JPH02236306A - Column for protection fencing - Google Patents

Column for protection fencing

Info

Publication number
JPH02236306A
JPH02236306A JP5687689A JP5687689A JPH02236306A JP H02236306 A JPH02236306 A JP H02236306A JP 5687689 A JP5687689 A JP 5687689A JP 5687689 A JP5687689 A JP 5687689A JP H02236306 A JPH02236306 A JP H02236306A
Authority
JP
Japan
Prior art keywords
spacers
deformation
road
column
lower step
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.)
Granted
Application number
JP5687689A
Other languages
Japanese (ja)
Other versions
JPH0611969B2 (en
Inventor
Yoshitsugu Hirano
喜嗣 平野
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP5687689A priority Critical patent/JPH0611969B2/en
Publication of JPH02236306A publication Critical patent/JPH02236306A/en
Publication of JPH0611969B2 publication Critical patent/JPH0611969B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
    • E01F15/02Continuous barriers extending along roads or between traffic lanes
    • E01F15/04Continuous barriers extending along roads or between traffic lanes essentially made of longitudinal beams or rigid strips supported above ground at spaced points
    • E01F15/0476Foundations
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
    • E01F15/02Continuous barriers extending along roads or between traffic lanes
    • E01F15/04Continuous barriers extending along roads or between traffic lanes essentially made of longitudinal beams or rigid strips supported above ground at spaced points
    • E01F15/0461Supports, e.g. posts

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)

Abstract

PURPOSE:To decrease impact to passengers by providing two steps on the attaching face of a standing column, grounding its road side half on a road face, cutting out its outer half with a clearance providing and attaching respective halves by anchor bolts and nuts through spacers. CONSTITUTION:Each of spacers 7a, 7b is formed in a two-step pipe shape. The major diameter of the lower step is slightly smaller than the minor diameter of the upper step. On the bottom face of a column main body 1, an inner half 3 is made to come into contact with a road surface, an outer side 4 is cut out to form a space and they are respectively fixed by means of anchor bolts 6, 6' through spacers 7a, 7b. When impact is applied to the column main body 1, compression acts on the respective spacers 7a, 7b, the joint part between the upper and lower step pipes is broken, the upper step part bites the lower step part to absorb impact force and they do not move with the fixed quantities of deformation. Thus, since the quantities of deformation can be limited, safety can be improved.

Description

【発明の詳細な説明】 本発明は車輌等が事故により道路から逸脱することを防
護する柵の支柱に於で、二次災害となる乗員えの衝撃を
緩和する目的で、設定された撃力で永久変形を行はしめ
、且つ一定量の変形に止め、安呈を確保するものである
。更に本発明は、支柱本体は剛構造とし、そのアンカー
ボルトによる支持する構成に創意をなし、こ\に別個の
永久変形を行う部材を組合せてなるものである。本発明
と目的を同じくする従来技術を説明すると、支柱そのも
のを設定負荷セ塑性変形させるもので(剛体設計でなく
、塑性設計)、この場合、設定負荷を小さく見積ると破
壊がそのま\進行して変形量が設定値を越えてしまう欠
点を有する。次に本発明を図面によって説明すると、1
は鋳造、鍛造等になる支柱本体、2。2′は横梁、3は
道路面と接する取付面、4は段部を構成して道路面との
間に空隙を有する取付面、5.5′は透孔、6.6′は
アンカーボルト、7a.7bは第5図に詳記するスペー
サー、8はナット、尚スペーサ−7a.7bは二段パイ
プ状をなし、アンカーボルト挿通孔9、上段外径部10
に対して若干小径の下段内径部11、セン断予想部12
からなるものである。又第4図に従来方式例を示すもの
で、支柱本体13は塑性変形を局限するため、肉ぬすみ
14を有するものである。尚15を道路面とする。次に
本発明の作用効果について説明する。第1番に第3図に
より段付部3,4.について述べると、これがない構成
b図によると、横梁2に対する負荷Pを加えると変形の
モーメント中心点はB点であり、アンカーボルト6の位
置での変位量d2となる。これに対して本発明構成a図
によるとモーメント中心点Aは支柱1の取付部中心でア
ンカーボルト6の位置での変位量dlはd2に対して半
分以下となる。しかしてアンカーボルト6′の位置での
変位量d・lはdlと同一とすることを得る。次に第ヰ
図でスペーサ−78、7bの機能を説明すると、負荷F
が作用すると設定値でセン断予想部12がセン断破壊を
起し、ついで上段部が下段部に食い込んで上段外径部1
0が下段内径部11より若干大なるため押拡げなからl
)図状態となり、高さdlで不動となるものである。従
来方式は第4図で示す如く肉ぬすみ部14で塑性変形を
生じるものである。以上の如くであるから本発明は大な
る衝撃力Pを受げた際、そのエネルギーをスペーサ−7
a、7bの破壊により吸収するものであり、しかもその
スペーサー7a、7bの破壊変形量を比較的小に抑える
ことを得、且つ変形量の限定を行うため支柱全体の変δ 位軸を設定することが出来て防護柵本来の機能である安
全保証が出来、しかも支柱本体1は剛体設計で造り易く
、技術的価値高いものである。
[Detailed Description of the Invention] The present invention is a fence post that protects vehicles from deviating from the road due to an accident. This is to prevent permanent deformation and to limit the deformation to a certain amount to ensure stability. Furthermore, in the present invention, the main body of the column is made of a rigid structure, and the supporting structure using anchor bolts is inventive, and a separate member that undergoes permanent deformation is combined with this structure. A conventional technique that has the same purpose as the present invention is to plastically deform the column itself under a set load (plastic design, not rigid design), and in this case, if the set load is estimated to be small, the fracture will proceed as it is. This has the disadvantage that the amount of deformation exceeds the set value. Next, the present invention will be explained with reference to the drawings.
2. 2' is the cross beam; 3 is the mounting surface that contacts the road surface; 4 is the mounting surface that forms a step and has a gap between it and the road surface; 5. 5' is a through hole, 6.6' is an anchor bolt, 7a. 7b is a spacer detailed in FIG. 5, 8 is a nut, and spacer 7a. 7b has a two-stage pipe shape, and has an anchor bolt insertion hole 9 and an upper outer diameter part 10.
A lower inner diameter portion 11 with a slightly smaller diameter than that of the shear expected portion 12
It consists of FIG. 4 shows an example of a conventional system, in which the support main body 13 has a recess 14 in order to limit plastic deformation. Note that 15 is the road surface. Next, the effects of the present invention will be explained. No. 1 has stepped portions 3, 4 as shown in FIG. According to the configuration shown in FIG. b without this, when a load P is applied to the cross beam 2, the center point of the moment of deformation is point B, and the amount of displacement at the position of the anchor bolt 6 is d2. On the other hand, according to the configuration of the present invention shown in FIG. Therefore, the amount of displacement d·l at the position of the anchor bolt 6' can be made equal to dl. Next, to explain the functions of spacers 78 and 7b in Fig. 3, the load F
When this occurs, the expected shearing part 12 causes shearing failure at the set value, and then the upper part bites into the lower part and the upper outer diameter part 1
0 is slightly larger than the lower inner diameter part 11, so it cannot be expanded.
), and remains immobile at the height dl. In the conventional method, plastic deformation occurs in the hollow part 14 as shown in FIG. As described above, when the present invention receives a large impact force P, the energy is transferred to the spacer 7.
This is absorbed by the destruction of spacers 7a and 7b, and in order to suppress the amount of deformation caused by the destruction of spacers 7a and 7b to a relatively small amount, and to limit the amount of deformation, the axis of displacement δ of the entire column is set. This makes it possible to guarantee safety, which is the original function of a protective fence.Moreover, the support main body 1 has a rigid design and is easy to construct, so it has high technical value.

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

第1図は本発明を実施せる全体斜視図、第2図はその要
部の一部断面側面図、第3図abは本発明の作用を説明
する側面略図、第4図は従来構成の側面略図、第5図a
bは部品実施例の側断面図を示す。 1. 2.2′ 3.4 5.5′ 6.6′ 7a 7b 支柱本体 横   梁 取付面 透   孔 アンカーボルト スペーサー 支柱本体 ク ! 圓 ゲ ? 用 ! 4−1可 オ  5 国 く   ごL  ) (b)
Fig. 1 is an overall perspective view in which the present invention can be implemented, Fig. 2 is a partial cross-sectional side view of the main parts thereof, Fig. 3 a and b is a schematic side view illustrating the operation of the present invention, and Fig. 4 is a side view of a conventional configuration. Schematic diagram, Figure 5a
b shows a side sectional view of the component embodiment. 1. 2.2' 3.4 5.5'6.6' 7a 7b Side of the pillar body Beam mounting surface through hole Anchor bolt spacer Pillar body! Enge? for! 4-1 Possible 5 Country Kugo L) (b)

Claims (1)

【特許請求の範囲】[Claims] 剛構造をなし、横梁を支承する構造を有し、アンカーボ
ルトで支持される立柱の取付面を2分段付とし、その道
路側半分を路面と接地状態とする時、外側半分を路面に
対して隙間を有すべく切欠き、該段付取付面のそれぞれ
にアンカーボルトを挿通する透孔を構成し、道路側の路
面接地取付部のアンカーボルトには該取付部の上面に予
め設定された圧縮力により破壊して高さを減じるスペー
サーを介してナットで取付け、外側の切欠部のアンカー
ボルトは該切欠部に前記と同一構成をなすスペーサーを
挿通し、上部よりナットで取付けるべくなした事を特徴
とする防護柵支柱。
It has a rigid structure that supports horizontal beams, and the mounting surface of the vertical pillar supported by anchor bolts is stepped, and when the road side half is in contact with the road surface, the outer half is in contact with the road surface. A notch is formed to have a gap, and each of the stepped mounting surfaces has a through hole through which an anchor bolt is inserted. It is attached with a nut via a spacer that breaks due to compressive force and reduces its height, and the anchor bolt in the outer notch is inserted into the notch with a spacer having the same structure as above, and is attached from above with a nut. A protective fence post featuring:
JP5687689A 1989-03-08 1989-03-08 Protection ▲ fence ▼ prop Expired - Lifetime JPH0611969B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5687689A JPH0611969B2 (en) 1989-03-08 1989-03-08 Protection ▲ fence ▼ prop

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5687689A JPH0611969B2 (en) 1989-03-08 1989-03-08 Protection ▲ fence ▼ prop

Publications (2)

Publication Number Publication Date
JPH02236306A true JPH02236306A (en) 1990-09-19
JPH0611969B2 JPH0611969B2 (en) 1994-02-16

Family

ID=13039623

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5687689A Expired - Lifetime JPH0611969B2 (en) 1989-03-08 1989-03-08 Protection ▲ fence ▼ prop

Country Status (1)

Country Link
JP (1) JPH0611969B2 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100511457B1 (en) * 2002-11-05 2005-08-31 박영기 guard rail haning a shock absorbing function
ES2293860A1 (en) * 2007-10-01 2008-03-16 Hierros Y Aplanaciones, S.A. (Hiasa) Direct deformable anchoring system for support post of a safety barrier or parapet in rigid ground
JP2009209573A (en) * 2008-03-04 2009-09-17 Sekisui Jushi Co Ltd Cushion member and guard fence support structure
GB2491206A (en) * 2011-05-27 2012-11-28 Mccue Corp Shock-absorbing bollard assembly
GB2585313A (en) * 2014-03-14 2021-01-06 Mccue Corp Impact absorbing barrier
DE102021118008A1 (en) 2021-07-13 2023-01-19 Volkmann & Rossbach GmbH Post arrangement for a safety guard

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100511457B1 (en) * 2002-11-05 2005-08-31 박영기 guard rail haning a shock absorbing function
ES2293860A1 (en) * 2007-10-01 2008-03-16 Hierros Y Aplanaciones, S.A. (Hiasa) Direct deformable anchoring system for support post of a safety barrier or parapet in rigid ground
ES2293860B1 (en) * 2007-10-01 2009-02-01 Hierros Y Aplanaciones, S.A. (Hiasa) DIRECT FUSE ANCHOR SYSTEM FOR SUPPORT POST OF A SAFETY OR PRETIL BARRIER ON A RIGID GROUND.
WO2009043947A1 (en) * 2007-10-01 2009-04-09 Hierros Y Aplanaciones, S.A. (Hiasa) System of direct fusible anchoring for a support post of a security barrier or parapet in rigid ground
US8850765B2 (en) 2007-10-01 2014-10-07 Hierros Y Aplanaciones, S.A. System of direct fusible anchoring for a support post of a security barrier or parapet in rigid ground
JP2009209573A (en) * 2008-03-04 2009-09-17 Sekisui Jushi Co Ltd Cushion member and guard fence support structure
GB2491206A (en) * 2011-05-27 2012-11-28 Mccue Corp Shock-absorbing bollard assembly
US8444343B2 (en) 2011-05-27 2013-05-21 Mccue Corporation Impact-absorbing anchoring assembly for protective barrier
GB2585313A (en) * 2014-03-14 2021-01-06 Mccue Corp Impact absorbing barrier
GB2585313B (en) * 2014-03-14 2021-04-07 Mccue Corp Impact absorbing barrier
DE102021118008A1 (en) 2021-07-13 2023-01-19 Volkmann & Rossbach GmbH Post arrangement for a safety guard

Also Published As

Publication number Publication date
JPH0611969B2 (en) 1994-02-16

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