WO2012099072A1 - Colonne de support pour barrière de protection - Google Patents

Colonne de support pour barrière de protection Download PDF

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Publication number
WO2012099072A1
WO2012099072A1 PCT/JP2012/050749 JP2012050749W WO2012099072A1 WO 2012099072 A1 WO2012099072 A1 WO 2012099072A1 JP 2012050749 W JP2012050749 W JP 2012050749W WO 2012099072 A1 WO2012099072 A1 WO 2012099072A1
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WO
WIPO (PCT)
Prior art keywords
flange
support
reinforcing plate
protective fence
base
Prior art date
Application number
PCT/JP2012/050749
Other languages
English (en)
Japanese (ja)
Inventor
治 高堂
公志 嶋津
Original Assignee
株式会社住軽日軽エンジニアリング
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
Priority claimed from JP2011011137A external-priority patent/JP5647018B2/ja
Priority claimed from JP2011011138A external-priority patent/JP5647019B2/ja
Application filed by 株式会社住軽日軽エンジニアリング filed Critical 株式会社住軽日軽エンジニアリング
Publication of WO2012099072A1 publication Critical patent/WO2012099072A1/fr

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00—Safety 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
    • E01F15/02—Continuous barriers extending along roads or between traffic lanes
    • E01F15/025—Combinations of at least two of the barrier member types covered by E01F15/04 - E01F15/08, e.g. rolled steel section or plastic strip backed up by cable, safety kerb topped by rail barrier
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00—Safety 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
    • E01F15/02—Continuous barriers extending along roads or between traffic lanes
    • E01F15/04—Continuous barriers extending along roads or between traffic lanes essentially made of longitudinal beams or rigid strips supported above ground at spaced points
    • E01F15/0407—Metal rails
    • E01F15/0423—Details of rails
    • E01F15/043—Details of rails with multiple superimposed members; Rails provided with skirts
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00—Safety 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
    • E01F15/02—Continuous barriers extending along roads or between traffic lanes
    • E01F15/04—Continuous barriers extending along roads or between traffic lanes essentially made of longitudinal beams or rigid strips supported above ground at spaced points
    • E01F15/0461—Supports, e.g. posts

Definitions

  • the present invention relates to a guard post.
  • Protective fences for vehicles prevent the fall of vehicles etc. from the roadway, and have a structure in which a horizontal beam (horizontal material) or the like is bridged between a plurality of support columns standing at predetermined intervals. This type of protective fence absorbs the collision energy of the vehicle by deforming (tilting) the column.
  • Patent Document 1 discloses a support fence post in which a pedestal and a support body are integrally formed by casting.
  • Patent Document 2 discloses a support body made of a hollow cylindrical material on the upper surface of the base. There is disclosed a guard fence post which is erected and fixed by welding.
  • the present invention provides a guard post for protection fence that is formed by stacking at least two pillar components, and is capable of firmly joining the pillar components to each other.
  • a second problem is to provide a protective fence post that uses an extruded profile and that can improve the reproducibility of the tilted form.
  • the invention for solving the first problem is a guard fence post configured by stacking at least two support constituent members made of extruded profiles, and each of the support components is the extruded profile.
  • the upper strut component is composed of an upper front flange disposed on the roadway side and an upper rear part disposed behind the upper front flange.
  • a flange and a front engaging portion that engages with a front upper portion of the lower strut constituent material, and the lower strut constituent material is a lower front disposed on the lower side of the upper front flange. It comprises a part flange, a lower rear flange disposed below the upper rear flange, and a retaining part that comes into contact with the upper surface of the front engagement part.
  • upper and lower”, “front and rear” and “left and right” in the first invention are based on the state where the protective fence support is installed on the side of the roadway, and the side facing the roadway is the “front side”. That is, the direction (transverse direction) orthogonal to the roadway is the “front-rear direction”, and the direction along the roadway (vertical direction) is the “left-right direction”.
  • the lower strut constituent material may be provided with a wall portion superimposed on the rear side of the front engaging portion, and the wall portion and the front engaging portion may be joined by a male screw member. In this way, coupled with the engagement of the front engaging portion and the retaining portion, the strut constituent members are more firmly joined to each other, and the upper and lower strut constituent members are laterally displaced. Can be prevented.
  • the transverse beam arranged along the roadway may be fixed to the upper part of the lower strut constituent material or the lower part of the upper strut constituent material by the male screw member. If it does in this way, since the number of external thread members can be reduced, cost reduction can be aimed at.
  • the upper strut component is provided with a rear engagement portion that engages with the rear upper portion of the lower strut component, and the lower strut component is disposed on the front surface of the rear engagement portion. You may provide the prevention part to contact
  • the blocking portion is opposed to the upper end portion of the lower rear flange, and a female screw is formed on the upper end portion of the lower rear flange, and the rear engagement is achieved by a male screw member screwed into the female screw.
  • the front surface of the joining portion may be pressed against the blocking portion. If it does in this way, since a back side engaging part and a prevention part come to stick, it can prevent the backlash of both.
  • the strut component located at the bottom includes a pedestal and a reinforcing plate that connects the lower front flange and the lower rear flange, and the lower rear flange rises from the pedestal.
  • a base and a buckling deformed portion that rises from the upper edge of the base, and the reinforcing plate rises obliquely upward from the upper end of the base, and a horizontal load that simulates a collision load is positioned at the top
  • the second problem can be solved when the buckling deformed part buckles when acting on the upper end part of the strut component. That is, the reproducibility of the tilted form can be improved.
  • the reinforcing plate may be formed so that the compressive stress of the reinforcing plate reaches the yield strength before the buckled deformation portion starts buckling deformation.
  • the function of supporting the rear flange is lowered, so that buckling deformation is likely to occur in the rear flange, and the thickness of the base is changed to the thickness of the buckling deformation portion. If it is larger, the base of the rear flange is less likely to break, so even if the compression stress of the reinforcing plate exceeds the yield strength, absorption of collision energy will continue and the reproducibility of the tilted form will be improved. Can do.
  • the invention for solving the second problem is a guard post for a fence constructed by stacking a plurality of support members made of extruded shapes, and each of the support members is made of the extruded material. It is arranged so that the direction of extrusion is the direction along the roadway, and the strut component located at the bottom is a pedestal, a lower front flange rising from the pedestal, and a rear side of the lower front flange A lower rear flange, and a reinforcing plate that connects the lower front flange and the lower rear flange, and the lower rear flange includes a base that rises from the pedestal, and an upper part of the base.
  • a support fence post comprising a post constituent material made of an extruded profile, wherein the post constituent material is an extrusion of the extruded profile.
  • a pedestal a front flange rising from the pedestal, a rear flange disposed behind the front flange, the front flange, and the rear portion.
  • a reinforcing plate that connects the flange, the rear flange includes a base that rises from the pedestal, and a buckling deformed portion that rises from an upper edge of the base, and the reinforcing plate extends from the upper end of the base.
  • the buckling deformed portion is buckled when a horizontal load that stands obliquely upward is applied statically to the upper end portion of the strut component material to simulate a collision load.
  • “upper and lower”, “front and rear” and “left and right” are based on the state where the protective fence support is installed on the side of the roadway, and the side facing the roadway is referred to as “front side”. To do. That is, the direction orthogonal to the roadway (the roadway transverse direction) is the “front-rear direction”, and the direction along the roadway (the longitudinal direction) is the “left-right direction”.
  • the second and third inventions when a collision load is applied from the roadway side, buckling is likely to occur in the buckled deformed portion, while buckling or breakage is unlikely to occur in the base portion.
  • the reproducibility increases, and as a result, the amount of collision energy absorbed does not vary greatly.
  • Adjusting the wall thickness and length of the buckled deformed part and the reinforcing plate controls the buckling load (peak load) of the buckled deformed part to an appropriate value. Can be set to
  • the joint part of the support members does not become a weak part, and therefore the collision energy at the time of the vehicle collision is reduced. Can be absorbed reliably.
  • the guard fence support according to the second and third inventions it becomes possible to improve the reproducibility of the tilted form.
  • (A) is a side view which shows the support
  • (b) is a front view.
  • (A) is a side view of the upper strut constituent material (upper member), and (b) is a side view of the lower strut constituent material (lower member).
  • (A) is a disassembled perspective view which shows the assembly method of the support
  • (b) is sectional drawing which shows a junction part.
  • (A) is a side view which shows the state before tilting, (b) is a side view which shows the tilted state.
  • (A) is a graph which shows the result of a loading test
  • (b) is a side view which shows the dimension of the upper member used for the loading test
  • (c) is a side view which similarly shows the dimension of a lower member.
  • (A) is a side view which shows the other support
  • (b) is an exploded side view.
  • (A)-(d) is a side view which shows the modification of a junction part.
  • (A)-(c) is a side view which shows the other modification of a junction part.
  • the protective fence support A ⁇ b> 1 supports the horizontal beams B and B arranged along the roadway, and is installed on the ground cover (foundation) C beside the roadway. Has been.
  • the protective fence support A1 is formed by stacking a plurality of (two in the present embodiment) support members 1 and 2 made of an aluminum alloy extruded profile.
  • the strut constituent members 1 and 2 are arranged so that the extrusion direction of the extruded shape member that is the element is the direction along the roadway (the direction perpendicular to the paper surface in FIG. 1A).
  • the upper strut constituent material 1 (the strut constituent material 1 located at the top (uppermost level)) is referred to as “upper member 1”, and the lower strut constituent material 2 (lowermost (lowest (most)).
  • the column-constituting material 2) located in the lower stage is referred to as “lower member 2”.
  • the upper member 1 has a shape in which the depth dimension (length in the front-rear direction) gradually decreases as it goes upward. As shown in FIG. 1 (b), the width dimension (length in the left-right direction) of the upper member 1 is constant from the upper end to the lower end.
  • the upper member 1 of the present embodiment includes an upper front flange 11, an upper rear flange 12, a front engagement portion 13, a rear engagement portion 14, and a partition plate, as shown in FIG. 15, a beam receiving portion 16, and a beam fixing portion 17.
  • the upper front flange 11 faces the roadway, and mainly resists tensile force when a collision load acts from the roadway side.
  • the upper front flange 11 of the present embodiment is formed in a curved plate shape, and the front surface of the upper front flange 11 is gently curved so as to protrude rearward.
  • the lower end portion of the upper front flange 11 extends below a horizontal plane X1 that passes through the lower end of the upper rear flange 12.
  • the front surface of the lower end portion of the upper front flange 11 is a mounting seat for the lower horizontal beam B.
  • a bolt insertion hole 11 a extending from the front surface to the rear surface of the front engagement portion 13 is formed at the lower end portion of the upper front flange 11.
  • a bolt 3a (see FIG. 1), which is a male screw member for fixing a beam, is inserted into the bolt insertion hole 11a.
  • screw insertion holes 11 b and 11 b are also formed in the lower end portion of the upper front flange 11.
  • the screw insertion hole 11b passes through the upper front flange 11 and the front engagement portion 13 on both the left and right sides with the bolt insertion hole 11a interposed therebetween.
  • a countersunk screw 3c (see FIG. 3B), which is a male screw member for joining, is inserted into the screw insertion hole 11b.
  • the upper rear flange 12 is disposed behind the upper front flange 11 as shown in FIG. 2A, and mainly resists compressive force when a collision load is applied from the roadway side. That is, the upper rear flange 12 is opposed to the upper front flange 11 with a space therebetween, and cooperates with the upper front flange 11 to resist a bending moment at the time of a vehicle collision.
  • the upper front flange 11 of the present embodiment is formed in a curved plate shape, and the rear surface of the upper rear flange 12 is gently curved so as to protrude rearward.
  • the front engaging portion 13 is a portion that engages with the front upper portion of the lower member 2, and is attached to the lower end portion of the upper front flange 11.
  • the front side engaging portion 13 of the present embodiment protrudes from the rear surface of the upper front flange 11.
  • the upper surface 13a of the front side engaging portion 13 is inclined so that the front side is lowered.
  • the upper surface of the front side engaging part 13 may be inclined so that the rear side is lowered (see (c) of FIG. 7) or may be horizontal (see (d) of FIG. 7).
  • the rear engagement portion 14 is a portion that is engaged with the rear upper portion of the lower member 2, and is attached to the lower end portion of the upper rear flange 12.
  • the upper end portion of the rear engagement portion 14 is connected to the front surface of the lower end portion of the upper rear flange 12, and the lower end portion of the rear engagement portion 14 extends below the upper rear flange 12.
  • the rear engagement portion 14 is offset to the front side with respect to the vertical plane Y1 passing through the lower end of the rear surface of the upper rear flange 12.
  • a concave groove 14 a that is continuous in the left-right direction (the direction perpendicular to the paper surface) is formed on the rear surface of the rear engagement portion 14.
  • a step surface 14 b is formed at a position one step higher than the lower end surface of the rear engagement portion 14.
  • the partition plate 15 is arranged for the purpose of increasing the rigidity of the upper member 1 and has a flat plate shape.
  • the lower partition plate 15 rises obliquely upward from the rear engagement portion 14 and is connected to the upper front flange 11.
  • the upper partition plate 15 rises obliquely upward from the intersection of the upper front flange 11 and the lower partition plate 15 and is connected to the upper rear flange 12.
  • the number, position, orientation, etc. of the partition plate 15 may be changed.
  • the beam receiving portion 16 and the beam fixing portion 17 are portions serving as mounting seats for the upper horizontal beam B.
  • the beam receiving portion 16 connects the upper front flange 11 and the upper rear flange 12 at a position lower than the upper end of the upper front flange 11 and the upper end of the upper rear flange 12.
  • the beam fixing portion 17 projects forward from the upper end of the upper front flange 11.
  • a concave groove is formed on the lower surface of the upper horizontal beam B, and the beam fixing portion 17 is inserted into the concave groove of the horizontal beam B.
  • a bolt insertion hole 17 a is formed in the beam fixing portion 17.
  • a bolt 3b (see FIG. 1A), which is a male screw member for fixing a beam, is inserted into the bolt insertion hole 17a.
  • the lower member 2 has a shape in which the depth dimension (length in the front-rear direction) gradually decreases as it goes upward.
  • the width dimension (length in the left-right direction) of the lower member 2 is constant from the upper end to the lower end (see FIG. 1B).
  • the lower member 2 of the present embodiment includes a base 20, a lower front flange 21, a lower rear flange 22, a reinforcing plate 23, a wall portion 24, a retaining portion 25, a boundary plate 26, and a blocking portion. 27.
  • the pedestal 20 is a flat plate-like portion placed on the ground cover C, and is mounted on the top surface of the ground cover C by anchor bolts C ⁇ b> 1 and C ⁇ b> 2 planted on the ground cover C. Fixed. In the event of a vehicle collision, a larger pulling force acts on the anchor bolt C1 on the front side than on the anchor bolt C2 on the rear side. Therefore, the anchor bolt C1 on the front side is larger in diameter and longer than the anchor bolt C2 on the rear side.
  • the front half of the pedestal 20 through which the anchor bolt C1 is inserted is formed thicker than the latter half.
  • the front and rear anchor bolts C1 and C2 may have the same diameter.
  • the base 20 is formed with anchor insertion holes 20a, 20a,. Anchor bolts C1 and C2 (see FIG. 1) are inserted through the anchor insertion hole 20a.
  • the lower front flange 21 faces the roadway, and mainly resists tensile force when a collision load is applied from the roadway side.
  • the lower front flange 21 is disposed below the upper front flange 11, and the upper end surface of the lower front flange 21 is abutted against the lower end surface of the upper front flange 11.
  • the lower front flange 21 of the present embodiment is formed in a curved plate shape, and rises from the front edge of the pedestal 20 in a state inclined to the rear side.
  • the front surface of the lower front flange 21 is gently curved so as to protrude rearward, and is smoothly continuous with the front surface of the upper front flange 11.
  • the thickness of the lower front flange 21 is gradually reduced as it goes upward, and the thickness of the lower end portion is larger than the thickness of the upper end portion.
  • the lower rear flange 22 is disposed behind the lower front flange 21 and mainly resists compressive force when a collision load acts from the roadway side. That is, the lower rear flange 22 is opposed to the lower front flange 21 with a space therebetween, and cooperates with the lower front flange 21 to resist a bending moment during a vehicle collision.
  • the lower rear flange 22 is disposed below the upper rear flange 12, and the upper end surface of the lower rear flange 22 is abutted against the lower end surface of the upper rear flange 12.
  • the lower rear flange 22 of the present embodiment is formed in a curved plate shape, rises from the pedestal 20 in a state inclined to the front side, and opposes the lower front flange 21 in a C shape in a side view. ing.
  • the upper end portion of the lower rear flange 22 extends above a horizontal plane X ⁇ b> 2 that passes through the upper end of the lower front flange 21.
  • the rear surface of the lower rear flange 22 is gently curved so as to be convex on the front side, and is smoothly continuous with the rear surface of the upper rear flange 12.
  • the lower rear flange 22 includes a base portion 22a, a buckling deformed portion 22b, and an extending portion 22c.
  • the base portion 22a rises from the rear edge of the pedestal 20 while being tilted forward so that the separation distance from the lower front flange 21 gradually decreases as it goes upward.
  • the thickness of the base portion 22a is larger than the thickness of the lower front flange 21 and larger than the thickness of the buckling deformed portion 22b.
  • the buckling deformed portion 22b rises from the upper edge of the base portion 22a in a state inclined to the front side.
  • the buckling deformed portion 22 b is buckled when a large collision load is applied to the upper end portion of the upper member 1 from the roadway side, and is bent so as to protrude toward the lower front flange 21.
  • the extending portion 22c is a portion that is superimposed on the rear side of the rear engaging portion 14 (see FIG. 2A), and rises from the upper edge of the buckling deformed portion 22b.
  • An engaging protrusion 22d that protrudes forward is formed at the upper end of the extending portion 22c.
  • the engaging protrusion 22d is fitted into the concave groove 14a (see FIG. 2A).
  • a female screw 22e penetrating in the front-rear direction is formed below the engagement protrusion 22d.
  • a set screw 3d is inserted into the female screw 22e.
  • the front end of the set screw 3d abuts on the rear surface of the rear engagement portion 14, and the rear engagement portion 14 is pressed against the blocking portion 27 by tightening the set screw 3d.
  • the reinforcing plate 23 is disposed so as to partition the inner space of the lower member 2 vertically, and above the pedestal 20, the lower front flange 21 and the lower rear flange 22. Are connected.
  • the reinforcing plate 23 rises obliquely upward from the upper end portion of the base portion 22 a, and the upper end portion of the reinforcing plate 23 is connected to the upper end portion of the lower front flange 21.
  • a compressive stress is applied to the reinforcing plate 23.
  • the compression of the reinforcing plate 23 is not performed until the buckling deformed portion 22b starts buckling deformation.
  • the thickness and inclination of the reinforcing plate 23 are set so that the stress reaches the yield strength.
  • the thickness of the reinforcing plate 23 is smaller than the thickness of the buckling deformed portion 22b, and the inclination angle of the reinforcing plate 23 with respect to the horizontal plane is 45 degrees.
  • the wall portion 24 is a portion that is overlapped with the rear side of the front engaging portion 13 and rises from the upper end portion of the reinforcing plate 23.
  • the wall 24 is vertical, and the angle formed by the reinforcing plate 23 and the wall 24 is 135 degrees.
  • the wall 24 is offset rearward with respect to the vertical plane Y2 passing through the upper end of the front surface of the lower front flange 21.
  • the wall portion 24 is formed with a bolt insertion hole 24a penetrating in the front-rear direction.
  • the bolt insertion hole 24a communicates with the bolt insertion hole 11a of the upper member 1 (see FIG. 2A).
  • Bolts 3a (see FIG. 1A) for fixing the transverse beams are inserted through the bolt insertion holes 11a and 24a.
  • the bolt insertion hole 24a may be a simple through-hole or a female screw. However, when the female screw is used, it is necessary to change the fixing method of the lower horizontal beam B.
  • the wall portion 24 is also formed with female screws 24b and 24b.
  • the female screw 24 b is formed on both the left and right sides with the bolt insertion hole 24 a interposed therebetween, and penetrates the wall portion 24.
  • a countersunk screw 3c passing through the screw insertion hole 11b is screwed into the female screw 24b.
  • the retaining portion 25 of the present embodiment is located on the extension line of the boundary plate 26 and protrudes forward from the upper end portion of the wall portion 24.
  • the bottom surface of the retaining portion 25 is inclined so that the front side is lowered so that the top surface 13a of the front side engaging portion 13 can be brought into surface contact.
  • the boundary plate 26 is disposed above the reinforcing plate 23 and connects the buckling deformed portion 22 b and the wall portion 24.
  • the boundary plate 26 of the present embodiment rises obliquely upward from the upper end portion of the wall portion 24 and is connected to the upper end portion of the buckling deformed portion 22b.
  • the blocking portion 27 is a portion that blocks the forward displacement of the upper member 1 (see FIG. 2A), and abuts against the front surface of the rear engagement portion 14 (see FIG. 2A).
  • the blocking portion 27 of the present embodiment protrudes from the upper surface of the boundary plate 26 and faces the upper end portion (extending portion 22c) of the lower rear flange 22 with a space therebetween. Note that the upper end surface of the blocking portion 27 is abutted against the step surface 14b (see FIG. 2A) of the rear engagement portion 14.
  • an extruded shape member (an extruded shape member having two upper and lower hollow parts) having the same cross-sectional shape as the end face shape of the upper member 1 is cut along a surface intersecting the extrusion direction.
  • Bolt insertion holes 11a, 17a, screw insertion holes 11b, etc. may be formed.
  • an extruded profile that is the element of the upper member 1 an extruded profile (extruded profile having three hollow portions) in which the front engagement portion 13 and the rear engagement portion 14 are connected by a plate portion is used. Then, the plate portion may be cut out after extrusion. If the front engaging portion 13 and the rear engaging portion 14 are connected to form a hollow portion, the accuracy of extrusion can be increased, and thus the upper member 1 with less dimensional error can be manufactured. Become.
  • an extruded shape member (an extruded shape member having two upper and lower hollow portions) having the same cross-sectional shape as the end face shape of the lower member 2 is cut along a surface perpendicular to the extrusion direction.
  • An anchor insertion hole 20a, female screws 22e and 24b, a bolt insertion hole 24a, and the like may be formed.
  • the cutting length of this embodiment is the same for both the upper member 1 and the lower member 2.
  • the width dimension (length in the left-right direction) of the upper member 1 and the lower member 2 is constant from the upper end to the lower end (see FIG. 1B), but the width dimension is downward. If it is cut obliquely so as to be larger, it is possible to form a guard fence post having a wider lower part.
  • the upper member 1 and the lower member 2 may be assembled in advance at a factory or the like, or may be assembled at the place where the protective fence support A1 is installed. Although not shown, the upper member 1 and the lower member 2 may be joined by welding, friction stir welding, adhesion, or the like.
  • the anchor fence C1 and C2 protruding from the ground cover C are passed through the anchor insertion hole 20a while the protective fence post is fixed.
  • A1 may be installed on the ground cover C, and nuts may be screwed onto the anchor bolts C1 and C2 protruding from the pedestal 20.
  • the bolt 3b is inserted into the bolt insertion hole 17a from the lower side of the beam fixing portion 17. And the horizontal beam B may be fixed to the beam fixing portion 17 using the bolt 3b.
  • the beam fixing portion 17 is inserted into the concave groove B1 on the lower surface of the horizontal beam B, and the rear portion of the horizontal beam B is a recess at the upper end portion of the upper member 1 (the beam receiving portion 16 serves as a bottom wall and the upper front flange 11 The upper end of the upper rear flange 12 and the upper end of the upper rear flange 12 are recessed into the side wall).
  • a plate nut B3 (see FIG. 1A) is mounted in the plate nut groove B2 formed at the bottom of the concave groove B1, and a bolt 3b (see FIG. 1A) is screwed to the plate nut B3. Is done.
  • the lower end of the upper front flange 11 is passed through the bolt insertion holes 11a and 24a (see FIG. 2) while the bolt 3a held by the rear portion of the horizontal beam B is passed through.
  • the lower cross beam B may be brought into contact with the front surface of the portion (the overlapping portion of the front engaging portion 13 and the wall portion 24), and a nut may be screwed into the bolt 3a protruding to the rear side of the wall portion 24.
  • the front side engaging part 13 and the wall part 24 are joined also by the volt
  • the protective fence post A1 when a rearward collision load acts on the upper end of the protective fence post A1, the protective fence post A1 is deformed or tilted.
  • the buckling deformed portion 22b When the compressive stress of the reinforcing plate 23 reaches the yield strength, the buckling deformed portion 22b is bent so as to bulge out toward the lower front flange 21 as shown in FIG. Buckling deformation starts and overlaps with the reinforcing plate 23. Since the portion where the buckling deformed portion 22b and the reinforcing plate 23 overlap each other is in a state like a stacked beam, an appropriate deformation resistance is maintained even after the buckling deforming portion 22b is buckled.
  • the base portion 22a is tilted forward due to the bending deformation generated at the lower end portion thereof, and the reinforcing plate 23 is bent at the end portion on the base portion 22a side.
  • the upper member 1 is not greatly deformed, such as buckling, and tilts backward while maintaining the original shape.
  • a tensile force acts on the front part (upper front flange 11 and lower front flange 21) of the protective fence post A1
  • the boundary between the upper front flange 11 and the lower front flange 21 since the upper surface of the front side engaging part 13 of the upper member 1 contacts the retaining part 25 of the lower member 2, the upper member 1 does not separate from the lower member 2.
  • FIG. 5A shows a relationship between a load (supporting force) and a displacement amount when a horizontal load simulating an impact load is statically applied to the upper end portion of the protective fence post A1.
  • This static load test was described in “Method of designing beam guard fences for bridges” (p. 98-100) of “Protection fence installation standards / comment January 2008” (Japan Road Association). Complies with test method.
  • the aluminum alloy of the protective fence support A1 used for the test is JIS A6061S-T6.
  • the thickness and height of each part of the upper member 1 are as shown in FIG. 5B, and the thickness and height of each part of the lower member 2 are as shown in FIG. 5C. is there.
  • the width of the upper member 1 and the lower member 2 is 150 mm.
  • the protective fence support A1 Since the load at the time when the displacement of the upper end of the protective fence support A1 reaches 30 cm is about 19 kN, the protective fence support A1 sufficiently withstands the impact load at the time of vehicle contact / collision, and the predetermined collision It turns out that it has the characteristic which can absorb energy. It should be noted that the tilting form and supporting force of the protective fence support A1 at the time of the vehicle collision correlate with the result of the static load test, and can be estimated without depending on the collision test.
  • the buckling deformation portion 22b when a collision load is applied from the roadway side, the buckling deformation portion 22b is likely to buckle, while the base portion 22a is unlikely to buckle or break. As a result, the reproducibility of the tilted form is enhanced, and as a result, the amount of collision energy absorbed is less likely to vary.
  • the buckling deformation mode can be easily controlled by adjusting the thickness and length of the buckling deformation portion 22b and the reinforcing plate 23.
  • the buckling deformation portion 22b starts buckling deformation, so that the buckling load (maximum support force Pmax ) of the buckling deformation portion 22b increases.
  • the amount of collision energy absorbed can be increased.
  • the base portion 22a is larger than the thickness of the buckling deformed portion 22b, the base portion 22a is not easily broken, and therefore the collision occurs even when the compressive stress of the reinforcing plate 23 exceeds the yield strength. Energy absorption continues and the reproducibility of the tilted form can be improved. It should be noted that the buckling deformation (cross-sectional crushing) mode and the collision energy absorption amount of the upper member 1 and the lower member 2 can be easily simulated by numerical analysis.
  • the upper surface of the front engaging portion 13 of the upper member 1 abuts against the retaining portion 25 of the lower member 2, so that the upper member 1 and the lower member 2 are firmly joined. become. That is, according to the protective fence support A1, the upper member 1 is not detached from the lower member 2 even when it is tilted rearward, and the collision energy at the time of the vehicle collision can be reliably absorbed.
  • the front side engaging portion 13 and the wall portion 24 are joined by the bolt 3a and the countersunk screw 3c, so that the front side engaging portion 13 and the retaining portion 25 are engaged with each other.
  • the upper member 1 and the lower member 2 are more firmly joined, and further, the lateral displacement of the upper member 1 and the lower member 2 can be prevented.
  • the bolt 3a for beam fixation is also used for joining the front side engaging portion 13 and the wall portion 24 and the flat head screw 3c is omitted, the number of male screw members can be reduced, and thus the cost can be reduced. Reduction can be achieved.
  • the front surface of the rear engagement portion 14 is pressed against the blocking portion 27 by the set screw 3d, so that rattling can be prevented.
  • the blocking portion 27 prevents the upper rear flange 12 from moving forward, so that the upper rear flange 12 and the lower rear flange 22 The abutted state is maintained, so that the compressive force acting on the upper member 1 is reliably transmitted to the lower member 2.
  • the end face shape (small edge shape) of the upper member 1 and the lower member 2 becomes an accent of the appearance design, so that the appearance design becomes difficult to be monotonous.
  • the guard fence post A1 is visually recognized from the passenger compartment of the automobile traveling on the roadway, the other side of the guard fence post A1 can be seen through the hollow portions of the upper member 1 and the lower member 2, so that it is wide. Since the field of view can be secured and the feeling of pressure can be reduced, safety can be improved and driving can be enjoyed.
  • the lid material may be a structural material or a simple decorative member (non-structural material).
  • the height dimension, the size of the buckling load, and the like can be easily changed simply by changing the type of extruded profile to be combined. For example, when it is desired to increase the buckling load, an extruded profile having a large thickness may be used.
  • the rigidity and strength (buckling load and load resistance) of the protective fence column A1 can also be changed by changing the cutting length of the extruded shape member to increase or decrease the width dimension of the column member.
  • the protective fence support A1 since the pedestal 20 is formed integrally with the lower member 2, there is no need to prepare a pedestal member separately. That is, according to the protective fence support A1, the work of joining the lower member 2 and the pedestal member becomes unnecessary, so that it is possible to reduce labor and cost required for manufacturing the protective fence support A1.
  • the protective fence support A1 is manufactured by stacking them.
  • the protective fence support A1 may be manufactured by cutting an assembly obtained by joining the extruded profile and the extruded profile that is the element of the lower member 2.
  • the assembly is cut along a surface orthogonal to the pushing direction, and the protective fence support A1 installed on the inclined installation surface. Is manufactured, the assembly is cut along a plane inclined at an angle equal to the inclination angle of the installation surface with respect to the plane orthogonal to the extrusion direction.
  • the upper front flange 11, the upper rear flange 12, the lower front flange 21, and the lower rear flange 22 are illustrated as curved plates. However, FIG. In this way, it may be formed into a folded plate shape (a shape in which flat plates are connected). Note that each of the folding point m1 of the upper front flange 11 and the folding point m2 of the upper rear flange 12 is located at the intersection with the upper partition plate 15, and two upper and lower portions of the lower front flange 21. Among the folding points m3 and m4, the lower folding point m3 is located on the way from the base 20 to the reinforcing plate 23, and the upper folding point m4 is located at the intersection with the reinforcing plate 23. Further, the folding point m5 of the lower rear flange 22 is located at the intermediate portion in the height direction of the buckling deformed portion 22b.
  • the upper end 21a of the lower front flange 21 and the wall 24 are opposed to each other and extended below the upper front flange 11.
  • the front engagement portion 13 is inserted between the upper end portion 21 a and the wall portion 24. If it does in this way, it will be in the state where the front side engaging part 13 was clamped by the upper end part 21a and the wall part 24, and when the upper member 1 inclines back, the front surface of the front side engaging part 13 will be a lower front part.
  • the lower horizontal beam is attached to the front surface of the upper end 21 a of the lower front flange 21.
  • the form of the front side engaging part 13 and the retaining part 25 is not limited to the above-described form.
  • the front engagement portion 13 and the retaining portion 25 are hook-shaped, and the upper front flange 11 and the front side The leading end portion of the retaining portion 25 is inserted into the concave groove formed by the engaging portion 13, and the leading end portion of the front engaging portion 13 is inserted into the concave groove formed by the wall portion 24 and the blocking portion 25.
  • the upper surface of the front side engaging part 13 contacts the retaining part 25 since the upper surface of the front side engaging part 13 contacts the retaining part 25, the upper member 1 and the lower member 2 are firmly joined.
  • the upper side front flange 11, the securing part 25, the front side engaging part 13, and the wall part 24 are joined by the countersunk
  • the countersunk screw 3 c passes through the upper front flange 11, the retaining portion 25, and the front engagement portion 13, and is screwed into a female screw formed on the wall portion 24.
  • the set screw 3e is screwed into the lower end portion of the upper front flange 11, and the leading end portion of the set screw 3e is bitten into the retaining portion 25. This prevents the lateral displacement of the upper member 1 (movement in the direction perpendicular to the paper surface).
  • the front member 1 is positioned between the front engagement portion 13 and the retaining portion 25.
  • the upper member 1 is prevented from rattling.
  • the upper member 1 is prevented from being laterally shifted (moved in the direction perpendicular to the paper surface) by the screw 3f.
  • the form of the rear side engaging part 14 and the blocking part 27 is not limited to the above-described form.
  • the rear engagement portion 14 has a hook shape (a hook shape). It is in contact with the front. That is, also in the form of FIG. 7C and FIG. 8A, when the upper member 1 tilts backward, the blocking portion 27 prevents the upper rear flange 12 from moving forward. Therefore, the state in which the upper rear flange 12 and the lower rear flange 22 are abutted with each other is maintained, and the compressive force applied to the upper member 1 is reliably transmitted to the lower member 2.
  • a retaining portion 28 for preventing the upper member 1 from coming out upward is also formed on the rear side of the lower member 2. .
  • the retaining portion 28 is a portion located on the upper side of the rear side engaging portion 14, and protrudes rearward from the upper end portion of the blocking portion 27. When the upper member 1 tilts rearward, the rear side engaging portion is located. It contacts the upper surface of the part 14.
  • the shape of the retaining portion 28 may be set as appropriate, but the retaining portion 28 in FIG. 7C and FIG. 8A has a hook shape (saddle shape) corresponding to the shape of the rear engagement portion 14. Presents.
  • the configuration in which the rear engagement portion 14 is pressed against the blocking portion 27 with the set screw 3d is illustrated (see FIG. 3B), but FIG. 7B and FIG. ) And (c), the rear engagement portion 14 and the lower rear flange 22 may be joined by a screw 3f.
  • the set screw 3g is screwed into the lower end portion of the upper rear flange 12, and the leading end portion of the set screw 3g is bitten into the retaining portion 28. (Movement in the direction) is prevented.
  • the protective fence support A1 is formed of two support members (upper member 1 and lower member 2) is exemplified, but the number of support members is not limited. Although illustration is omitted, it may be composed of a single strut constituent material, or may be constituted by stacking three or more strut constituent materials.
  • the guard fence support is configured with a single support member, although not shown in the drawings, as a support member, a pedestal (similar to the pedestal 20) and a front flange rising from the pedestal ( (Similar to the lower front flange 21), a rear flange (similar to the lower rear flange 22) disposed behind the front flange, and a reinforcing plate that connects the front flange and the rear flange ( The same as the reinforcing plate 23), and when a horizontal load simulating a collision load is statically applied to the upper end portion of the column constituting material, the buckling deformation portion of the rear flange buckles Is used.
  • A1 Guard post 1 Upper member (upper strut component) 11 Upper front flange 12 Upper rear flange 13 Front engagement portion 14 Rear engagement portion 2
  • Lower member (lower strut component) 20 pedestal 21 lower front flange 22 lower rear flange 22a base 22b buckling deformed portion 23 reinforcing plate 24 wall portion 25 retaining portion 27 blocking portion

Landscapes

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

Abstract

La présente invention vise à procurer une colonne de support pour une barrière de protection, la colonne de support étant formée en empilant au moins deux éléments constitutifs de colonne de support, les éléments constitutifs de colonne de support pouvant être fermement réunis entre eux. A cet effet, l'invention porte sur une colonne de support, qui est caractérisée en ce que les éléments constitutifs de colonne de support (1, 2) sont agencés de telle sorte que la direction d'extrusion d'un élément extrudé, qui est une ébauche pour les éléments constitutifs, est alignée avec une chaussée ; en ce que l'élément constitutif de colonne de support supérieur (1) comporte une bride avant supérieure (11) disposée sur le côté chaussée, une bride arrière supérieure (12) disposée à l'arrière de la bride avant supérieure (11), une section de prise avant (13) pour venir en prise avec une section supérieure avant de l'élément constitutif de colonne de support inférieur (2) ; et en ce que l'élément constitutif de colonne de support inférieur (2) comporte une bride avant inférieure (21) disposée en dessous de la bride avant supérieure (11), une bride arrière inférieure (22) disposée en dessous de la bride arrière supérieure (12), et une section anti-délogement (25) en contact avec la surface supérieure de la section de prise avant (13).
PCT/JP2012/050749 2011-01-21 2012-01-16 Colonne de support pour barrière de protection WO2012099072A1 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
JP2011011137A JP5647018B2 (ja) 2011-01-21 2011-01-21 防護柵用支柱
JP2011-011138 2011-01-21
JP2011011138A JP5647019B2 (ja) 2011-01-21 2011-01-21 防護柵用支柱
JP2011-011137 2011-01-21

Publications (1)

Publication Number Publication Date
WO2012099072A1 true WO2012099072A1 (fr) 2012-07-26

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PCT/JP2012/050749 WO2012099072A1 (fr) 2011-01-21 2012-01-16 Colonne de support pour barrière de protection

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WO (1) WO2012099072A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102943570A (zh) * 2012-12-03 2013-02-27 东南大学 一种用于防止古建筑连续倒塌的柱间加固结构
ES2671643A1 (es) * 2018-04-25 2018-06-07 Jesus RAMIREZ CARPEÑO Soporte para protecciones quitamiedos de carreteras

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0841837A (ja) * 1994-07-28 1996-02-13 Nippon Steel Metal Prod Co Ltd 防護柵支柱およびその製造方法
JP2007315055A (ja) * 2006-05-26 2007-12-06 Sumikei-Nikkei Engineering Co Ltd 防護柵用支柱
JP2010156167A (ja) * 2008-12-29 2010-07-15 Sumikei-Nikkei Engineering Co Ltd 道路用柵

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0841837A (ja) * 1994-07-28 1996-02-13 Nippon Steel Metal Prod Co Ltd 防護柵支柱およびその製造方法
JP2007315055A (ja) * 2006-05-26 2007-12-06 Sumikei-Nikkei Engineering Co Ltd 防護柵用支柱
JP2010156167A (ja) * 2008-12-29 2010-07-15 Sumikei-Nikkei Engineering Co Ltd 道路用柵

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102943570A (zh) * 2012-12-03 2013-02-27 东南大学 一种用于防止古建筑连续倒塌的柱间加固结构
ES2671643A1 (es) * 2018-04-25 2018-06-07 Jesus RAMIREZ CARPEÑO Soporte para protecciones quitamiedos de carreteras
WO2019207181A1 (fr) * 2018-04-25 2019-10-31 Ramirez Carpeno Jesus Alfredo Support pour glissières de sécurité routière

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