 26183199 A JP26183199 A JP 26183199A JP 26183199 A JP26183199 A JP 26183199A JP 2001082086 A JP2001082086 A JP 2001082086A
Authority
JP
Japan
Prior art keywords
support
column
vein
upper member
embankment
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
JP26183199A
Other languages
Japanese (ja)
Inventor
Junichi Kawamura
淳一 川村
Katsuji Kiyohara
勝司 清原
Takao Iwasaki
喬夫 岩崎
Kiichi Yamashita
喜一 山下
Takehiro Dahara
剛弘 駄原
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.)
Nippon Zenith Pipe Co Ltd
Geostr Corp
Nippon Hume Corp
Original Assignee
Nippon Zenith Pipe Co Ltd
Geostr Corp
Nippon Hume Corp
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 Nippon Zenith Pipe Co Ltd, Geostr Corp, Nippon Hume Corp filed Critical Nippon Zenith Pipe Co Ltd
Priority to JP26183199A priority Critical patent/JP2001082086A/en
Publication of JP2001082086A publication Critical patent/JP2001082086A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To prevent the flow down of banking on the upper surface of an upper member by providing a linking support on the support for supporting an upper member, and a fixing means for fixing the support and the linking support. SOLUTION: Plural footing-like pillars 4 are standingly provided at given intervals on the ground 26 after ground leveling, and an upper member 6 is erected between the supports 4 and 4 respectively by utilizing the bent recesses 22 of the support 4, to form veinlike interior hollow parts 8. Then one end side of a long size engaging member 20 is inserted into the engaging recess 18 of the support 4 while charging mortar, to be standingly provided, and also linking supports 14 are fixed to another end side of the member 20, to integrally fix the supports 4 and 14. After that, a spectacular panel 24 is arranged between the supports 4 and 14 respectively, to provide banking 28 on the back surface side of the panel 24, thereby surely preventing the flow down of the banking 28 by the panels 24.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は複数個の脈状内部
空洞部を有する構造物の支柱構造に係り、特に支柱の上
面部位に連結支柱を堅固に立設し、上部部材の上面に盛
り土を行ってマルチアーチタイプの構造物を構築した際
に、盛り土の流下を連結支柱間に配設される景観用パネ
ルによって確実に防止して堅固性が損なわれることがな
く、盛り土の上面を略平坦として有効利用を果たすこと
ができる複数個の脈状内部空洞部を有する構造物の支柱
構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a support structure of a structure having a plurality of vein-like internal cavities, and more particularly, to a connection support that is firmly erected on an upper surface portion of a support and an embankment is provided on an upper surface of an upper member. When performing and constructing a multi-arch type structure, the flow of the embankment is reliably prevented by the landscape panels arranged between the connecting columns, and the solidity is not impaired, and the top surface of the embankment is almost flat The present invention relates to a support structure of a structure having a plurality of vein-like internal cavities that can be effectively used.

【0002】[0002]

【従来の技術】脈状内部空洞部を有する構造物は、脈状
内部空洞部を大断面に形成することができ、高速道路下
を横断するためのトンネル部分や山間部位のトンネル等
に使用されている。
2. Description of the Related Art A structure having a vein-shaped internal cavity can form a large cross-section of the vein-shaped internal cavity, and is used for a tunnel section for crossing under a highway or a tunnel in a mountainous area. ing.

【0003】また、前記構造物には、1個の脈状内部空
洞部を有するシングルアーチタイプ以外に、複数個の脈
状内部空洞部を有するマルチアーチタイプもある。
[0003] In addition to the single arch type having one pulsating internal cavity, the structure also includes a multi-arch type having a plurality of pulsating internal cavities.

【0004】[0004]

【発明が解決しようとする課題】ところで、従来の複数
個の脈状内部空洞部を有する構造物、つまりマルチアー
チタイプの構造物の支柱構造においては、支柱間にアー
チ状の上部部材を架設した際に、上部部材よりも上方に
支柱の一部が突出されていない状態となっている。
By the way, in a conventional structure having a plurality of vein-like internal cavities, that is, a column structure of a multi-arch type structure, an arch-shaped upper member is provided between the columns. At this time, a part of the column is not protruded above the upper member.

【0005】この結果、前記上部部材の上面に盛り土を
行ってマルチアーチタイプの構造物を構築し、高速道路
下を横断するためのトンネル部分とすると、盛り土の流
下によって高速道路を崩壊させる惧れがあり、堅固性が
損なわれるという不都合がある。
[0005] As a result, when a multi-arch type structure is constructed by embankment on the upper surface of the upper member and a tunnel portion for crossing under the expressway, there is a fear that the expressway collapses due to the flow of the embankment. However, there is an inconvenience that the robustness is impaired.

【0006】また、盛り土の流下を防止するために、上
部部材の上面に垂直にパネルを配設する構成も考えられ
るが、パネルを堅固に支持することができず、改善が望
まれていた。
In order to prevent the embankment from flowing down, a configuration may be considered in which a panel is disposed vertically on the upper surface of the upper member. However, the panel cannot be firmly supported, and improvement has been desired.

【0007】[0007]

【課題を解決するための手段】そこで、この発明は、上
述不都合を除去するために、支柱とこの支柱間に架設さ
れるアーチ状の上部部材とによって脈状内部空洞部を形
成するとともに、この脈状内部空洞部を並列状態に複数
個形成した構造物において、前記上部部材を支持する支
柱上に連結支柱を載置して設け、前記支柱と連結支柱と
を固定する固定手段を設けたことを特徴とする。
SUMMARY OF THE INVENTION In order to eliminate the above-mentioned disadvantages, the present invention forms a vein-like internal cavity with a column and an arch-shaped upper member provided between the columns. In a structure in which a plurality of vein-like internal cavities are formed in a side-by-side state, a connecting column is placed and provided on a column supporting the upper member, and fixing means for fixing the column and the connecting column is provided. It is characterized by.

【0008】[0008]

【発明の実施の形態】上述の如く発明したことにより、
固定手段によって支柱の上面部位に連結支柱を堅固に立
設し、上部部材の上面に盛り土を行ってマルチアーチタ
イプの構造物を構築した際には、盛り土の流下を連結支
柱間に配設される景観用パネルによって確実に防止する
とともに、盛り土の上面を略平坦として有効利用を果た
している。
BEST MODE FOR CARRYING OUT THE INVENTION
When the connecting column is firmly erected on the upper surface portion of the column by the fixing means and the multi-arch type structure is constructed by filling the upper surface of the upper member, the flow of the bank is arranged between the connecting columns. In addition to the landscape panels, this is reliably prevented, and the top surface of the embankment is made almost flat for effective use.

【0009】[0009]

【実施例】以下図面に基づいてこの発明の実施例を詳細
に説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below in detail with reference to the drawings.

【0010】図1〜図7はこの発明の実施例を示すもの
である。図2〜図4において、2はマルチアーチタイプ
の構造物である。
FIGS. 1 to 7 show an embodiment of the present invention. 2 to 4, reference numeral 2 denotes a multi-arch type structure.

【0011】この構造物2は、フランジ状に形成したフ
ーチング形状の支柱4と、この支柱4、4間に架設され
るアーチ状の上部部材6と、支柱4と上部部材6と形成
される脈状内部空洞部8と有している。
The structure 2 includes a footing-shaped column 4 formed in a flange shape, an arch-shaped upper member 6 provided between the columns 4, 4, and a pulse formed by the column 4 and the upper member 6. Internal cavity 8.

【0012】そしてこのとき、脈状内部空洞部8は、図
2に示す如く、並列状態に複数個形成されるとともに、
脈状内部空洞部8の底部部分には敷設材料10によって
路面12が形成されている。
At this time, as shown in FIG. 2, a plurality of vein-like internal cavities 8 are formed in parallel with each other.
A road surface 12 is formed by a laying material 10 at a bottom portion of the vein-shaped internal cavity 8.

【0013】また、前記上部部材6を支持する支柱4上
に連結支柱14を載置して設け、前記支柱4と連結支柱
14とを固定する固定手段16を設ける構成とする。
A connecting column 14 is mounted on the column 4 supporting the upper member 6, and fixing means 16 for fixing the column 4 and the connecting column 14 is provided.

【0014】詳述すれば、固定手段16は、図1に示す
如く、支柱4の上面4a部位に形成した係合凹部18
と、この係合凹部18にモルタルを充填しつつ一端側が
挿入されるとともに他端側に連結支柱14を一体的に固
定した長尺係合部材20とからなるものである。
More specifically, as shown in FIG. 1, the fixing means 16 includes an engaging recess 18 formed on the upper surface 4a of the support column 4.
And a long engaging member 20 in which one end is inserted while filling the engaging recess 18 with mortar and the connecting column 14 is integrally fixed to the other end.

【0015】また、長尺係合部材20の他端側たる上端
側は、前記連結支柱14にモルタルによって固定する構
成、あるいは前記連結支柱14と一体的に形成する構成
とすることが可能である。
The upper end, which is the other end of the long engaging member 20, can be fixed to the connecting column 14 by mortar or formed integrally with the connecting column 14. .

【0016】更に、前記支柱4には、図1に示す如く、
両側面4b、4bの上部部位に前記上部部材6を架設す
るための湾曲凹部22、22が形成されている。
Further, as shown in FIG.
Curved concave portions 22, 22 for erection of the upper member 6 are formed in upper portions of both side surfaces 4b, 4b.

【0017】そして、前記支柱4と連結支柱14とを固
定手段16によって固定した際に、連結支柱14、14
間に景観用パネル24を配設する。
When the column 4 and the connecting column 14 are fixed by the fixing means 16, the connecting columns 14, 14 are fixed.
A landscape panel 24 is provided therebetween.

【0018】このパネル24は、図7に示す如く、連結
支柱14に係合する縦方向に延びる段差部24−1を有
するとともに、下面には前記上部部材6の上面6aのア
ーチ形状に係合する湾曲部24−2を有している。
As shown in FIG. 7, the panel 24 has a vertically extending step portion 24-1 which engages with the connecting column 14, and has a lower surface which engages with the arch shape of the upper surface 6a of the upper member 6. It has a curved portion 24-2.

【0019】なお符号26は地面、28は前記パネル2
4の裏面側に施される盛り土である。
Reference numeral 26 is the ground, and 28 is the panel 2
4 is the embankment applied to the back side.

【0020】次に作用を説明する。Next, the operation will be described.

【0021】前記構造物2を構築する際には、地面26
を略平坦に地均しし、地均しした後の地面26上にフー
チング形状の支柱4を所定間隔毎に複数本立設する。
When constructing the structure 2, the ground 26
Are leveled substantially flat, and a plurality of footing-shaped columns 4 are erected at predetermined intervals on the ground 26 after the leveling.

【0022】そして、支柱4、4間の底面部位に敷設材
料10を敷設し、路面12を形成するとともに、支柱4
の湾曲凹部22を利用して支柱4、4間に前記上部部材
6を架設し、前記脈状内部空洞部8を形成する。
Then, a laying material 10 is laid on the bottom surface between the columns 4 to form a road surface 12 and the columns 4 are formed.
The upper member 6 is erected between the columns 4 and 4 using the curved concave portion 22 to form the pulse-shaped internal cavity 8.

【0023】この脈状内部空洞部8の形成の後に、支柱
4の上面4a部位に形成した係合凹部18にモルタルを
充填しつつ長尺係合部材20の一端側を挿入し、支柱4
の上面4a部位に長尺係合部材20を立設するととも
に、この長尺係合部材20の他端側に連結支柱14を固
定し、前記支柱4と連結支柱14とを一体的に固定した
状態とする。
After the formation of the vein-shaped internal cavity 8, one end of the long engaging member 20 is inserted into the engaging concave portion 18 formed in the upper surface 4a of the column 4 while filling the engaging concave portion 18 with mortar.
The long engaging member 20 is erected on the upper surface 4a of the, and the connecting column 14 is fixed to the other end side of the long engaging member 20, and the column 4 and the connecting column 14 are integrally fixed. State.

【0024】その後、前記パネル24の縦方向に延びる
段差部24−1と湾曲部24−2とを利用して、連結支
柱14、14間に景観用パネル24を配設する。
Thereafter, the landscape panel 24 is disposed between the connecting columns 14 and 14 by using the step portion 24-1 and the curved portion 24-2 extending in the vertical direction of the panel 24.

【0025】パネル24の配設後には、パネル24の裏
面側に盛り土28を行い、盛り土28の上面を略平坦と
して高速道路等の路面として利用する。
After the panel 24 is provided, the embankment 28 is formed on the back side of the panel 24, and the upper surface of the embankment 28 is made substantially flat to be used as a road surface such as a highway.

【0026】これにより、前記支柱4の上面4a部位に
連結支柱14を堅固に立設することができ、前記上部部
材6の上面6aに盛り土28を行ってマルチアーチタイ
プの構造物2を構築した際に、盛り土28の流下を連結
支柱14、14間に配設される景観用パネル24によっ
て確実に防止することができ、堅固性が損なわれること
がなく、盛り土28の上面を略平坦として有効利用を果
たすことができ、実用上有利である。
As a result, the connecting column 14 can be firmly erected on the upper surface 4a of the column 4, and the embankment 28 is formed on the upper surface 6a of the upper member 6 to construct the multi-arch type structure 2. At this time, the flowing down of the embankment 28 can be reliably prevented by the landscape panel 24 disposed between the connecting columns 14, 14, and the solidity is not impaired. It can be used and is practically advantageous.

【0027】また、前記景観用パネル24を連結支柱1
4、14間に堅固に支持できることにより、前記連結支
柱14を多段に立設する構成とすることも可能であり、
構造物2の脈状内部空洞部8から盛り土28の上面まで
の距離が大なる施工にも対応でき、施工作業の汎用性を
大とし得る。
The landscape panel 24 is connected to the connecting column 1.
By being able to be firmly supported between 4 and 14, it is also possible to adopt a configuration in which the connecting columns 14 are erected in multiple stages,
It is possible to cope with construction in which the distance from the vein-like internal cavity 8 of the structure 2 to the upper surface of the embankment 28 is large, and the versatility of the construction work can be increased.

【0028】図8はこの発明の第2実施例を示すもので
ある。この第2実施例において、上述第1実施例と同一
機能を果たす箇所には同一符号を付して説明する。
FIG. 8 shows a second embodiment of the present invention. In the second embodiment, portions that perform the same functions as those in the first embodiment will be described with the same reference numerals.

【0029】この第2実施例の特徴とするところは、固
定手段32を、支柱4の上面4a部位に配設した植込み
ナット34と、この植込みナット34に螺合するととも
に連結支柱14を貫通して連結支柱14上部にてナット
36に螺合し連結支柱14を固定するボルト38とによ
り構成した点にある。
The second embodiment is characterized in that the fixing means 32 is provided with an implanted nut 34 disposed on the upper surface 4a of the column 4 and is screwed to the implanted nut 34 and penetrates the connecting column 14. And a bolt 38 which is screwed to a nut 36 at the upper portion of the connecting post 14 to fix the connecting post 14.

【0030】すなわち、支柱4の上面4a部位に、図8
に示す如く、取付凹部40を形成し、この取付凹部40
に植込みナット34を配設する。
That is, FIG.
As shown in FIG.
An implant nut 34 is provided at the bottom.

【0031】また、前記連結支柱14には、連結支柱1
4を長手方向に貫通する貫通孔部42を形成し、連結支
柱14の上面に凹部44を形成するとともに、貫通孔部
42途中に段差部46を形成する。
Further, the connecting post 14 includes the connecting post 1.
4 is formed in the longitudinal direction, a concave portion 44 is formed on the upper surface of the connecting column 14, and a step 46 is formed in the middle of the through hole 42.

【0032】前記ボルト38は、植込みナット34に螺
合する第1ボルト部48と、一端側たる下部側に角柱状
の大径部50を形成した第2ボルト部52とを有し、第
1ボルト部48の一端側を植込みナット34に螺合させ
るとともに、第1ボルト部48の他端側を第2ボルト部
52の大径部50に螺合させ、この第2ボルト部52の
大径部50を貫通孔部42内の段差部46に接触させ、
連結支柱14上部にて第2ボルト部52の他端側にナッ
ト36を螺合させるものである。
The bolt 38 has a first bolt portion 48 screwed to the stud 34 and a second bolt portion 52 having a prismatic large-diameter portion 50 formed at a lower end, which is one end. One end of the bolt portion 48 is screwed into the stud nut 34, and the other end of the first bolt portion 48 is screwed into the large diameter portion 50 of the second bolt portion 52. The part 50 is brought into contact with the step part 46 in the through-hole part 42,
The nut 36 is screwed to the other end of the second bolt portion 52 at the upper part of the connection support 14.

【0033】そして、前記支柱4の上面4a部位に形成
した取付凹部40に植込みナット34を配設し、この植
込みナット34に第1ボルト部48の一端側を螺合さ
せ、第1ボルト部48の他端側を第2ボルト部52の大
径部50に螺合させる。
An implant nut 34 is disposed in the mounting recess 40 formed in the upper surface 4a of the support post 4, and one end of a first bolt portion 48 is screwed into the implant nut 34 to thereby form the first bolt portion 48. Is screwed into the large diameter portion 50 of the second bolt portion 52.

【0034】また、第2ボルト部52に上方から連結支
柱14の貫通孔部42を貫通させ、第2ボルト部52の
大径部50を連結支柱14の貫通孔部42内の段差部4
6に接触させる。
The through hole 42 of the connecting post 14 is passed through the second bolt 52 from above, and the large-diameter portion 50 of the second bolt 52 is connected to the step 4 in the through hole 42 of the connecting post 14.
6 is contacted.

【0035】その後、連結支柱14上部の凹部44にて
第2ボルト部52の他端側にナット36を螺合させ、螺
合後にモルタルを凹部44に充填して固定するものであ
る。
Thereafter, the nut 36 is screwed into the other end of the second bolt portion 52 in the concave portion 44 above the connecting column 14, and after screwing, the mortar is filled into the concave portion 44 and fixed.

【0036】これにより、植込みナット34とボルト3
8とを有する固定手段32によって支柱4と連結支柱1
4とを堅固に固定することができ、上部部材上面に盛り
土を行ってマルチアーチタイプの構造物を構築した際
に、上述第1実施例のものと同様に、盛り土の流下を連
結支柱14、14間に配設される景観用パネルによって
確実に防止することができ、堅固性が損なわれることが
なく、盛り土上面を略平坦として有効利用を果たすこと
ができ、実用上有利である。
Thus, the implanted nut 34 and the bolt 3
8 and the supporting column 1 and the connecting column 1
4 can be firmly fixed, and when a multi-arch type structure is constructed by performing embankment on the upper surface of the upper member, the flow of the embankment is connected to the connecting posts 14, similarly to the first embodiment. It can be reliably prevented by the landscape panel arranged between the fourteen and the solidity is not impaired, and the top surface of the embankment can be made substantially flat for effective use, which is practically advantageous.

【0037】また、前記景観用パネルを連結支柱14、
14間に堅固に支持できることにより、上述第1実施例
のものと同様に、前記連結支柱14を多段に立設する構
成とすることも可能となり、構造物の脈状内部空洞部か
ら盛り土上面までの距離が大なる施工にも対応でき、施
工作業の汎用性を大とし得るものである。
Also, the landscape panel is connected to a connecting post 14,
By being able to be firmly supported between the 14, it is also possible to have a configuration in which the connecting columns 14 are erected in multiple stages, similarly to the first embodiment described above, and from the vein-like internal cavity of the structure to the top surface of the embankment. It is possible to cope with the construction where the distance is large, and to increase the versatility of the construction work.

【0038】図9はこの発明の第3実施例を示すもので
ある。
FIG. 9 shows a third embodiment of the present invention.

【0039】この第3実施例の特徴とするところは、固
定手段62を、支柱4の上面4a部位に固定した略L字
状の接続金具64と、図示しない連結支柱側に形成され
る係合部(図示せず)とを有する構成とした点にある。
The feature of the third embodiment is that the fixing means 62 is connected to a substantially L-shaped connection metal fitting 64 fixed to the upper surface 4a of the column 4 and to an engagement formed on the connecting column side (not shown). (Not shown).

【0040】すなわち、前記支柱4の上面4a部位に、
図9に示す如く、略L字状の接続金具64を固定具66
によって固定して設け、この接続金具64に合致する形
状に連結支柱側に係合部を形成し、接続金具によって支
柱4と連結支柱とを固定するものである。
That is, on the upper surface 4a of the column 4,
As shown in FIG. 9, a substantially L-shaped connection fitting 64 is
An engaging portion is formed on the side of the connecting post in a shape that matches the connecting fitting 64, and the connecting post and the connecting support are fixed by the connecting fitting.

【0041】さすれば、接続金具64と係合部とを有す
る固定手段62によって支柱4と連結支柱とを堅固に固
定することができ、上部部材上面に盛り土を行ってマル
チアーチタイプの構造物を構築した際に、上述第1及び
第2実施例のものと同様に、盛り土の流下を連結支柱間
に配設される景観用パネルによって確実に防止すること
ができ、堅固性が損なわれることがなく、盛り土上面を
略平坦として有効利用を果たすことができ、実用上有利
である。
Then, the support 4 and the connecting support can be firmly fixed by the fixing means 62 having the connection fitting 64 and the engaging portion, and the upper surface of the upper member is filled with a multi-arch type structure. When the construction is made, the flow of the embankment can be reliably prevented by the landscape panel arranged between the connecting columns, as in the first and second embodiments, and the solidity is impaired. There is no space, and the top surface of the embankment can be made substantially flat for effective use, which is practically advantageous.

【0042】また、前記景観用パネルを連結支柱間に堅
固に支持できることにより、上述第1及び第2実施例の
ものと同様に、前記連結支柱を多段に立設する構成とす
ることも可能となり、構造物の脈状内部空洞部から盛り
土上面までの距離が大なる施工にも対応でき、施工作業
の汎用性を大とし得る。
Further, since the landscape panel can be firmly supported between the connecting posts, it is possible to provide a structure in which the connecting posts are erected in multiple stages as in the first and second embodiments. In addition, it is possible to cope with construction in which the distance from the vein-like internal cavity of the structure to the top surface of the embankment is large, and the versatility of construction work can be increased.

【0043】更に、この第3実施例においては、接続金
具64を略L字状に形成したが、図10に示す如く、接
続金具72の折曲角度を鋭角とする構成としても、略同
様な作用効果を得ることができるものである。
Further, in the third embodiment, the connection fitting 64 is formed in a substantially L-shape. However, as shown in FIG. 10, a similar configuration can be adopted even if the bending angle of the connection fitting 72 is made acute. The operation and effect can be obtained.

【0044】[0044]

【発明の効果】以上詳細に説明した如くこの本発明によ
れば、支柱とこの支柱間に架設されるアーチ状の上部部
材とによって脈状内部空洞部を形成するとともに、この
脈状内部空洞部を並列状態に複数個形成した構造物にお
いて、上部部材を支持する支柱上に連結支柱を載置して
設け、支柱と連結支柱とを固定する固定手段を設けたの
で、支柱の上面部位に連結支柱を堅固に立設することが
でき、上部部材の上面に盛り土を行ってマルチアーチタ
イプの構造物を構築した際には、盛り土の流下を連結支
柱間に配設される景観用パネルによって確実に防止する
ことができ、堅固性が損なわれることがなく、盛り土の
上面を略平坦として有効利用を果たすことができ、実用
上有利である。また、前記景観用パネルを連結支柱間に
堅固に支持できることにより、前記連結支柱を多段に立
設する構成とすることも可能であり、構造物の脈状内部
空洞部から盛り土の上面までの距離が大なる施工にも対
応でき、施工作業の汎用性を大とし得るものである。
As described above in detail, according to the present invention, a pulsating internal cavity is formed by a column and an arch-shaped upper member provided between the columns, and the pulsating internal cavity is formed. In a structure in which a plurality of are formed in parallel, a connecting column is mounted on a column supporting the upper member, and fixing means for fixing the column and the connecting column is provided. The pillars can be erected firmly, and when a multi-arch type structure is constructed by embankment on the upper surface of the upper member, the flow of the embankment is ensured by the landscape panel arranged between the connecting pillars And the solidity is not impaired, and the upper surface of the embankment can be made substantially flat for effective use, which is practically advantageous. In addition, since the landscape panel can be firmly supported between the connecting posts, the connecting posts can be configured to be erected in multiple stages, and the distance from the vein-like internal cavity of the structure to the upper surface of the embankment can be increased. Can cope with a large construction, and the versatility of the construction work can be increased.

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

【図1】この発明の第1実施例を示す支柱部位の接続状
態の要部切欠き拡大断面図である。
FIG. 1 is an enlarged cross-sectional view of a main part, showing a first embodiment of the present invention, in a connected state of pillar portions.

【図2】支柱によって構造物を構築した状態の概略斜視
図である。
FIG. 2 is a schematic perspective view of a state in which a structure is constructed by columns.

【図3】支柱によって構造物を構築した状態の概略正面
図である。
FIG. 3 is a schematic front view of a state in which a structure is constructed by columns.

【図4】支柱によって構造物を構築した状態の概略平面
図である。
FIG. 4 is a schematic plan view showing a state in which a structure is constructed by columns.

【図5】図3の5−5線による断面図である。FIG. 5 is a sectional view taken along line 5-5 in FIG. 3;

【図6】図3の6−6線による断面図である。FIG. 6 is a sectional view taken along line 6-6 in FIG. 3;

【図7】パネルの斜視図である。FIG. 7 is a perspective view of a panel.

【図8】この発明の第2実施例を示す支柱部位の接続状
態の要部拡大断面図である。
FIG. 8 is an enlarged cross-sectional view of a main part of a connection state of a pillar portion according to a second embodiment of the present invention.

【図9】この発明の第3実施例を示す支柱用接続金具の
概略斜視図である。
FIG. 9 is a schematic perspective view of a connection fitting for a pillar showing a third embodiment of the present invention.

【図10】この発明の第3実施例の変形例を示す支柱用
接続金具の左側面図である。
FIG. 10 is a left side view of a connection fitting for a column showing a modification of the third embodiment of the present invention.

【符号の説明】[Explanation of symbols]

2 構造物 4 支柱 6 上部部材 8 脈状内部空洞部 10 敷設材料 12 路面 14 連結支柱 16 固定手段 18 係合凹部 20 長尺係合部材 22 湾曲凹部 24 景観用パネル 26 地面 28 盛り土 Reference Signs List 2 structure 4 support 6 upper member 8 veined internal cavity 10 laying material 12 road surface 14 connecting support 16 fixing means 18 engaging recess 20 long engaging member 22 curved recess 24 landscape panel 26 ground 28 embankment

フロントページの続き (72)発明者 清原 勝司 神奈川県横浜市青葉区しらとり台54−6− 201 (72)発明者 岩崎 喬夫 埼玉県川口市柳崎5−7−10 東浦和NH レジデンス402 (72)発明者 山下 喜一 千葉県印旛郡白井町清水2−1−15−302 (72)発明者 駄原 剛弘 福岡県福岡市早良区小田部6−12−20 リ バーウインズ室見603 Fターム(参考) 2D055 AA07 BB04 EB01 EB03 Continued on the front page (72) Inventor Katsushi Kiyohara 54-6-201 Shiratoridai, Aoba-ku, Yokohama-shi, Kanagawa Prefecture (72) Inventor Takao Iwasaki 5-7-10, Yanagizaki, Kawaguchi-shi, Saitama Prefecture Residence 402 Higashi Urawa NH Residence 402 (72) Invention Person Kiichi Yamashita 2-1-15-302 Shimizu, Shirai-machi, Inba-gun, Chiba Prefecture (72) Inventor Takehiro Takehara 6-12-20 Odabe, Sawara-ku, Fukuoka-shi, Fukuoka Riverwinds Muromi 603 F-term (reference) 2D055 AA07 BB04 EB01 EB03

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 支柱とこの支柱間に架設されるアーチ状
の上部部材とによって脈状内部空洞部を形成するととも
に、この脈状内部空洞部を並列状態に複数個形成した構
造物において、前記上部部材を支持する支柱上に連結支
柱を載置して設け、前記支柱と連結支柱とを固定する固
定手段を設けたことを特徴とする複数個の脈状内部空洞
部を有する構造物の支柱構造。
1. A structure in which a vein-shaped internal cavity is formed by a column and an arch-shaped upper member erected between the column, and a plurality of the vein-shaped internal cavities are formed in parallel. A strut for a structure having a plurality of pulsating internal cavities, wherein a connecting strut is provided on a strut supporting an upper member, and fixing means for fixing the strut and the connecting strut are provided. Construction.
【請求項2】 前記固定手段は、支柱の上面部位に形成
した係合凹部と、この係合凹部にモルタルを充填しつつ
一端側が挿入されるとともに他端側に連結支柱を一体的
に固定した長尺係合部材とからなる請求項1に記載の複
数個の脈状内部空洞部を有する構造物の支柱構造。
2. The fixing device according to claim 1, wherein the engaging recess is formed in an upper surface portion of the support, and one end is inserted while filling the mortar into the engaging recess and the connecting support is integrally fixed to the other end. The support structure of a structure having a plurality of vein-like internal cavities according to claim 1, comprising a long engagement member.
【請求項3】 前記固定手段は、支柱の上面部位に配設
した植込みナットと、この植込みナットに螺合するとと
もに連結支柱を貫通して連結支柱上部にてナットに螺合
し連結支柱を固定するボルトとを有する構成とした請求
項1に記載の複数個の脈状内部空洞部を有する構造物の
支柱構造。
3. The fixing means includes an implanted nut disposed on an upper surface portion of the support, and screwed to the implantable nut and penetrated through the connection support to be screwed to the nut at an upper portion of the connection support to fix the connection support. The support structure of a structure having a plurality of vein-like internal cavities according to claim 1, wherein the support structure has a bolt.
【請求項4】 前記固定手段は、支柱の上面部位に固定
した略L字状の接続金具を有する構成とした請求項1に
記載の複数個の脈状内部空洞部を有する構造物の支柱構
造。
4. The support structure according to claim 1, wherein said fixing means has a substantially L-shaped connection fitting fixed to an upper surface of the support. .
JP26183199A 1999-09-16 1999-09-16 Support structure of structure having several veinlike interior hollow part Pending JP2001082086A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26183199A JP2001082086A (en) 1999-09-16 1999-09-16 Support structure of structure having several veinlike interior hollow part

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26183199A JP2001082086A (en) 1999-09-16 1999-09-16 Support structure of structure having several veinlike interior hollow part

Publications (1)

Publication Number Publication Date
JP2001082086A true JP2001082086A (en) 2001-03-27

Family

ID=17367351

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26183199A Pending JP2001082086A (en) 1999-09-16 1999-09-16 Support structure of structure having several veinlike interior hollow part

Country Status (1)

Country Link
JP (1) JP2001082086A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10218685B2 (en) 2013-01-18 2019-02-26 Apple Inc. Keychain syncing

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10218685B2 (en) 2013-01-18 2019-02-26 Apple Inc. Keychain syncing

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