JP3087875B2 - Concrete lattice fence - Google Patents

Concrete lattice fence

Info

Publication number
JP3087875B2
JP3087875B2 JP05037984A JP3798493A JP3087875B2 JP 3087875 B2 JP3087875 B2 JP 3087875B2 JP 05037984 A JP05037984 A JP 05037984A JP 3798493 A JP3798493 A JP 3798493A JP 3087875 B2 JP3087875 B2 JP 3087875B2
Authority
JP
Japan
Prior art keywords
lattice
concrete
columns
precast concrete
beams
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
JP05037984A
Other languages
Japanese (ja)
Other versions
JPH06248831A (en
Inventor
敏光 神谷
正 伊東
幸彦 可児
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 Corp
Nippon Concrete Industries Co Ltd
Original Assignee
Takenaka Corp
Nippon Concrete Industries Co Ltd
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 Takenaka Corp, Nippon Concrete Industries Co Ltd filed Critical Takenaka Corp
Priority to JP05037984A priority Critical patent/JP3087875B2/en
Publication of JPH06248831A publication Critical patent/JPH06248831A/en
Application granted granted Critical
Publication of JP3087875B2 publication Critical patent/JP3087875B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Fencing (AREA)
  • Rod-Shaped Construction Members (AREA)

Description

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

【0001】[0001]

【産業上の利用分野】本発明はコンクリート製格子塀に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete lattice wall.

【0002】[0002]

【従来の技術】例えば、高級感が備わることが求められ
る高級マンション、オフィスビル等にあっては、最近外
部空間と内部空間とを連絡する中間的な領域であるアプ
ローチ部には閉塞的でなく開放感に満ちた仕切構築物の
設置が求められるようになっている。従来は、該当する
ものとしては、金属、石材、コンクリート製等の短柱を
列状に埋立させたもの等がある。
2. Description of the Related Art For example, in luxury condominiums, office buildings, and the like that are required to have a high-class feeling, the approach area, which is an intermediate area between the external space and the internal space, is not closed recently. The installation of a partition building full of openness has been required. Heretofore, as applicable, there is one in which short columns made of metal, stone, concrete or the like are buried in rows.

【0003】[0003]

【発明が解決しようとする課題】叙上の短柱を列配した
ものにあっては、開放感は充足するも、アプローチ部と
いう特定のエリアに入り込んで求められる被護感は、あ
まりにも開放的過ぎて存在感に欠けているために認め難
たい。本発明は、従来の技術の有するこのような問題点
に鑑みてなされたものであり、その目的とするところ
は、開放感を損なうことなくして存在感に満ちた来訪者
を安心させ得る仕切構築物を提供しようとするものであ
る。
The arrangement of short columns described above satisfies the feeling of opening, but the feeling of protection required by entering a specific area of the approach section is too open. It's hard to admit because it's too relevant and lacks presence. The present invention has been made in view of such problems of the prior art, and an object of the present invention is to provide a partition structure that can relieve visitors full of presence without impairing the sense of openness. It is intended to provide.

【0004】[0004]

【課題を解決するための手段】上記目的を達成するため
に、本発明における仕切構築物としてのコンクリート製
格子塀は、列状に配列の柱天端間に梁を架配し、当該
柱,梁で繞囲の空間上半部に格子棧を配して成り、該柱
は埋立用ベースプレートと対梁並びに格子棧取合用金具
を配設の遠心力締固め方式で製せられた矩形筒体状のプ
レキャストコンクリート柱部材とし、該梁は対柱並びに
格子棧取合用金具を配設の遠心力締固め方式で製せられ
た矩形筒体状のプレキャストコンクリート梁部材とし、
該格子棧は対柱並びに梁取合用金具を配設の中実プレキ
ャストコンクリート棧部材としたものである。
In order to achieve the above-mentioned object, a concrete lattice wall as a partition structure according to the present invention is constructed by arranging a beam between the tops of columns arranged in a row, The column is formed by a centrifugal compaction method of arranging a grid in the upper half of the surrounding space, and a pillar is provided with a reclamation base plate, a pair of beams, and a metal fitting for the grid. A precast concrete column member, and the beam is a rectangular cylindrical precast concrete beam member made by centrifugal compaction with a pair of columns and lattice fittings,
The lattice member is a solid precast concrete member having a pair of pillars and a beam fitting.

【0005】アプローチ出入口部には上記の塀単位架構
天端間に遠心力締固め方式で製せられた矩形筒体状のプ
レキャストコンクリート長尺梁部材を架配してなるゲー
トを連結させると良い。
[0005] A gate formed by arranging a rectangular cylindrical precast concrete long beam member formed by a centrifugal compaction method between the top ends of the fence unit frame is preferably connected to the approach entrance / exit portion. .

【0006】[0006]

【作用】上記のように構成された本発明の塀にあって
は、上半部に格子棧部が設けられているために無防備な
上方開放感が無く、充分な被護感を与える。又、アプロ
ーチ出入口部にゲートを設けたものにあっては、くぐる
者に一層の被護感を与えて安心させ得る。尚、本発明に
あっては、プレキャストコンクリート部材に由るためコ
ンクリート構築物であるにもかかわらず部材間仕口仕上
げ用を除いて型枠が不要であるため、短工期,低コスト
が期し得るうえ、仕上り精度と出来映えの良さに優れ
る。又、柱,梁の主架構部が中空の遠心成型プレキャス
トコンクリート部材であるので、所定の強度をスリムで
軽量に充足させることが出来る合理性を有している。
In the fence of the present invention constructed as described above, since the upper half portion is provided with the lattice member, there is no unprotected upward opening feeling and a sufficient protection feeling is provided. Further, in the case where a gate is provided at the approach entrance / exit portion, it is possible to give a further sense of protection to a person passing through the gate, thereby relieving the person. In the present invention, a short period and a low cost can be expected because a mold is not required except for a finish between members despite the fact that it is a concrete structure due to the precast concrete member. Excellent in finishing accuracy and workmanship. Further, since the main frame portion of the column and the beam is a hollow centrifugally molded precast concrete member, it has a rationality that a predetermined strength can be satisfied slim and light.

【0007】[0007]

【実施例】実施例について図を参照して説明する。図1
には列状に配列の柱1,…天端間に梁2,…を架配し、
当該柱1,梁2で繞囲の空間3,…上半部に格子棧4,
…を配して成り、高級マンション等の建物5のアプロー
チ6の出入口部に塀単位架構天端間に長尺梁部材7,7
を架配してなるゲート8を連結したところの本発明のコ
ンクリート製格子塀9が西方より視て示されている。こ
のものの平面図,南立面図,北立面図,西立面図は図2
〜図5となる。
An embodiment will be described with reference to the drawings. FIG.
Has columns 1, ... arranged in rows, beams 2, ... between the tops,
The column 1, the beam 2 and the surrounding space 3,...
..., and a long beam member 7, 7 between the top end of the wall unit frame at the entrance and exit of the approach 6 of the building 5 such as a luxury apartment.
The concrete lattice wall 9 according to the present invention, in which the gates 8 are connected, is shown viewed from the west. Figure 2 shows a plan view, south elevation view, north elevation view, and west elevation view of this.
FIG.

【0008】塀9において高い強度を負担しなければな
らない部位は主架構部である柱1と梁2である。由っ
て、図6〜図14に示される如く、柱1は高強度の遠心
力締固め方式で製せられるプレキャストコンクリート柱
部材を採用するものとすると共に成型時に、柱脚部補強
金物10a・柱脚部補強鉄筋10bと一体の端部金物1
1を埋込み、これに埋立用ベースプレート12を溶接
し、一方、柱天端には対梁2取合用の袋ナット13,…
を一体設の端部金物14が埋込みされる。同じく梁2,
長尺梁7は高強度でプレストレストが導入された遠心力
締固め方式で製せられる矩形筒体状のプレキャストコン
クリート梁部材を採用し、成型時に両端に対柱1取合用
の袋ナット13,…を一体設の端部金物15が埋込みさ
れる。プレストレスト導入に由りスリム化される。
The parts of the wall 9 which must bear high strength are the columns 1 and the beams 2 which are the main frames. Therefore, as shown in FIGS. 6 to 14, the column 1 employs a precast concrete column member manufactured by a high-strength centrifugal compaction method. End fitting 1 integral with column base reinforcing bar 10b
1 and a landfill base plate 12 is welded thereto, while a cap nut 13 for connecting the beam 2 to the top end of the column is provided.
The end metal fittings 14 provided integrally are embedded. Same beam 2,
The long beam 7 adopts a rectangular cylindrical precast concrete beam member manufactured by a centrifugal compaction method in which a high-strength and prestressed is introduced, and cap nuts 13 for connecting one column to one column at both ends during molding. Is integrally embedded. It is streamlined due to the introduction of prestressed.

【0009】柱1と梁2,長尺梁7との取合は、図7〜
図9に詳示される如く、アングル16,…を介して袋ナ
ット13に締結ボルト32,…を組付けて、仮止めのう
え、取合用の鉄筋17を架配し、仕上げ用型枠(図示省
略)を組付けのもとでコンクリート18を充填してなさ
れるものである。取合部には故意に目地20,…を残し
て意匠効果を付与するを良しとする。
The connection between the column 1, the beam 2, and the long beam 7 is shown in FIGS.
As shown in detail in FIG. 9, fastening bolts 32,... Are assembled to the cap nuts 13 via the angles 16,. This is done by filling the concrete 18 under the assembly (omitted). It is better to intentionally leave the joints 20,... To give a design effect to the joint.

【0010】柱1の埋立は、一般的になされる通り、地
盤に溝を形成し、当該溝底面に割栗石を敷き、その上に
捨てコンクリートを打ち、この上にアンカーボルトを配
して基礎コンクリートを打ち、図9に示す如く該アンカ
ーボルト19に埋立用ベースプレート12を組付け、ナ
ット締結に由り埋立固定する。
As is generally done, a pillar 1 is buried in a groove in the ground, a split stone is laid on the bottom of the groove, discarded concrete is poured thereon, and an anchor bolt is placed on the concrete. The concrete is struck, the landfill base plate 12 is assembled to the anchor bolts 19 as shown in FIG. 9, and the landfill is fixed by fastening nuts.

【0011】化粧的で主架構ではない格子棧4は高価,
高強度の遠心成型になるプレキャストコンクリート部材
の採用の必要度はないので、通常のプレキャストコンク
リート部材で構成する。すなわち、十字部材4aと下辺
横架部材4bとからなる。当該十字部材4aのクロス部
には故意に目地20,…を残して意匠的効果を高めると
良い。図10中に囲線A,Bにて示される叙上の格子棧
4と対柱1,対梁2取合部のうち、A部は格子棧4の両
端部上面には図11に示す如く切欠き凹部21が付形さ
れていると共に袋ナット13を一体設の座金22が予じ
め埋込みされている。相対する柱1側面には溶接基盤2
3が埋込みされており、これにアングル24が上部で突
き出る態様に溶接25されており、上昇してきて組付く
格子棧4はボルト26を介して垂下止着される。この部
も仕上げ用型枠(図示省略)を当てがったうえモルタル
29の充填で仕上げるが、図12,図13にて明らかな
如く、コーキング材27は充填を介して目地20の形成
を図るを良しとする。また、B部は、上部では梁2下辺
に予じめ埋込みのプレート28にボルト30を溶接して
あり、格子棧4にはインサート31が予じめ埋込みされ
ていて、格子棧4を上昇させて当該ボルト30をインサ
ート31に嵌合させたうえ、前記A部と同様な仕上げ処
理をして取合いされる。尚、B部下部は格子棧4内での
該十字部材4aと下辺横架部材4b同志の取合いとなる
が、既述のA部と同様に処理される。
[0011] The decorative and non-main frame lattice 4 is expensive,
Since there is no necessity to use a precast concrete member which is made of high-strength centrifugal molding, it is constituted by a normal precast concrete member. That is, the cross member 4a and the lower side transverse member 4b are formed. .. May be intentionally left in the cross portion of the cross member 4a to enhance the design effect. As shown in FIG. 11, of the above-described latticed ridges 4 and the paired columns 1 and the pair of beams 2, which are indicated by surrounding lines A and B in FIG. A notch recess 21 is formed, and a washer 22 integrally provided with the cap nut 13 is embedded in advance. Welding base 2 on opposite side of column 1
3 is embedded therein, and an angle 24 is welded 25 so as to protrude at an upper portion. The lattice member 4 to be assembled by ascending is droop-stopped via a bolt 26. This part is also finished by applying a finishing mold (not shown) and filling with mortar 29. As is clear from FIGS. 12 and 13, the caulking material 27 forms the joint 20 through filling. Is good. In the upper part B, a bolt 30 is welded to a plate 28 previously embedded in the lower side of the beam 2 at the upper part, and an insert 31 is previously embedded in the lattice member 4, so that the lattice member 4 is raised. Then, the bolt 30 is fitted to the insert 31, and then the same finishing treatment as that of the part A is performed. The lower part of the part B is engaged with the cross member 4a and the lower side transverse member 4b in the lattice member 4, but is processed in the same manner as the part A described above.

【0012】[0012]

【発明の効果】本発明は、以上説明したように構成され
ているので、以下に記載されるような効果を奏する。耐
候性に優れるコンクリート材にて型枠作業の煩らわしさ
を伴なうことなくして、コンクリート架構物を構築し
得、しかも、必要となる強度を合理的に備えてスリム化
のもと、斬新な温かく来訪者を迎える大架構をアプロー
チに提供して高級建物のイメージを高める。
Since the present invention is configured as described above, it has the following effects. A concrete frame structure can be constructed without the hassle of formwork work using concrete material with excellent weather resistance, and under the slimness with the necessary strength rationally provided, The approach is to provide a novel and large frame that welcomes visitors to enhance the image of luxury buildings.

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

【図1】本発明のコンクリート製格子塀をアプローチに
備えた建物の正視図である。
FIG. 1 is a front view of a building provided with an approach using a concrete lattice wall of the present invention.

【図2】本発明塀の平面図である。FIG. 2 is a plan view of the fence of the present invention.

【図3】本発明塀の南立面図である。FIG. 3 is a south elevation view of the fence of the present invention.

【図4】本発明塀の北立面図である。FIG. 4 is a north elevation view of the fence of the present invention.

【図5】本発明塀の西立面図である。FIG. 5 is a west elevation view of the fence of the present invention.

【図6】本発明塀の柱基部の説明図である。FIG. 6 is an explanatory view of a pillar base of the fence of the present invention.

【図7】本発明塀の柱と梁との取合部の説明図である。FIG. 7 is an explanatory view of a joint portion between a pillar and a beam of the fence of the present invention.

【図8】図7中矢視A図である。FIG. 8 is a diagram viewed from an arrow A in FIG. 7;

【図9】本発明塀の埋立てられ、かつ、梁と取合いする
柱の説明図である。
FIG. 9 is an explanatory view of a pillar buried in the fence of the present invention and engaged with a beam.

【図10】本発明塀の格子棧部の説明図である。FIG. 10 is an explanatory view of a lattice member of the fence of the present invention.

【図11】本発明塀の格子棧部材の縦断面図である。FIG. 11 is a longitudinal sectional view of a lattice member of the wall according to the present invention.

【図12】本発明塀の格子棧の対柱取合部の平面説明図
である。
FIG. 12 is an explanatory plan view of a joint portion of a lattice member of the wall according to the present invention with respect to a pillar.

【図13】本発明塀の格子棧の対柱取合部の立面説明図
である。
FIG. 13 is an elevational explanatory view of a joint portion of a lattice member of the fence of the present invention with respect to a pillar.

【図14】本発明塀の格子棧の対梁等の取合部の説明図
である。
FIG. 14 is an explanatory view of a connection portion such as a pair of beams of a lattice member of the wall of the present invention.

【符号の説明】[Explanation of symbols]

1 柱 2 梁 3 空間 4 格子棧 4a 十字部材 4b 下辺横架部材 5 建物 6 アプローチ 7 長尺梁部材 8 ゲート 9 コンクリート製格子塀 10 柱脚部補強金物 11 端部金物 12 埋立用ベースプレート 13 袋ナット 14 端部金物 15 端部金物 16 アングル 17 鉄筋 18 コンクリート 19 アンカーボルト 20 目地 21 凹部 22 座金 23 溶接基盤 24 アングル 25 溶接 26 ボルト 27 コーキング材 28 プレート 29 モルタル 30 プレキャストコンクリート 31 インサート 32 締結ボルト DESCRIPTION OF SYMBOLS 1 pillar 2 beam 3 space 4 lattice member 4a cross member 4b lower horizontal member 5 building 6 approach 7 long beam member 8 gate 9 concrete lattice wall 10 pillar base reinforcing metal 11 end metal 12 reclamation base plate 13 cap nut 14 End Hardware 15 End Hardware 16 Angle 17 Reinforcing Bar 18 Concrete 19 Anchor Bolt 20 Joint 21 Recess 22 Washer 23 Welding Base 24 Angle 25 Welding 26 Bolt 27 Caulking Material 28 Plate 29 Mortar 30 Precast Concrete 31 Insert 32 Fastening Bolt

───────────────────────────────────────────────────── フロントページの続き (72)発明者 可児 幸彦 名古屋市中村区名駅四丁目2番12号 日 本コンクリート工業株式会社 名古屋営 業所内 (56)参考文献 実開 平2−99165(JP,U) 実公 昭10−10773(JP,Y1) (58)調査した分野(Int.Cl.7,DB名) E04H 17/00 - 17/26 E04C 3/34 ──────────────────────────────────────────────────続 き Continuation of the front page (72) Inventor Yukihiko Kani 4-2-112 Meieki, Nakamura-ku, Nagoya-shi Nagoya Sales Office of Nihon Concrete Industry Co., Ltd. (56) Reference Reference U) J. 10-10773 (JP, Y1) (58) Fields investigated (Int. Cl. 7 , DB name) E04H 17/00-17/26 E04C 3/34

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 列状に配列の柱天端間に梁を架配し、当
該柱、梁で繞囲の空間上半部に格子棧を配して成り、該
柱は埋立用ベースプレートと対梁並びに格子棧取合用金
具を配設の遠心力締固め方式で製せられたプレキャスト
コンクリート柱部材として地盤に埋立固定し、該梁は対
柱並びに格子棧取合用金具を配設の遠心力締固め方式で
製せられたプレキャストコンクリート梁部材とし、該格
子棧は対柱並びに梁取合用金具を配設の中実プレキャス
トコンクリート棧部材とし、上記各取合部は剛接合をと
たことを特徴とするコンクリート製格子塀。
A beam is arranged between the top ends of columns arranged in a row, and a lattice member is arranged in the upper half of a space surrounded by the columns and beams, and the columns are paired with a landfill base plate. as a precast concrete pillar member that is Seise beams and lattice棧取case bracket by centrifugal force compaction scheme arranged landfill fixed to the ground, the beams centrifugal force provided fittings for Taihashira and lattice棧取if A precast concrete beam member manufactured by compaction method, the lattice member is a solid precast concrete member member provided with a pair of columns and a metal fitting for a beam, and each of the above joints has a rigid joint.
Concrete lattice fence, characterized in that it was.
【請求項2】 アプローチ出入口部に塀単位架構天端間
に遠心力締固め方式で製せられた矩形筒体状のプレキャ
ストコンクリート長尺梁部材を剛接合架配してなるゲー
トを連結させた請求項1記載のコンクリート製格子塀。
2. A gate formed by rigidly connecting a rectangular tubular precast concrete long beam member formed by a centrifugal compaction method between the top ends of the frame unit frames at the approach entrance / exit portion. The concrete lattice wall according to claim 1.
JP05037984A 1993-02-26 1993-02-26 Concrete lattice fence Expired - Fee Related JP3087875B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP05037984A JP3087875B2 (en) 1993-02-26 1993-02-26 Concrete lattice fence

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP05037984A JP3087875B2 (en) 1993-02-26 1993-02-26 Concrete lattice fence

Publications (2)

Publication Number Publication Date
JPH06248831A JPH06248831A (en) 1994-09-06
JP3087875B2 true JP3087875B2 (en) 2000-09-11

Family

ID=12512839

Family Applications (1)

Application Number Title Priority Date Filing Date
JP05037984A Expired - Fee Related JP3087875B2 (en) 1993-02-26 1993-02-26 Concrete lattice fence

Country Status (1)

Country Link
JP (1) JP3087875B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100402659B1 (en) * 2000-04-12 2003-10-22 삼성물산 주식회사 Grid precast concrete beam
KR100402660B1 (en) * 2000-04-12 2003-10-22 삼성물산 주식회사 Precast concrete column for multi-stories

Also Published As

Publication number Publication date
JPH06248831A (en) 1994-09-06

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