WO2024053068A1 - Simple staircase - Google Patents

Simple staircase Download PDF

Info

Publication number
WO2024053068A1
WO2024053068A1 PCT/JP2022/033785 JP2022033785W WO2024053068A1 WO 2024053068 A1 WO2024053068 A1 WO 2024053068A1 JP 2022033785 W JP2022033785 W JP 2022033785W WO 2024053068 A1 WO2024053068 A1 WO 2024053068A1
Authority
WO
WIPO (PCT)
Prior art keywords
protrusions
girder
staircase
simple staircase
members
Prior art date
Application number
PCT/JP2022/033785
Other languages
French (fr)
Japanese (ja)
Inventor
裕子 逸見
Original Assignee
株式会社ヘンミ企画
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 株式会社ヘンミ企画 filed Critical 株式会社ヘンミ企画
Priority to PCT/JP2022/033785 priority Critical patent/WO2024053068A1/en
Publication of WO2024053068A1 publication Critical patent/WO2024053068A1/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines

Definitions

  • the present invention relates to stairs that can be easily installed on slopes such as mountain slopes and slopes.
  • the mountain path stairs described in Patent Documents 1 and 2 respectively, include two flexible long girder supports, a plurality of girder members fixed at regular intervals in the longitudinal direction between them, and the girder members are attached to the ground. Equipped with multiple fixing stakes, it can be easily installed on a slope.
  • An object of the present invention is to improve the ability to suppress slippage between shoes and girder members in simple stairs.
  • Another purpose is to make it possible to apply simple stairs to steeper slopes.
  • the simple staircase includes a plurality of girder members each forming a plurality of steps, one or more vertical connecting members that vertically connect the plurality of girder members at intervals, and a plurality of girder members connected to each other on a slope. and a plurality of fixed stakes fixed to the surface.
  • At least one girder member has one or more first protrusions erected at one or more locations on the front portion of its upper surface, and one or more second protrusions erected at one or more locations on the rear portion of its upper surface. and has.
  • the one or more second protrusions are taller than the one or more first protrusions.
  • the one or more second protrusions are larger in lateral dimension than the one or more first protrusions.
  • the one or more second protrusions are larger in longitudinal dimension than the one or more first protrusions.
  • the one or more first protrusions or the one or more second protrusions are horizontally elongated and curved in a wave-like manner when viewed from above.
  • the at least one girder member includes a tube portion for receiving the arch or heel portion of the sole of a person climbing the stairs and a front half of the sole of the person climbing the stairs. It has a flange portion that protrudes forward from the front end of the cylindrical portion for receiving the cylindrical portion.
  • One or more first protrusions are erected on the upper surface of the collar portion, and one or more second protrusions are erected on the upper surface of the cylindrical portion.
  • one or more second protrusions are provided in the vicinity of the rear end of the upper surface of the cylindrical portion.
  • the upper surface of the cylindrical portion is curved in an arc shape when viewed from the side, and bulges upward from the upper surface of the collar portion.
  • a simple staircase in which the first half of the upper surface of the cylindrical portion from the highest point to the boundary with the flange is inclined rearward and upward with respect to the upper surface of the flange.
  • one or more longitudinal link members are attached to each girder member by means of fixed pegs without the use of separate attachments.
  • the spar members have lateral coupling mechanisms for laterally connecting with other spar members.
  • FIG. 1 is a perspective view showing a simple staircase according to an embodiment installed on a sloped ground.
  • the perspective view of the girder member of the same simple staircase seen diagonally from the upper right front.
  • the right side view of the same girder member (an example of the positional relationship with shoes when a user goes up the stairs is also shown).
  • the right side view of the girder member (an example of the positional relationship with shoes when the user goes down the stairs is also shown).
  • the back view of the same girder member The bottom view of the same girder member.
  • the left side view which shows the example of the structure which attaches a vertical connection member to a girder member using a fixed pile.
  • a simple staircase 1 is installed on a sloped ground 2 such as a mountain trail, a steel tower patrol path, or a slope.
  • a sloped ground 2 such as a mountain trail, a steel tower patrol path, or a slope.
  • front refers to the front, rear, right, left, top, and bottom directions or sides seen from the person climbing the simple staircase 1.
  • “rear”, “right”, “left”, “top” and “bottom” directions or sides are directions or sides.
  • the left-right direction is sometimes called the “horizontal” direction
  • the front-back direction is sometimes called the "vertical” direction
  • the up-and-down direction is sometimes called the "vertical” direction.
  • the simple staircase 1 includes a plurality of girder members 3 each forming a plurality of steps of the staircase, and one or more (for example, a pair of left and right) vertical connecting members 5 that vertically interconnect the girder members 3 of different steps.
  • Each girder member 3 has one or more (for example, a pair of left and right) fixing stakes 7 for fixing it to the ground 2.
  • the girder member 3 is a horizontally long columnar object, and is installed on the ground 2 with its longitudinal direction substantially aligned with the lateral direction.
  • the girder member 3 has sufficient strength and rigidity required for outdoor stairs, and has weather resistance that can withstand wind and rain. It is desirable that the girder member 3 be as light as possible and at low cost so that it can be easily carried by a person. Taking these conditions into consideration, the girder member 3 is made of, for example, FRP (fiber reinforced plastic), and is manufactured as an integral part, for example, by molding, but its material and manufacturing method are not limited thereto.
  • Each girder member 3 is fixed to the ground 2 using, for example, a pair of left and right fixing stakes 7. That is, there are first through holes 19 (see FIG. 4) at two locations near the left end and near the right end of the rear part of the girder member 3, and the two fixed stakes 7 are inserted into these two first through holes 19. It is inserted.
  • These fixed stakes 7 are driven into the ground with a hand hammer or the like to the maximum depth.
  • the head 7A of the fixed stake 7 is larger than the inner diameter of the first through hole 19, and this head 7A presses the girder member 3 against the ground 2, thereby fixing the girder member 3 to the ground 2.
  • the surface of the portion of the fixed pile 7 that goes underground has many convex portions or concave portions (not shown), and these convex portions or concave portions make it difficult for the fixed pile 7 to come out of the ground. It is desirable that the fixed pile 7 has sufficient strength and rigidity to be able to penetrate or break underground tree roots and rocks, and is also desirably resistant to corrosion and deterioration. In consideration of such conditions, the fixed pile 7 is made of, for example, rust-proofed or rust-proof steel, but the material is not limited thereto.
  • Each vertical connection member 5 is, for example, an elongated rod or rope, has a length of about 5 meters to about 10 meters, is arranged vertically on the sloped ground 2, and has a plurality of girder members. It is fixed at 3. That is, there are second through holes 23 (see FIG. 4) at two locations near the left end and near the right end of the front portion of each girder member 3, respectively.
  • a component for fixing each vertical connection member 5 is attached to each of the two second through holes 23, and each vertical connection member 5 is fixed to the component.
  • a known method can be used, for example, a method as shown in FIG. 8 of the above-mentioned Patent Document 2.
  • the J-shaped hook bolt is inserted into the second through hole 23 in such a way that its threaded portion comes out upwardly from the second through hole 23 and its hook portion comes out downwardly from the second through hole 23.
  • a rod-shaped or rope-shaped vertical connecting member 5 is inserted between the hook portion of the hook bolt and the lower surface of the girder member 3. Then, by tightening the nut screwed into the threaded portion of the hook bolt, the vertical connecting member 5 is firmly fixed between the hook portion and the lower surface of the beam member 3.
  • each vertical connection member 5 is not limited to the shape of an elongated rod or rope.
  • the vertical connection member 5 may be a net-like or porous sheet-like component as shown in FIGS. 1 to 3 of Patent Document 2.
  • the vertical connection member 5 may be fixed to the girder member 3 using a fastener using a threaded bolt inserted into the second through hole 23, similar to the fixing method described in Patent Document 2.
  • FIGS. 1 to 3 of Patent Document 2 the vertical connection member 5 may be fixed to the girder member 3 using a fastener using a threaded bolt inserted into the second through hole 23, similar to the fixing method described in Patent Document 2.
  • the vertical connection member 5 maintains a constant positional relationship (interval) between the plurality of girder members 3. In addition, even if part of the soil on the sloped ground 2 is washed away or collapsed by running water, the vertical connection member 5 connects the plurality of girder members 3 to other girder members 3 and prevents the soil from collapsing with the soil. Prevent it from being washed away or falling.
  • the vertical connecting member 5 has sufficient strength, rigidity, and weather resistance for the above purpose. Further, in a curved ramp, the simple staircase 1 must also be curved, so it is desirable that the vertical connecting member 5 has some degree of flexibility and can be curved. Further, it is desirable that the vertical connecting member 5 be as light as possible and at low cost so that it can be easily carried by a person. In consideration of such conditions, the vertical connection member 5 is made of, for example, FRP (fiber reinforced plastic), but the material is not limited to this.
  • the lateral dimension (length) L1 of the girder member 3 is approximately the minimum width of the stairs that people go up and down, for example, about 40 cm to about 60 cm (for example, 50 cm). .
  • the vertical dimension (depth) D1 of the girder member 3 is approximately the minimum value in order to support the shoes from below and prevent them from slipping when a person climbing the stairs steps on the girder member 3 with their shoes. For example, about 8 cm to about 12 cm (eg, about 10 cm) (that is, about one-third to about one-half of the vertical dimension of a typical adult shoe).
  • the vertical dimension (height) H1 of the girder member 3 is approximately the minimum height of a single staircase, for example, about 7 cm to about 12 cm (for example, about 9 cm).
  • the girder member 3 has a cylindrical portion 11 and a flange portion 13, which are made as an inseparable integral piece by, for example, molding.
  • the cylindrical portion 11 is a hollow, approximately elliptical cylindrical object with closed left and right ends (the short diameter of the approximately elliptical cross section in the vertical direction is, for example, approximately 7 cm to approximately 7 cm). 8 cm, and the long diameter in the vertical direction is, for example, about 10 cm to about 13 cm) is cut along a linear slope from the front upper part to the rear lower part, and about 3 minutes from the front lower side in side view. It has a shape that is obtained by cutting out a portion corresponding to the area of 1 of .
  • first through holes 19 are provided at two locations near both left and right ends of the cylindrical portion 11, respectively.
  • a pocket 21 is formed which is recessed downward from the upper surface 11A of the cylindrical portion 11 and has a flat bottom surface. This pocket 21 accommodates the head of the fixed stake 7 inside thereof, and prevents the head from protruding above the upper surface 11A of the cylindrical portion 11.
  • a surface 35 (FIG. 5) corresponding to the above-mentioned inclined cut surface of the cylindrical portion 11 is a ground surface that comes into contact with the inclined ground surface 2.
  • the cylindrical portion 11 corresponds to a riser, a stair nosing, and a part of a tread (a portion close to the stair nosing) in a typical staircase.
  • the cylindrical portion 11 is usually stepped on by the arch or heel of the sole of the shoe 61 of a person going up or down the simple stairs 1.
  • the flange portion 13 of the girder member 3 protrudes forward over almost the entire length of the cylindrical portion 11 from the front end near the top of the cylindrical portion 1 by a certain distance, for example, about 3 cm to 5 cm (for example, 3.5 cm), and when viewed from above ( In Fig. 4), it is approximately rectangular.
  • the flange portion 13 corresponds to a part of a tread in a typical staircase (that is, a flat part spaced forward from the nosing by, for example, about 6 cm to about 12 cm, or about 7 cm to about 10 cm).
  • second through holes 23 are provided at two locations near both left and right ends of the collar portion 13, respectively.
  • a pocket 25 is formed that is recessed downward from the upper surface 13A of the collar portion 13 and has a flat bottom surface.
  • the bottom surface of this pocket 25 provides a seating surface for a device for fixing the longitudinal connecting member, for example the tightening nut of the above-mentioned hook bolt or the head of the above-mentioned threaded bolt.
  • the collar 13 is located directly below the ball of the foot (the base of the five toes) 65 of the foot 63 of the person climbing the simple stairs 1, from the ball of the big toe to the ball of the little toe.
  • the sole of the shoe (the part that receives a large load and kicking force when climbing), in other words, the front half of the sole (the part in front of the arch) is stepped on.
  • the upper surface 13A of the collar portion 13 is a flat surface.
  • the angle of inclination of the sloped ground 2 on which the girder member 3 is installed with respect to the horizontal direction 41 is a predetermined angle ⁇ (for example, about 30 degrees to about 45 degrees, for example about 35 degrees)
  • the upper surface 13A of the flange is horizontal.
  • the ground plane 37 of the collar portion 13 is located on an extension of the ground plane 35 of the cylindrical portion 11 .
  • the upper surface 11A of the cylindrical portion 11 is curved in an arc shape in a side view, and extends upward from the upper surface 13A of the flange portion 13 by a predetermined height H2 (for example, about 10 mm to about 30 mm, for example It bulges out by about 15 mm). Therefore, the portion of the cylindrical upper surface 11A located near the boundary with the collar upper surface 13A has a predetermined angle ⁇ (for example, about 10 degrees to about 30 degrees, e.g. It is tilted at an angle of approximately 20 degrees.
  • the first half portion 11B (the portion close to the flange upper surface 13A) of the cylindrical upper surface 11A is inclined upward and rearward from the horizontal.
  • the above-described upward bulge of the upper surface 11A of the cylindrical portion and the upward and rearward inclination of the first half 11B are caused by the fact that when the shoes of a person descending the simple stairs 1 step on the girder member 3, they are backward (forward for that person). Prevents slipping. Further, the above-mentioned bulge and inclination of the upper surface 11A of the cylindrical portion are formed on a slope that is slightly steeper (an angle smaller than the predetermined angle ⁇ , for example, about 10 degrees) than the inclination angle ⁇ shown in FIG. It is possible to install the girder member 3 also on the surface 2. That is, when the girder member 3 is installed on such a steeply sloping ground 2, the upper surface 13A of the collar portion tilts upward and forward, but the front half portion 11B of the upper surface 11A of the cylindrical portion provides a horizontal footing.
  • a plurality of small protrusions 17 are provided on the upper surface 13A of the flange 13 at a plurality of locations over substantially the entire length of the flange 13 (excluding the pockets 25, 25 at both ends). They are placed vertically and horizontally at intervals. As can be seen from FIGS. 2 to 4, the small protrusions 17 are arranged in multiple rows (for example, 10 columns) in the horizontal direction and in multiple rows (for example, 2 rows) in the vertical direction. Each small protrusion 17 has a horizontally elongated shape in plan view, and its horizontal dimension is longer than its vertical dimension.
  • the thickness of the small protrusion 17 in plan view is, for example, about 3 mm to about 7 mm (for example, about 4 mm), the vertical dimension including the curve is about 7 mm to about 12 mm (for example, about 10 mm), and the horizontal dimension is, for example, about 20 mm to about It is approximately 40 mm (for example, approximately 30 mm).
  • the height of each small protrusion 17 is about 3 mm to about 7 mm (for example, about 4.5 mm).
  • each of the small protrusions 17 is curved in a wave shape in a plan view, and has a portion extending in the lateral direction and a portion extending in a diagonal direction with respect to the lateral direction.
  • the plurality of small protrusions 17 on the upper surface 13A of the collar are useful for preventing slippage between the person's shoes and the girder member 3, especially when the person climbs the simple stairs 1.
  • a person climbing the stairs 1 often steps on the collar 13 with the front half of the sole, applying a kicking force to the front half of the sole to move forward.
  • the front half of the sole of many shoes has irregularities to prevent slippage.
  • the shape of the plurality of small protrusions 17 on the upper surface 13A of the collar part which is elongated in the horizontal direction and curved in a wavy manner, their relatively small vertical dimension, and the arrangement of multiple rows and columns, makes it possible for the small protrusions 17 to form the sole of the shoe. This makes it possible to engage with the unevenness of the front half, making it difficult for the shoe 61 to slip in the vertical direction and in the lateral direction.
  • the small protrusions 17 on the upper surface 13A of the collar mainly suppress slippage between the shoes 61 of the person climbing the stairs 1 and the girder member 3.
  • the gaps between the small protrusions 17 provide a path for mud, soil, snow, etc. to flow out of the collar upper surface 13A when mud, dirt, snow, etc. are placed on the collar upper surface 13A, and thereby, This prevents mud, soil, snow, etc. from staying on the upper surface 13A of the flange. This action also helps to suppress slippage between the shoe 61 and the beam member 3.
  • a plurality of large protrusions 15 are erected at a plurality of locations across the area (excluding area 21) at intervals in the lateral direction.
  • each large protrusion 15 on the cylindrical upper surface 11A is larger (for example, about 1.3 3 times to about 3 times larger, especially the height is about 3 times larger).
  • a plurality of (for example, six) large protrusions 15 are arranged in a row in the horizontal direction.
  • Each large protrusion 15 has a horizontally elongated shape in plan view, and its horizontal dimension is larger than its vertical dimension.
  • the thickness of the large protrusion 15 in plan view is, for example, about 3 mm to about 7 mm (for example, about 5 mm), the vertical dimension including curvature is, for example, about 10 mm to about 20 mm (for example, about 15 mm), and the horizontal dimension is, for example, about 45 mm to about 70 mm (for example, about 55 mm).
  • the height of each protrusion 16 is, for example, about 10 mm to about 20 mm (for example, about 15 mm).
  • each large protrusion 15 is curved in a wavy manner in plan view, and has a portion extending in the lateral direction and a portion extending diagonally with respect to the lateral direction.
  • the plurality of large protrusions 15 on the upper surface 11A of the cylindrical portion serve to prevent slippage between the person's shoes 61 and the girder member 3 when the person ascends and descends the simple staircase 1.
  • a person who climbs the stairs 1 usually steps on the tube part 13 with the arch of the sole of the shoe or a part near it.
  • a person descending the stairs 1 usually steps on the tube part 13 with the heel of the sole of the shoe. Therefore, whether going up or down stairs, the plurality of large protrusions 15 on the upper surface 11A of the cylindrical portion usually come into contact with the arch or heel of the sole.
  • the arch portion of the sole of many shoes has a relatively large concave upward, and the heel portion has irregularities to prevent slippage.
  • the above-mentioned high height of the plurality of large protrusions 15 on the upper surface 11A of the cylindrical portion allows these large protrusions 15 to engage with the concavities and convexities of the greatly concave arch and heel portions of the sole, Thereby, slipping of the shoe 61 in the vertical direction is suppressed. Further, the wavy shape of the large protrusions 15 also suppresses the shoe 61 from slipping in the lateral direction.
  • the heel of the shoe 61 of a person descending the stairs 1 slips on the cylindrical part 11 and flows backward (forward for that person)
  • the heel of the person who is descending the stairs 1 should be raised higher than the upper surface 11A of the cylindrical part.
  • the large protrusion 15 that stands up catches it. Since the large protrusion 15 has a relatively large size as described above, it has great strength, and even if the heel part of the shoe 61 collides with it with a strong force, it can withstand the impact and firmly hold the heel part.
  • the distance S between the large protrusions 15, 15, . . . is preferably about 1 cm to about 5 cm, more preferably about 1 cm to about 3 cm. It is 5cm.
  • a plurality of reinforcing ribs 51 are erected on the inner surface of the girder member 3 in order to reduce the overall weight of the girder member 3 and increase its strength.
  • the two left and right first through holes 19 of the girder member 3 are each formed by a linearly extending cylindrical wall 31 having a length close to the total height H1 of the girder member 3. It is defined. These two cylindrical walls 31 regulate the direction of the fixed pile 7 inserted into the two first through holes 19 to be constant.
  • the two walls at both ends of the girder member 3 in the lateral direction each have a connecting mechanism for connecting the girder member 3 to another girder member 3 without any gaps in the lateral direction.
  • the horizontal connection mechanism includes an engagement protrusion 27 and an engagement recess 33.
  • an engagement protrusion 27 is provided on the left end wall of the girder member 3, and an engagement recess 33 is provided on the right end wall.
  • a bolt through hole 29 is bored in the center of the engagement protrusion 27, passing through the engagement protrusion 27 in the lateral direction.
  • a bolt through hole 34 that passes through the engagement recess 33 in the lateral direction is bored in the center of the engagement recess 33 .
  • the engagement convex portion 27 protrudes rightward from the outer surface of the left end wall of the beam member 3, for example.
  • the shape of the engaging convex portion 27 is a trapezoidal column extending in the vertical direction, and when viewed from above, it is a trapezoid whose size increases as it goes to the right.
  • the engagement recess 33 is recessed leftward from the outer surface of the right end wall of the beam member 3, for example.
  • the shape of the engagement recess 3 corresponds to the shape of the engagement protrusion 27. Therefore, by vertically inserting the engaging protrusion 27 of the girder member 3 into the engaging recess 33 of the other girder member 3, there is substantially no gap between them, and even if they are pulled in the lateral direction. A fit is formed in which the two do not separate.
  • FIG. 12 shows a vertical connection member 71 according to a modification.
  • FIG. 13 shows an example of a method of vertically connecting the girder member 3 to the girder member 3 of another floor using the vertical connection member 71.
  • the vertical connection member 71 has an elongated rod shape or rope shape, and is made of a strong and flexible material such as FRP.
  • the total length of the vertical connection member 71 corresponds to the maximum allowable distance (for example, about several tens of cm to about 1 m) between the two girder members 3, 3 arranged in the vertical direction.
  • the front end of the vertical connection member 71 is provided with a plurality of (for example, three) pile engagement rings 73 at different positions in the vertical direction, and the rear end is also provided with a plurality of (for example, two) pile engagement rings 73 at different positions in the vertical direction. ) pile engaging rings 73 are provided.
  • the vertical connecting member having the length between the adjacent girder members 3 and 3 shown in FIG.
  • the vertical connecting member having the length between the adjacent girder members 3 and 3 shown in FIG.
  • the longer vertical connecting member has a plurality of peg-engaging rings 73, as shown in FIG. 12, at both ends thereof as well as elsewhere in the middle. In this case as well, the spacing between the girder members 3 can be changed by selecting the pile engagement ring 73 with which the fixed stake 7 is engaged.
  • one or more vertical connecting members in the form of a net or perforated sheet are used to connect the net or perforated sheet.
  • the vertical connection members may be attached to each girder member 3 using only the fixing stakes 7 without using separate attachments.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Steps, Ramps, And Handrails (AREA)

Abstract

The present invention discloses an improvement for suppressing the slipping of shoes in a simple staircase installed on an inclination such as a slope or a mountain path. A beam member 3 of each step in this simple staircase 1 has a tubular section 11 that is stepped on with the arch portion or heel portion of a shoe 61 of a person climbing or descending the staircase 1, and a flange section 13 that is stepped on with the front half of the shoe 61 of a person climbing the staircase 1. An upper surface 11A of the tubular section 11 is curved in an arc shape and bulges further upward than an upper surface 13A of the flange section 13. A plurality of large protrusions 15 having a relatively large size are installed upright in a plurality of locations in the vicinity of an open edge of the upper surface 11A of the tubular section 11. A plurality of small protrusions 17 having a relatively small size are installed upright on the upper surface 13A of the flange section 13.

Description

簡易階段simple stairs
 本発明は、山坂道や法面などの傾斜面に簡易に設置でき階段に関する。 The present invention relates to stairs that can be easily installed on slopes such as mountain slopes and slopes.
 特許文献1及び2にそれぞれ記載の山道階段は、可撓性のある二本の長尺桁支持体と、その間に長手方向に一定間隔で固定された複数の桁部材と、桁部材を地盤に固定する複数の杭を備え、簡易に斜面に設置し得る。 The mountain path stairs described in Patent Documents 1 and 2, respectively, include two flexible long girder supports, a plurality of girder members fixed at regular intervals in the longitudinal direction between them, and the girder members are attached to the ground. Equipped with multiple fixing stakes, it can be easily installed on a slope.
実願昭60-57117号(実開昭61-173544号)マイクロフィルムUtility Application No. 60-57117 (Utility Application No. 61-173544) Microfilm 実公平3-49136号公報Publication number 3-49136
 この種の簡易階段に関して、階段を上り下りする人の靴と桁部材との間のスリップを防止したいちという要望がある。特に、降雪雨等で桁部材の表面又はユーザの靴底が濡れたり雪や泥が付いていたりしてもスリップしにくいことが望まれる。また特に、特に人が階段を下りる時のスリップの防止が望まれる。さらに、従来品より急な斜度の坂で使用できうる能力が望まれる。 Regarding this type of simple stairs, there is a desire to prevent slippage between the shoes of people going up and down the stairs and the girder members. In particular, it is desirable that the surface of the girder member or the sole of the user's shoe become wet due to snowfall or rain, or that it will not slip easily even if it is covered with snow or mud. It is also particularly desirable to prevent slips, particularly when people descend stairs. Furthermore, it is desired that the product be able to be used on steeper slopes than conventional products.
 本発明の目的は、簡易階段において、靴と桁部材との間のスリップを抑制する能力を上げることにある。 An object of the present invention is to improve the ability to suppress slippage between shoes and girder members in simple stairs.
 別の一つ目的は、より急峻な坂に簡易階段を適用可能にすることにある。 Another purpose is to make it possible to apply simple stairs to steeper slopes.
 本発明の他の目的は以降の説明から明らかにされる。 Other objects of the present invention will become clear from the following description.
 一実施形態にかかる簡易階段は、複数の段をそれぞれ形成する複数の桁部材と、複数の桁部材を間隔を空けて縦方向に連結する1以上の縦連結部材と、複数の桁部材を傾斜地面に固定する複数の固定杭とを備える。少なくとも1つの桁部材が、その上面の前部の1以上の個所に立設された1以上の第1突起と、その上面の後部の1以上の個所に立設された1以上の第2突起とを有する。1以上の第2突起が、高さにおいて、1以上の第1突起より高い。 The simple staircase according to one embodiment includes a plurality of girder members each forming a plurality of steps, one or more vertical connecting members that vertically connect the plurality of girder members at intervals, and a plurality of girder members connected to each other on a slope. and a plurality of fixed stakes fixed to the surface. At least one girder member has one or more first protrusions erected at one or more locations on the front portion of its upper surface, and one or more second protrusions erected at one or more locations on the rear portion of its upper surface. and has. The one or more second protrusions are taller than the one or more first protrusions.
 一実施形態によれば、1以上の第2突起が、横寸法において、1以上の第1突起より大きい。 According to one embodiment, the one or more second protrusions are larger in lateral dimension than the one or more first protrusions.
 一実施形態によれば、1以上の第2突起が、縦寸法において、1以上の第1突起より大きい。 According to one embodiment, the one or more second protrusions are larger in longitudinal dimension than the one or more first protrusions.
 一実施形態によれば、1以上の第1突起又は1以上の第2突起が、平面視で横方向に細長く且つ波状に曲がっている。 According to one embodiment, the one or more first protrusions or the one or more second protrusions are horizontally elongated and curved in a wave-like manner when viewed from above.
 一実施形態によれば、少なくとも1つの桁部材が、簡易階段を上り下りする人の靴底の土踏まず部分又は踵部分を受けるための筒部と、簡易階段を上る人の靴底の前半部分を受けるための、筒部の前端部から前方へ突出した鍔部とを有する。鍔部の上面に1以上の第1突起が立設され、筒部の上面に1以上の第2突起が立設される。 According to one embodiment, the at least one girder member includes a tube portion for receiving the arch or heel portion of the sole of a person climbing the stairs and a front half of the sole of the person climbing the stairs. It has a flange portion that protrudes forward from the front end of the cylindrical portion for receiving the cylindrical portion. One or more first protrusions are erected on the upper surface of the collar portion, and one or more second protrusions are erected on the upper surface of the cylindrical portion.
 一実施形態によれば、筒部の上面の後端近傍部分に、1以上の第2突起が立設される。 According to one embodiment, one or more second protrusions are provided in the vicinity of the rear end of the upper surface of the cylindrical portion.
 一実施形態によれば、筒部の上面が側面視で弧状に湾曲し、鍔部の上面より上方へ膨出している。 According to one embodiment, the upper surface of the cylindrical portion is curved in an arc shape when viewed from the side, and bulges upward from the upper surface of the collar portion.
 一実施形態によれば、筒部の上面における最も高い個所から前記鍔部との境界までの前半部分が、前記鍔部の上面に対して後上方向へ傾斜している簡易階段。 According to one embodiment, a simple staircase in which the first half of the upper surface of the cylindrical portion from the highest point to the boundary with the flange is inclined rearward and upward with respect to the upper surface of the flange.
 一実施形態によれば、1以上の縦連結部材が、固定杭によって、別途の取付具を用いることなく、各桁部材に取り付けられる。 According to one embodiment, one or more longitudinal link members are attached to each girder member by means of fixed pegs without the use of separate attachments.
 一実施形態によれば、桁部材が、他の桁部材と横方向に連結するための横連結機構を有する。 According to one embodiment, the spar members have lateral coupling mechanisms for laterally connecting with other spar members.
傾斜地面に設置された一実施形態に係る簡易階段を示す斜視図。FIG. 1 is a perspective view showing a simple staircase according to an embodiment installed on a sloped ground. 同簡易階段の桁部材を斜め右前上方から見た斜視図。The perspective view of the girder member of the same simple staircase seen diagonally from the upper right front. 同桁部材を斜め左前上方から見た斜視図。A perspective view of the same girder member as seen diagonally from the left front and upper side. 同桁部材の平面図。A plan view of the same girder member. 同桁部材の左側面図。The left side view of the same girder member. 同桁部材の右側面図(ユーザが階段を上る時の靴との位置関係の例も示す)。The right side view of the same girder member (an example of the positional relationship with shoes when a user goes up the stairs is also shown). 同桁部材の右側面図(ユーザが階段を下り時の靴との位置関係の例も示す)。The right side view of the girder member (an example of the positional relationship with shoes when the user goes down the stairs is also shown). 同桁部材の正面図。The front view of the same girder member. 同桁部材の背面図。The back view of the same girder member. 同桁部材の底面図。The bottom view of the same girder member. 2つの桁部材を横連結する構造を底から見た写真と説明図。A photograph and an explanatory diagram of a structure that horizontally connects two girder members, viewed from the bottom. 縦連結部材の変形例の平面図。The top view of the modification of a vertical connection member. 固定杭を使って縦連結部材を桁部材に取り付ける構成の例を示す左側面図。The left side view which shows the example of the structure which attaches a vertical connection member to a girder member using a fixed pile.
 以下、本発明の一実施形態を説明する。 Hereinafter, one embodiment of the present invention will be described.
 図1に示すように、一実施形態にかかる簡易階段1は、例えば登山道や鉄塔巡視路や法面のような傾斜した地面2に設置される。以下の説明では、簡易階段1及びその部品の位置関係又は方向を表現する時、簡易階段1を上る人から見て前、後、右、左、上及び下の方向又は側を、「前」、「後」、「右」、「左」、「上」及び「下」の方向又は側という。また、左右の方向を「横」方向、前後の方向を「縦」方向、そして上下の方向を「鉛直」方向ということがある。 As shown in FIG. 1, a simple staircase 1 according to one embodiment is installed on a sloped ground 2 such as a mountain trail, a steel tower patrol path, or a slope. In the following explanation, when expressing the positional relationship or direction of the simple staircase 1 and its parts, "front" refers to the front, rear, right, left, top, and bottom directions or sides seen from the person climbing the simple staircase 1. , "rear", "right", "left", "top" and "bottom" directions or sides. Further, the left-right direction is sometimes called the "horizontal" direction, the front-back direction is sometimes called the "vertical" direction, and the up-and-down direction is sometimes called the "vertical" direction.
簡易階段1は、階段の複数段をそれぞれ形成する複数の桁部材3と、異なる段の桁部材3を縦方向に相互に連結する1つ以上の(例えば左右一対の)縦連結部材5と、各桁部材3を地面2に固定する1つ以上の(例えば左右1対の)固定杭7を有する。 The simple staircase 1 includes a plurality of girder members 3 each forming a plurality of steps of the staircase, and one or more (for example, a pair of left and right) vertical connecting members 5 that vertically interconnect the girder members 3 of different steps. Each girder member 3 has one or more (for example, a pair of left and right) fixing stakes 7 for fixing it to the ground 2.
 桁部材3は、横長の柱形の物体であり、その長手方向が横方向にほぼ一致した姿勢で地面2上に設置される。桁部材3は、屋外階段に要求される十分な強度と剛性を有し、かつ、風雨に耐えられる対候性を有する。桁部材3は、人による持ち運びが容易なように、できるだけ軽量であること、そして、低コストであることが望ましい。こうした条件を考慮して、桁部材3は、例えばFRP(繊維強化プラスティック)製であり、例えば型成形による一体品として製造されるが、その材料と製法はこれに限られるわけではない。 The girder member 3 is a horizontally long columnar object, and is installed on the ground 2 with its longitudinal direction substantially aligned with the lateral direction. The girder member 3 has sufficient strength and rigidity required for outdoor stairs, and has weather resistance that can withstand wind and rain. It is desirable that the girder member 3 be as light as possible and at low cost so that it can be easily carried by a person. Taking these conditions into consideration, the girder member 3 is made of, for example, FRP (fiber reinforced plastic), and is manufactured as an integral part, for example, by molding, but its material and manufacturing method are not limited thereto.
 各桁部材3は例えば左右1対の固定杭7を用いて地面2に固定される。すなわち、桁部材3の後部の左端近傍と右端近傍の2か所にそれぞれ第1貫通孔19(図4参照))があり、この2つの第1貫通孔19に2本の固定杭7がそれそれ挿通される。それらの固定杭7が、地中にハンド・ハンマーなどで最大深さまで撃ち込まれる。固定杭7の頭部7Aは、第1貫通孔19の内径より大きく、この頭部7Aが桁部材3を地面2に押し付け、それにより、桁部材3が地面2に固定される。固定杭7の地中に入る部分の表面は(図示してないが)沢山の凸部又は凹部を有し、それら凸部又は凹部が固定杭7を地中から抜け難くする。固定杭7は、地中の木の根や岩石を貫いたり割ったりできる十分な強度と剛性を持つことが望ましく、また、腐食や劣化もし難いことが望ましい。このような条件を考慮して、固定杭7は例えば防錆加工が施された又は防錆性をもつスティール製であるが、その材料はこれに限られるわけではない。 Each girder member 3 is fixed to the ground 2 using, for example, a pair of left and right fixing stakes 7. That is, there are first through holes 19 (see FIG. 4) at two locations near the left end and near the right end of the rear part of the girder member 3, and the two fixed stakes 7 are inserted into these two first through holes 19. It is inserted. These fixed stakes 7 are driven into the ground with a hand hammer or the like to the maximum depth. The head 7A of the fixed stake 7 is larger than the inner diameter of the first through hole 19, and this head 7A presses the girder member 3 against the ground 2, thereby fixing the girder member 3 to the ground 2. The surface of the portion of the fixed pile 7 that goes underground has many convex portions or concave portions (not shown), and these convex portions or concave portions make it difficult for the fixed pile 7 to come out of the ground. It is desirable that the fixed pile 7 has sufficient strength and rigidity to be able to penetrate or break underground tree roots and rocks, and is also desirably resistant to corrosion and deterioration. In consideration of such conditions, the fixed pile 7 is made of, for example, rust-proofed or rust-proof steel, but the material is not limited thereto.
 1つ以上、例えば左右1対の縦連結部材5が、異なる階の複数本の桁部材3を任意の間隔を置いて縦方向に連結する。各縦連結部材5は、例えば細長いロッド又はロープなどであり、例えば約5メートル~約10メートル程度の長さを有し、傾斜地面2上に縦方向に配置され、そして、複数本の桁部材3に固定される。すなわち、各桁部材3の前部の左端近傍と右端近傍の2か所にそれぞれ第2貫通穴23(図4参照)がある。この2つの第2貫通孔23の各々に、各縦連結部材5を固定するための部品が取り付けられ、その部品に各縦連結部材5が固定される。この固定の方法には公知の方法、例えば、前述した特許文献2の第8図に示すような方法が用い得る。この方法によれば、J字形のフックボルトが、その螺子部分が第2貫通孔23から上方へ出て、そのフック部分が第2貫通孔23から下方へ出るようにして、第2貫通孔23に挿通され、そのフックボルトのフック部分と桁部材3の下面との間に、ロッド状又はロープ状の縦連結部材5が挟みこまれる。そして、フックボルトの螺子部分に螺合されたナットを締めることで、縦連結部材5が上記フック部分と桁部材3の下面との間に強固に固定される。 One or more vertical connecting members 5, for example, a pair of left and right vertical connecting members 5, vertically connect a plurality of girder members 3 on different floors at arbitrary intervals. Each vertical connection member 5 is, for example, an elongated rod or rope, has a length of about 5 meters to about 10 meters, is arranged vertically on the sloped ground 2, and has a plurality of girder members. It is fixed at 3. That is, there are second through holes 23 (see FIG. 4) at two locations near the left end and near the right end of the front portion of each girder member 3, respectively. A component for fixing each vertical connection member 5 is attached to each of the two second through holes 23, and each vertical connection member 5 is fixed to the component. For this fixing method, a known method can be used, for example, a method as shown in FIG. 8 of the above-mentioned Patent Document 2. According to this method, the J-shaped hook bolt is inserted into the second through hole 23 in such a way that its threaded portion comes out upwardly from the second through hole 23 and its hook portion comes out downwardly from the second through hole 23. A rod-shaped or rope-shaped vertical connecting member 5 is inserted between the hook portion of the hook bolt and the lower surface of the girder member 3. Then, by tightening the nut screwed into the threaded portion of the hook bolt, the vertical connecting member 5 is firmly fixed between the hook portion and the lower surface of the beam member 3.
 各縦連結部材5の形態は、細長いロッド状又はロープ状に限られるわけではない。例えば、縦連結部材5は、特許文献2の第1図から第3図に示されるような、ネット状又は多孔シート状の部品であってもよい。その場合、特許文献2に説明された固定方法と同様に、第2貫通孔23に挿通された螺子ボルトを用いた締結具により、縦連結部材5が桁部材3に固定されてもよい。なお、特許文献2の第1図から第3図には、ネット状又は多孔シート状の2本の縦連結部材が複数の桁部材を連結しているが、これに代えて、1本のネット状又は多孔シート状の縦連結部材の横幅を特許文献2に記載のものより広げて、その広い横幅をもつ1本のネット状又は多孔シート状の縦連結部材を用いて、複数の桁部材3を縦方向に連結してもよい。 The shape of each vertical connection member 5 is not limited to the shape of an elongated rod or rope. For example, the vertical connection member 5 may be a net-like or porous sheet-like component as shown in FIGS. 1 to 3 of Patent Document 2. In that case, the vertical connection member 5 may be fixed to the girder member 3 using a fastener using a threaded bolt inserted into the second through hole 23, similar to the fixing method described in Patent Document 2. In addition, in FIGS. 1 to 3 of Patent Document 2, two vertical connecting members in the form of a net or a porous sheet connect a plurality of girder members, but instead of this, one net The horizontal width of the vertical connecting member in the form of a net or a porous sheet is made wider than that described in Patent Document 2, and a plurality of girder members 3 may be connected vertically.
 縦連結部材5は、複数本の桁部材3の相互間の位置関係(間隔)を一定に維持する。また、縦連結部材5は、傾斜地面2の一部の土が流水などで流されたり崩れたりしても、複数本の桁部材3を他の桁部材3に繋ぎ留めて、土と一緒に流されたり落下したりすることを防ぐ。 The vertical connection member 5 maintains a constant positional relationship (interval) between the plurality of girder members 3. In addition, even if part of the soil on the sloped ground 2 is washed away or collapsed by running water, the vertical connection member 5 connects the plurality of girder members 3 to other girder members 3 and prevents the soil from collapsing with the soil. Prevent it from being washed away or falling.
 縦連結部材5は、上記目的のための十分な強度と剛性と耐候性をもつ。また、カーブした傾斜路では、簡易階段1もカーブさせる必要があるため、縦連結部材5はある程度の可撓性があって湾曲できることが望ましい。また、縦連結部材5は、人による持ち運びが容易なように、できるだけ軽量であること、そして、低コストであることが望ましい。このような条件を考慮して、縦連結部材5は、例えばFRP(繊維強化プラスティック)製であるが、その材料はこれに限られるわけではない。 The vertical connecting member 5 has sufficient strength, rigidity, and weather resistance for the above purpose. Further, in a curved ramp, the simple staircase 1 must also be curved, so it is desirable that the vertical connecting member 5 has some degree of flexibility and can be curved. Further, it is desirable that the vertical connecting member 5 be as light as possible and at low cost so that it can be easily carried by a person. In consideration of such conditions, the vertical connection member 5 is made of, for example, FRP (fiber reinforced plastic), but the material is not limited to this.
 以下、図2から図11を参照して、桁部材3についてより詳細に説明する。 Hereinafter, the girder member 3 will be explained in more detail with reference to FIGS. 2 to 11.
 図4に示すように、桁部材3の横方向の寸法(長さ)L1は、人が上り下りする階段の幅としてほぼ最低であろう値、例えば約40cm~約60cm(例えば50cm)である。桁部材3の縦方向の寸法(奥行)D1は、階段を上る人が靴で桁部材3を踏んだときに、その靴を下から支えてスリップしないようにするためほぼ最低であろう値、例えば約8cm~約12cm(例えば約10cm)(つまり、大人の一般的な靴の縦寸法の約3分の1から約2分の1)である。図5に示すように、桁部材3の鉛直方向の寸法(高さ)H1は、階段一段の高さとしてほぼ最低であろう値、例えば約7cm~約12cm(例えば約9cm)である。 As shown in FIG. 4, the lateral dimension (length) L1 of the girder member 3 is approximately the minimum width of the stairs that people go up and down, for example, about 40 cm to about 60 cm (for example, 50 cm). . The vertical dimension (depth) D1 of the girder member 3 is approximately the minimum value in order to support the shoes from below and prevent them from slipping when a person climbing the stairs steps on the girder member 3 with their shoes. For example, about 8 cm to about 12 cm (eg, about 10 cm) (that is, about one-third to about one-half of the vertical dimension of a typical adult shoe). As shown in FIG. 5, the vertical dimension (height) H1 of the girder member 3 is approximately the minimum height of a single staircase, for example, about 7 cm to about 12 cm (for example, about 9 cm).
 桁部材3は、筒部11と鍔部13を有し、それらは例えば型成形により分離不能な一体品として作られている。筒部11は、図1、2、5及び6から分かるように、その左右端部が閉じた中空の略楕円筒形の物体(その略楕円断面の縦方向の短直径が例えば約7cm~約8cmであり、鉛直方向の長直径が例えば約10cm~約13cmである)を、前上から後下へ向かう直線的な傾斜面に沿って切断して、側面視で前下側の約3分の1の面積に相当する部分を切除したような形状をもつ。 The girder member 3 has a cylindrical portion 11 and a flange portion 13, which are made as an inseparable integral piece by, for example, molding. As can be seen from FIGS. 1, 2, 5, and 6, the cylindrical portion 11 is a hollow, approximately elliptical cylindrical object with closed left and right ends (the short diameter of the approximately elliptical cross section in the vertical direction is, for example, approximately 7 cm to approximately 7 cm). 8 cm, and the long diameter in the vertical direction is, for example, about 10 cm to about 13 cm) is cut along a linear slope from the front upper part to the rear lower part, and about 3 minutes from the front lower side in side view. It has a shape that is obtained by cutting out a portion corresponding to the area of 1 of .
 図4に示すように、筒部11の左右の両端近傍の2個所にそれぞれ第1貫通孔19が設けられる。各第1貫通孔19の周囲には、筒部11の上面11Aから下方へ凹んで底面が平らなポケット21が形成される。このポケット21は、その内側に固定杭7の頭部を収容して、その頭部が、筒部11の上面11Aより上方へ飛び出ないようにする。 As shown in FIG. 4, first through holes 19 are provided at two locations near both left and right ends of the cylindrical portion 11, respectively. Around each first through hole 19, a pocket 21 is formed which is recessed downward from the upper surface 11A of the cylindrical portion 11 and has a flat bottom surface. This pocket 21 accommodates the head of the fixed stake 7 inside thereof, and prevents the head from protruding above the upper surface 11A of the cylindrical portion 11.
 筒部11の上記傾斜した切断面に相当する面35(図5)は、傾斜地面2に当接することになる接地面である。筒部11は、一般的な階段における、蹴込板と段鼻と踏板の一部(段鼻に近い部分)に相当する。筒部11の略楕円柱という外形状は、原始的な簡易階段として古くから使われている丸太材を模したものであり、山地の景観に調和しやすい。 A surface 35 (FIG. 5) corresponding to the above-mentioned inclined cut surface of the cylindrical portion 11 is a ground surface that comes into contact with the inclined ground surface 2. The cylindrical portion 11 corresponds to a riser, a stair nosing, and a part of a tread (a portion close to the stair nosing) in a typical staircase. The outer shape of the cylindrical portion 11, which is a substantially elliptical cylinder, imitates the log material that has been used since ancient times as a primitive simple staircase, and is easy to harmonize with the mountain scenery.
 図6と図7に示すように、筒部11は、たいていの場合、簡易階段1を上り下りする人の靴61の底の土踏まず部分や踵部分で踏まれる。 As shown in FIGS. 6 and 7, the cylindrical portion 11 is usually stepped on by the arch or heel of the sole of the shoe 61 of a person going up or down the simple stairs 1.
 桁部材3の鍔部13は、筒部11のほぼ全長にわたって、筒部1の上部付近の前端部から前方へ一定寸法、例えば約3cm~5cm(例えば3.5cm)、だけ突出し、平面視(図4)で略長方形である。鍔部13は、一般的な階段における踏板の一部(すなわち、段鼻から例えば前方約6cm~約12cm、あるいは例えば約7cm~約10cm、前方へ離れた平らな部分)に相当する。 The flange portion 13 of the girder member 3 protrudes forward over almost the entire length of the cylindrical portion 11 from the front end near the top of the cylindrical portion 1 by a certain distance, for example, about 3 cm to 5 cm (for example, 3.5 cm), and when viewed from above ( In Fig. 4), it is approximately rectangular. The flange portion 13 corresponds to a part of a tread in a typical staircase (that is, a flat part spaced forward from the nosing by, for example, about 6 cm to about 12 cm, or about 7 cm to about 10 cm).
 図4に示すように、鍔部13の左右の両端近傍の2個所にそれぞれ第2貫通孔23が設けられる。各第2貫通孔23の周囲には、鍔部13の上面13Aから下方へ凹んで底面が平らなポケット25が形成される。このポケット25の底面は、縦連結部材を固定するための器具、例えば、上述したフックボルトの締めナット又は上述したネジボルトの頭部のための座面を提供する。 As shown in FIG. 4, second through holes 23 are provided at two locations near both left and right ends of the collar portion 13, respectively. Around each second through hole 23, a pocket 25 is formed that is recessed downward from the upper surface 13A of the collar portion 13 and has a flat bottom surface. The bottom surface of this pocket 25 provides a seating surface for a device for fixing the longitudinal connecting member, for example the tightening nut of the above-mentioned hook bolt or the head of the above-mentioned threaded bolt.
 図6に示すように、鍔部13は、たいていの場合、簡易階段1を上る人の足63の母趾球から小趾球までの趾球部(足の五指の付け根部分)65の真下に当たる靴底部分(登坂時に大きな荷重と蹴り力がかかる部分)、要するに、靴底の前半部(土踏まず部分より前方の部分)で踏まれる。 As shown in FIG. 6, in most cases, the collar 13 is located directly below the ball of the foot (the base of the five toes) 65 of the foot 63 of the person climbing the simple stairs 1, from the ball of the big toe to the ball of the little toe. The sole of the shoe (the part that receives a large load and kicking force when climbing), in other words, the front half of the sole (the part in front of the arch) is stepped on.
 図5から分かるように、鍔部13の上面13Aは平面である。桁部材3が設置された傾斜地面2の水平方向41に対する傾斜角が所定角度θ(例えば約30度~約45度、例えば約35度)である場合に、鍔部上面13Aは水平である。鍔部13の前端部の下部には、傾斜地面2に当接することになる接地面37がある。鍔部13の接地面37は、筒部11の接地面35の延長線上に位置する。 As can be seen from FIG. 5, the upper surface 13A of the collar portion 13 is a flat surface. When the angle of inclination of the sloped ground 2 on which the girder member 3 is installed with respect to the horizontal direction 41 is a predetermined angle θ (for example, about 30 degrees to about 45 degrees, for example about 35 degrees), the upper surface 13A of the flange is horizontal. At the lower part of the front end of the flange 13, there is a ground plane 37 that comes into contact with the sloped ground 2. The ground plane 37 of the collar portion 13 is located on an extension of the ground plane 35 of the cylindrical portion 11 .
 図5に示すように、筒部11の上面11Aは、側面視で弧状に湾曲しており、そして、鍔部13の上面13Aより上方へ所定高さH2(例えば、約10mm~約30mm、例えば約15mm)だけ膨出する。それゆえ、筒部上面11Aにおける、鍔部上面13Aとの境界線の近傍に位置する部分は、鍔部上面13Aに対して上後方へ所定角度φ(例えば、約10度から約30度、例えば約20度)だけ傾斜している。鍔部上面13Aが水平である場合、筒部上面11Aの前半部分11B(鍔部上面13Aに近い部分)は、水平より上後方へ傾斜する。 As shown in FIG. 5, the upper surface 11A of the cylindrical portion 11 is curved in an arc shape in a side view, and extends upward from the upper surface 13A of the flange portion 13 by a predetermined height H2 (for example, about 10 mm to about 30 mm, for example It bulges out by about 15 mm). Therefore, the portion of the cylindrical upper surface 11A located near the boundary with the collar upper surface 13A has a predetermined angle φ (for example, about 10 degrees to about 30 degrees, e.g. It is tilted at an angle of approximately 20 degrees. When the flange upper surface 13A is horizontal, the first half portion 11B (the portion close to the flange upper surface 13A) of the cylindrical upper surface 11A is inclined upward and rearward from the horizontal.
 上述した筒部上面11Aの上方への膨出とその前半部分11Bの上後方への傾斜は、簡易階段1を下りる人の靴が、桁部材3を踏んだ時に後方(その人にとっては前方)へスリップすることを抑制する。また、筒部上面11Aの上記の膨出と傾斜は、図5に示した傾斜角θ(例えば約40度)より若干角度(上記所定角度φより小さい角度、例えば約10度)だけ急峻な傾斜地面2にも桁部材3を設置することを可能にする。すなわち、そのような急峻な傾斜地面2に桁部材3が設置された場合、鍔部上面13Aは上前方へ傾くが、筒部上面11Aの前半部分11Bが水平な足場を提供する。 The above-described upward bulge of the upper surface 11A of the cylindrical portion and the upward and rearward inclination of the first half 11B are caused by the fact that when the shoes of a person descending the simple stairs 1 step on the girder member 3, they are backward (forward for that person). Prevents slipping. Further, the above-mentioned bulge and inclination of the upper surface 11A of the cylindrical portion are formed on a slope that is slightly steeper (an angle smaller than the predetermined angle φ, for example, about 10 degrees) than the inclination angle θ shown in FIG. It is possible to install the girder member 3 also on the surface 2. That is, when the girder member 3 is installed on such a steeply sloping ground 2, the upper surface 13A of the collar portion tilts upward and forward, but the front half portion 11B of the upper surface 11A of the cylindrical portion provides a horizontal footing.
 図4に示すように、鍔部13の上面13A上には、鍔部13の実質的に全長(両端部のポケット25、25を除いた領域)にわたる複数個所に、複数個の小突起17が横方向と縦方向に間隔を空けて立設されている。図2~図4から分かるように、それらの小突起17は、横方向に複数列(例えば、10列)及び縦方向に複数行(例えば、2行)に配列されている。各小突起17は、平面視で横長形状であり、その横方向の寸法が縦方向の寸法より長い。例えば、小突起17の平面視の太さが例えば約3mm~約7mm(例えば約4mm)、湾曲を入れた縦寸法が例えば約7mm~約12mm(例えば約10mm)、横寸法が例えば約20mm~約40mm(例えば約30mm)である。各小突起17の高さは約3mm~約7mm(例えば約4.5mm)である。また、各小突起17は平面視で波形状に曲がっていて、横方向に延びる部分と横方向に対して斜めの方向に延びる部分とをもつ。 As shown in FIG. 4, a plurality of small protrusions 17 are provided on the upper surface 13A of the flange 13 at a plurality of locations over substantially the entire length of the flange 13 (excluding the pockets 25, 25 at both ends). They are placed vertically and horizontally at intervals. As can be seen from FIGS. 2 to 4, the small protrusions 17 are arranged in multiple rows (for example, 10 columns) in the horizontal direction and in multiple rows (for example, 2 rows) in the vertical direction. Each small protrusion 17 has a horizontally elongated shape in plan view, and its horizontal dimension is longer than its vertical dimension. For example, the thickness of the small protrusion 17 in plan view is, for example, about 3 mm to about 7 mm (for example, about 4 mm), the vertical dimension including the curve is about 7 mm to about 12 mm (for example, about 10 mm), and the horizontal dimension is, for example, about 20 mm to about It is approximately 40 mm (for example, approximately 30 mm). The height of each small protrusion 17 is about 3 mm to about 7 mm (for example, about 4.5 mm). Further, each of the small protrusions 17 is curved in a wave shape in a plan view, and has a portion extending in the lateral direction and a portion extending in a diagonal direction with respect to the lateral direction.
 鍔部上面13A上の複数個の小突起17は、特に簡易階段1を人が上る時に、その人の靴と桁部材3とのスリップを防止するのに役立つ。前述したとおり、図6に示すように、階段1を上る人は靴底の前半部分で鍔部13を踏むことが多く、靴底の前半部分に前進するための蹴り力を加える。その蹴り力を地面に伝えるために多くの靴の靴底の前半部分はスリップ抑制の凹凸を有する。鍔部上面13A上の複数個の小突起17の横方向に細長く波状に湾曲した形状、その比較的に小さい縦寸法、及び複数列と複数行の配列は、それらの小突起17が靴底の前半部分の凹凸と係合することを可能にし、靴61の縦方向へのスリップと横方向へのスリップを難しくする作業を生む。このように、鍔部上面13A上の小突起17は、主として階段1を上る人の靴61と桁部材3との間のスリップを抑制する。 The plurality of small protrusions 17 on the upper surface 13A of the collar are useful for preventing slippage between the person's shoes and the girder member 3, especially when the person climbs the simple stairs 1. As described above, as shown in FIG. 6, a person climbing the stairs 1 often steps on the collar 13 with the front half of the sole, applying a kicking force to the front half of the sole to move forward. In order to transmit the kicking force to the ground, the front half of the sole of many shoes has irregularities to prevent slippage. The shape of the plurality of small protrusions 17 on the upper surface 13A of the collar part, which is elongated in the horizontal direction and curved in a wavy manner, their relatively small vertical dimension, and the arrangement of multiple rows and columns, makes it possible for the small protrusions 17 to form the sole of the shoe. This makes it possible to engage with the unevenness of the front half, making it difficult for the shoe 61 to slip in the vertical direction and in the lateral direction. In this way, the small protrusions 17 on the upper surface 13A of the collar mainly suppress slippage between the shoes 61 of the person climbing the stairs 1 and the girder member 3.
 それらの小突起17の相互間の隙間は、鍔部上面13A上に泥や土や雪などが乗ったときに、泥や土や雪が鍔部上面13A外へ流れ出る道を提供し、それにより、鍔部上面13A上に泥や土や雪などが停留することを抑制する。この作用も、靴61と桁部材3との間のスリップの抑制に役立つ。 The gaps between the small protrusions 17 provide a path for mud, soil, snow, etc. to flow out of the collar upper surface 13A when mud, dirt, snow, etc. are placed on the collar upper surface 13A, and thereby, This prevents mud, soil, snow, etc. from staying on the upper surface 13A of the flange. This action also helps to suppress slippage between the shoe 61 and the beam member 3.
 図4~図7から分かるように、筒部11の上面11Aの最上部より若干後下方へ下りた筒部11の後端近傍の、筒部11の実質的に全長(両端部のポケット21、21を除いた領域)にわたる複数個所に、複数個の大突起15が横方向に間隔を空けて立設されている。図2~図7から分かるように、筒部上面11A上の各大突起15は、横寸法と縦寸法と高さにおいて、鍔部上面13A上の各小突起17より大きい(例えば約1.3倍~約3倍大きく、特に高さは顕著に約3倍大きい)。複数個(例えば、6個)の大突起15が、横方向に一行に配置されている。各大突起15は、平面視で横長形状であり、その横方向の寸法が縦方向の寸法より大きい。例えば、大突起15の平面視の太さが例えば約3mm~約7mm(例えば約5mm)、湾曲を含んだ縦寸法が例えば約10mm~約20mm(例えば約15mm)、横寸法が例えば約45mm~70mm(例えば約55mm)である。各突起16の高さは例えば約10mm~約20mm(例えば約15mm)である。また、各大突起15は平面視で波状に曲がっていて、横方向に延びる部分と横方向に対して斜め方向に延びる部分とをもつ。 As can be seen from FIGS. 4 to 7, substantially the entire length of the cylindrical portion 11 (pockets 21 at both ends, A plurality of large protrusions 15 are erected at a plurality of locations across the area (excluding area 21) at intervals in the lateral direction. As can be seen from FIGS. 2 to 7, each large protrusion 15 on the cylindrical upper surface 11A is larger (for example, about 1.3 3 times to about 3 times larger, especially the height is about 3 times larger). A plurality of (for example, six) large protrusions 15 are arranged in a row in the horizontal direction. Each large protrusion 15 has a horizontally elongated shape in plan view, and its horizontal dimension is larger than its vertical dimension. For example, the thickness of the large protrusion 15 in plan view is, for example, about 3 mm to about 7 mm (for example, about 5 mm), the vertical dimension including curvature is, for example, about 10 mm to about 20 mm (for example, about 15 mm), and the horizontal dimension is, for example, about 45 mm to about 70 mm (for example, about 55 mm). The height of each protrusion 16 is, for example, about 10 mm to about 20 mm (for example, about 15 mm). Further, each large protrusion 15 is curved in a wavy manner in plan view, and has a portion extending in the lateral direction and a portion extending diagonally with respect to the lateral direction.
 筒部上面11A上の複数個の大突起15は、簡易階段1を人が上る時と下る時に、、その人の靴61と桁部材3とのスリップを防止するのに役立つ。前述したとおり、図6に示すように、階段1を上る人は、たいてい、靴底の土踏まずかその近傍の部分で筒部13を踏む。また、図7に示すように、階段1を下る人は、たいてい、靴底の踵の部分で筒部13を踏む。したがって、階段を上る場合も下る場合も、筒部上面11A上の複数個の大突起15は、たいてい、靴底の土踏まず部分か踵部分に当接する。多くの靴の靴底の土踏まず部分は上方へ比較的に大きく凹んでおり、また、踵部分はスリップ抑制の凹凸を有する。筒部上面11A上の複数個の大突起15の上述のような高い高さは、それらの大突起15が靴底の大きく凹んだ土踏まず部分や踵部分の凹凸と係合することを可能にし、それにより、靴61の縦方向へのスリップを抑制する。また、それらの大突起15の波形の形状は、靴61の横方向へのスリップも抑制する。 The plurality of large protrusions 15 on the upper surface 11A of the cylindrical portion serve to prevent slippage between the person's shoes 61 and the girder member 3 when the person ascends and descends the simple staircase 1. As mentioned above, as shown in FIG. 6, a person who climbs the stairs 1 usually steps on the tube part 13 with the arch of the sole of the shoe or a part near it. Further, as shown in FIG. 7, a person descending the stairs 1 usually steps on the tube part 13 with the heel of the sole of the shoe. Therefore, whether going up or down stairs, the plurality of large protrusions 15 on the upper surface 11A of the cylindrical portion usually come into contact with the arch or heel of the sole. The arch portion of the sole of many shoes has a relatively large concave upward, and the heel portion has irregularities to prevent slippage. The above-mentioned high height of the plurality of large protrusions 15 on the upper surface 11A of the cylindrical portion allows these large protrusions 15 to engage with the concavities and convexities of the greatly concave arch and heel portions of the sole, Thereby, slipping of the shoe 61 in the vertical direction is suppressed. Further, the wavy shape of the large protrusions 15 also suppresses the shoe 61 from slipping in the lateral direction.
 さらに、万が一、階段1を下る人の靴61の踵部分が筒部11上でスリップして後方(その人にとっては前方)へ流れた場合、その流れた踵部分を、筒部上面11Aから高く立ち上がった大突起15が受け止める。大突起15は上述のように比較的に大きいサイズであるため、大きい強度をもち、そこに強い力で靴61の踵部分が衝突しても、その衝撃に耐えて、踵部分をしっかりくい止める。 Furthermore, in the unlikely event that the heel of the shoe 61 of a person descending the stairs 1 slips on the cylindrical part 11 and flows backward (forward for that person), the heel of the person who is descending the stairs 1 should be raised higher than the upper surface 11A of the cylindrical part. The large protrusion 15 that stands up catches it. Since the large protrusion 15 has a relatively large size as described above, it has great strength, and even if the heel part of the shoe 61 collides with it with a strong force, it can withstand the impact and firmly hold the heel part.
 図4を参照して、複数の大突起15、15、、、の横方向の間隔(隙間の幅)Sは、筒部上面11A上に乗った泥や雪を筒部11外へ流し去ることができる広さであると共に、その隙間を靴の踵61の踵部分が通り抜けない狭さでもあるように設定されている。それにより、上述したように、階段1を下る人の靴61の踵部分のスリップ時に、その踵部分を大突起15、15、、、を高い確実性で受け止める。大人だけでなく子供の靴のサイズを考慮すると、大突起15、15、、、間の隙間の距離Sは、例えば約1cm~約5cmmであることが好ましく、より好ましくは約1cm~約3.5cmである。 Referring to FIG. 4, the lateral spacing (width of the gap) S between the plurality of large protrusions 15, 15, . It is set to be wide enough to allow the gap to be opened, and also narrow enough to prevent the heel portion of the heel 61 of the shoe from passing through the gap. Thereby, as described above, when the heel portion of the shoe 61 of a person descending the stairs 1 slips, the heel portion is caught by the large protrusions 15, 15, . . . with high reliability. Considering shoe sizes not only for adults but also for children, the distance S between the large protrusions 15, 15, . . . is preferably about 1 cm to about 5 cm, more preferably about 1 cm to about 3 cm. It is 5cm.
 図3、図8及び図10から分かるように、桁部材3の内側面には、桁部材3の全体の重量を減らしつつ強度を高めるための複数筋の補強リブ51が立設されている。 As can be seen from FIGS. 3, 8, and 10, a plurality of reinforcing ribs 51 are erected on the inner surface of the girder member 3 in order to reduce the overall weight of the girder member 3 and increase its strength.
 図3及び図8から分かるように、桁部材3の左右2つの第1貫通孔19は、ぞれぞれ、桁部材3の全高H1に近い長さをもつ直線的に延びた筒壁31によって画成されている。それら2つの筒壁31が、2つの第1貫通孔19に挿通された固定杭7の方向を一定に規制する。 As can be seen from FIGS. 3 and 8, the two left and right first through holes 19 of the girder member 3 are each formed by a linearly extending cylindrical wall 31 having a length close to the total height H1 of the girder member 3. It is defined. These two cylindrical walls 31 regulate the direction of the fixed pile 7 inserted into the two first through holes 19 to be constant.
 図2~図12から分かるように、桁部材3の横方向の両端の2つの壁には、それぞれ、その桁部材3を別の桁部材3に横方向に隙間なく連結するための連結機構が設けられる。横連結機構は、係合凸部27と係合凹部33を含む。桁部材3の例えば左端の壁に係合凸部27が、右端の壁に係合凹部33が設けられている。係合凸部27の中央部には、係合凸部27を横方向に貫通するボルト通し穴29が穿たれている。係合凹部33の中央部には、係合凹部33を横方向に貫通するボルト通し穴34が穿たれている。 As can be seen from FIGS. 2 to 12, the two walls at both ends of the girder member 3 in the lateral direction each have a connecting mechanism for connecting the girder member 3 to another girder member 3 without any gaps in the lateral direction. provided. The horizontal connection mechanism includes an engagement protrusion 27 and an engagement recess 33. For example, an engagement protrusion 27 is provided on the left end wall of the girder member 3, and an engagement recess 33 is provided on the right end wall. A bolt through hole 29 is bored in the center of the engagement protrusion 27, passing through the engagement protrusion 27 in the lateral direction. A bolt through hole 34 that passes through the engagement recess 33 in the lateral direction is bored in the center of the engagement recess 33 .
 係合凸部27は、桁部材3の例えば左端壁の外面から右方向へ突出する。係合凸部27の形状は、鉛直方向に延びた台形柱であり、これを平面視すると、右方へ行くほど寸法が拡大する台形である。係合凹部33は、桁部材3の例えば右端の壁の外面から左方向へ陥没する。係合凹部3の形状は係合凸部27の形状に対応している。したがって、桁部材3の係合凸部27を他の桁部材3の係合凹部33内に鉛直方向へ挿入することで、相互間に実質的に隙間がなく、且つ横方向に引っ張られても両者が分離しないような、嵌り合いが形成される。 The engagement convex portion 27 protrudes rightward from the outer surface of the left end wall of the beam member 3, for example. The shape of the engaging convex portion 27 is a trapezoidal column extending in the vertical direction, and when viewed from above, it is a trapezoid whose size increases as it goes to the right. The engagement recess 33 is recessed leftward from the outer surface of the right end wall of the beam member 3, for example. The shape of the engagement recess 3 corresponds to the shape of the engagement protrusion 27. Therefore, by vertically inserting the engaging protrusion 27 of the girder member 3 into the engaging recess 33 of the other girder member 3, there is substantially no gap between them, and even if they are pulled in the lateral direction. A fit is formed in which the two do not separate.
 図12に示すように、一つの桁部材3の係合凸部27と、もう一つの桁部材3の係合凹部33とを完全に係合させると、係合凸部27内のボルト通し穴29と係合凹部33内のボルト通し穴34とが一直線に連通する。そして、それらのボルト通し穴29、34に連結ボルト53を挿通してナット55を締めることで、係合凸部27と係合凹部33が固く締結される。こうして、2つの桁部材3、3が横方向に連結されて、階段1の横幅が2倍に拡大される。同じ方法で、3つの以上の桁部材3、3を横方向に連結すれば、階段1の横幅を3倍以上に拡大させることができる。 As shown in FIG. 12, when the engagement protrusion 27 of one girder member 3 and the engagement recess 33 of the other girder member 3 are completely engaged, the bolt through hole in the engagement protrusion 27 29 and the bolt through hole 34 in the engagement recess 33 communicate in a straight line. Then, by inserting the connecting bolt 53 into the bolt holes 29 and 34 and tightening the nut 55, the engagement protrusion 27 and the engagement recess 33 are firmly connected. In this way, the two girder members 3, 3 are connected laterally, and the width of the staircase 1 is doubled. By connecting three or more girder members 3, 3 laterally using the same method, the width of the staircase 1 can be increased by more than three times.
 図12は、変形例にかかる縦連結部材71を示す。図13は、その縦連結部材71を用いて桁部材3を他の階の桁部材3に縦連結する方法の一例を示す。 FIG. 12 shows a vertical connection member 71 according to a modification. FIG. 13 shows an example of a method of vertically connecting the girder member 3 to the girder member 3 of another floor using the vertical connection member 71.
 図12に示すように、変形例にかかる縦連結部材71は、細長いロッド状又はロープ状であり、FRPなどの堅牢且つ可撓性の材料で作られる。縦連結部材71の全長は、縦方向に並ぶ2つの桁部材3、3の相互間の許容最大距離(例えば、約数十cm~約1m)に相当する。縦連結部材71の前端部には、縦方向の異なる位置に複数個(例えば3個)の杭係合リング73が設けられ、後端部にも、縦方向の異なる位置に複数個(例えば2個)の杭係合リング73が設けられる。各杭係合リング73の中央の穴に、固定杭7を挿通すると、その中央穴の内面が固定杭7が外面に適度な圧力で当接する。杭係合リング73と固定杭7との間の摩擦力により、縦連結部材71は、人がかなり強い力で固定杭7から抜き取ろうとしない限り、固定杭7から脱離しない。 As shown in FIG. 12, the vertical connection member 71 according to the modified example has an elongated rod shape or rope shape, and is made of a strong and flexible material such as FRP. The total length of the vertical connection member 71 corresponds to the maximum allowable distance (for example, about several tens of cm to about 1 m) between the two girder members 3, 3 arranged in the vertical direction. The front end of the vertical connection member 71 is provided with a plurality of (for example, three) pile engagement rings 73 at different positions in the vertical direction, and the rear end is also provided with a plurality of (for example, two) pile engagement rings 73 at different positions in the vertical direction. ) pile engaging rings 73 are provided. When the fixed stake 7 is inserted into the center hole of each pile engagement ring 73, the inner surface of the center hole abuts the fixed stake 7 against the outer surface with appropriate pressure. Due to the frictional force between the stake engagement ring 73 and the fixed stake 7, the vertical connection member 71 will not come off the fixed stake 7 unless a person tries to pull it out of the fixed stake 7 with a fairly strong force.
 図13に示すように、一つの桁部材3を固定杭7で地面に固定する時に、その固定杭7を、後隣の別の桁部材3(図示省略)からの縦連結部材71の前端部の一つの杭係合リング73に挿通し、同時に、前隣の別の桁部材3(図示省略)からの別の縦連結部材71の後端部の一つの杭係合リング73にも挿通することで、それらの縦連結部材71、71がその桁部材3の取り付けられる。このとき、別の部品を使って別途に桁部材3に縦連結部材71を固定する作業は不要なので、簡易階段1の設置作業は簡易化される。2つの桁部材3、3の間の距離は、固定杭7を通す杭係合リング73の選択により複数段階に調節できる。 As shown in FIG. 13, when one girder member 3 is fixed to the ground with a fixed stake 7, the fixed stake 7 is connected to the front end of a vertical connection member 71 from another girder member 3 (not shown) next to the rear. At the same time, it is inserted into one pile engaging ring 73 at the rear end of another vertical connecting member 71 from another girder member 3 (not shown) adjacent to the front. As a result, those vertical connecting members 71, 71 are attached to the girder member 3. At this time, there is no need to separately fix the vertical connection member 71 to the girder member 3 using another part, so the installation work of the simple staircase 1 is simplified. The distance between the two girder members 3, 3 can be adjusted in multiple stages by selecting the pile engagement ring 73 through which the fixed stake 7 passes.
 なお、上記のように固定杭7を桁部材3の固定と縦連結部材の固定の両目的に使用する場合、図12に示した隣接の桁部材3、3間の長さをもつ縦連結部材71に代えて、より長い(例えば数m~10m程度の)、3段以上の桁部材3、3、3を縦連結可能な、ロッド状又はロープ状の縦連結部材を用いることもできる。そのより長い縦連結部材は、その両端部だけでなく中間の随所にも、図12に示したような複数の杭係合リング73をもつ。この場合も、固定杭7を係合させる杭係合リング73の選択により、桁部材3間の間隔を変えることができる。 In addition, when the fixed pile 7 is used for both purposes of fixing the girder member 3 and fixing the vertical connecting member as described above, the vertical connecting member having the length between the adjacent girder members 3 and 3 shown in FIG. Instead of 71, it is also possible to use a rod-shaped or rope-shaped vertical connecting member that is longer (for example, several meters to about 10 meters) and can vertically connect three or more stages of girder members 3, 3, 3. The longer vertical connecting member has a plurality of peg-engaging rings 73, as shown in FIG. 12, at both ends thereof as well as elsewhere in the middle. In this case as well, the spacing between the girder members 3 can be changed by selecting the pile engagement ring 73 with which the fixed stake 7 is engaged.
 更なる変形例として、特許文献2に第1図から第3図に示されるような、ネット状又は多孔シート状の1本以上の縦連結部材を使用して、そのネット状又は多孔シート状の縦連結部材を、別途の取付具を用いることなく、固定杭7だけを用いて各桁部材3に取り付けてもよい。 As a further modification, as shown in FIGS. 1 to 3 in Patent Document 2, one or more vertical connecting members in the form of a net or perforated sheet are used to connect the net or perforated sheet. The vertical connection members may be attached to each girder member 3 using only the fixing stakes 7 without using separate attachments.
 以上説明した一実施形態にかかる簡易階段とその部品は、説明のための例示にすぎない。本発明は、その要旨を逸脱することなしに、異なる様々な態様で実施することができる。 The simple staircase and its parts according to the embodiment described above are merely examples for explanation. The present invention can be implemented in various different embodiments without departing from the spirit thereof.
1:簡易階段、2:傾斜地面、3:桁部材、5:縦連結部材、7:固定杭、11:筒部、11A:筒部の上面、11B:筒部の上面の前半部、13:鍔部、13A:鍔部の上面、15:大突起、17:小突起、27:係合凸部、29:係合凸部のボルト通し穴、33:係合凹部、34:係合凹部のボルト通し穴、35:筒部の接地面、61:靴、71:変形例にかかる縦連結部材、73:杭係合リング 1: Simple staircase, 2: Sloped ground, 3: Girder member, 5: Vertical connection member, 7: Fixed pile, 11: Cylindrical part, 11A: Top surface of the cylinder part, 11B: First half of the top surface of the cylinder part, 13: Flange, 13A: Upper surface of the flange, 15: Large protrusion, 17: Small protrusion, 27: Engagement protrusion, 29: Bolt through hole of engagement protrusion, 33: Engagement recess, 34: Engagement recess Bolt through hole, 35: Ground surface of cylinder part, 61: Shoe, 71: Vertical connection member according to modification, 73: Pile engagement ring

Claims (11)

  1.  傾斜地面に設置可能な簡易階段において、
     複数の段をそれぞれ形成する複数の桁部材と、
     前記複数の桁部材を間隔を空けて縦方向に連結する1以上の縦連結部材と、
     前記複数の桁部材を前記傾斜地面に固定する複数の固定杭と
    を備え、
     少なくとも1つの桁部材が、
     前記上面の前部の1以上の個所に立設された1以上の第1突起と、
     前記上面の後部の1以上の個所に立設された1以上の第2突起と、
    を有し、
     前記1以上の第2突起が高さにおいて前記1以上の第1突起より高い簡易階段。
    In simple stairs that can be installed on sloped ground,
    a plurality of girder members each forming a plurality of steps;
    one or more vertical connection members that vertically connect the plurality of girder members at intervals;
    a plurality of fixed stakes for fixing the plurality of girder members to the sloped ground,
    at least one girder member,
    one or more first protrusions erected at one or more locations on the front part of the upper surface;
    one or more second protrusions erected at one or more locations on the rear portion of the upper surface;
    has
    A simple staircase in which the one or more second protrusions are higher in height than the one or more first protrusions.
  2.  請求項1記載の簡易階段において、
     前記1以上の第2突起が横寸法において前記1以上の第1突起より大きい簡易階段。
    The simple staircase according to claim 1,
    The simple staircase wherein the one or more second projections are larger in lateral dimension than the one or more first projections.
  3.  請求項2記載の簡易階段において、
     前記1以上の第2突起が縦寸法において前記1以上の第1突起より大きい簡易階段。
    The simple staircase according to claim 2,
    The simple staircase wherein the one or more second projections are larger in vertical dimension than the one or more first projections.
  4.  請求項1~3のいずれか一項記載の簡易階段において、
     前記1以上の第1突起又は前記1以上の第2突起が、平面視で横方向に細長く且つ波状に曲がっている簡易階段。
    The simple staircase according to any one of claims 1 to 3,
    A simple staircase in which the one or more first protrusions or the one or more second protrusions are horizontally elongated and curved in a wavy manner in a plan view.
  5.  請求項1~3のいずれか一項記載の簡易階段において、
     少なくとも1つの前記桁部材が、
     前記簡易階段を上り下りする人の靴底の土踏まず部分又は踵部分を受けるための筒部と、
     前記簡易階段を上る人の靴底の前半部分を受けるための、前記筒部の前端部から前方へ突出した鍔部と
    を有し、
     前記鍔部の上面に前記1以上の第1突起が立設され、
     前記筒部の上面に前記1以上の第2突起が立設された簡易階段。
    The simple staircase according to any one of claims 1 to 3,
    At least one of the girder members is
    a cylindrical portion for receiving the arch or heel of the sole of a person going up and down the simple stairs;
    a flange protruding forward from the front end of the cylindrical part for receiving the front half of the sole of a person climbing the simple stairs;
    the one or more first protrusions are erected on the upper surface of the flange;
    A simple staircase in which the one or more second protrusions are erected on the upper surface of the cylindrical part.
  6.  請求項5記載の簡易階段において、
     前記筒部の上面の後端近傍部分に前記1以上の第2突起が立設された簡易階段。
    The simple staircase according to claim 5,
    A simple staircase in which the one or more second protrusions are erected near the rear end of the upper surface of the cylindrical part.
  7.  請求項5記載の簡易階段において、
     前記筒部の上面が側面視で弧状に湾曲し、前記鍔部の上面より上方へ膨出している簡易階段。
    The simple staircase according to claim 5,
    A simple staircase in which the upper surface of the cylindrical portion is curved in an arc shape when viewed from the side, and bulges upward from the upper surface of the flange portion.
  8.  請求項5記載の簡易階段において、
     前記筒部の上面における最も高い個所から前記鍔部との境界までの前半部分が、前記鍔部の上面に対して後上方向へ傾斜している簡易階段。
    The simple staircase according to claim 5,
    A simple staircase in which the first half of the upper surface of the cylindrical portion from the highest point to the boundary with the flange is inclined rearward and upward with respect to the upper surface of the flange.
  9.  請求項1又は2のいずれか一項記載の簡易階段において、
     前記1以上の縦連結部材が、前記固定杭によって、別途の取付具を用いることなく、前記各桁部材に取り付けられている簡易階段。
    The simple staircase according to claim 1 or 2,
    The simple staircase wherein the one or more vertical connecting members are attached to each of the girder members by the fixed stakes without using separate attachments.
  10.  請求項1又は2のいずれか一項記載の簡易階段において、
     前記桁部材が、他の桁部材と横方向に連結するための横連結機構を有する簡易階段。
    The simple staircase according to claim 1 or 2,
    A simple staircase in which the girder member has a lateral connection mechanism for laterally connecting the girder member to another girder member.
  11.  傾斜地面に設置可能な簡易階段の1段を形成する桁部材において、
     前記簡易階段を上り下りする人の靴底を受けるための上面と、
     前記上面の前部の1以上の個所に立設された1以上の第1突起と、
     前記上面の後部の1以上の個所に立設された1以上の第2突起と、
    を有し、
     前記1以上の第2突起が高さにおいて前記1以上の第1突起より高い桁部材。
    In a girder member forming one step of a simple staircase that can be installed on a sloped ground,
    an upper surface for receiving the soles of the shoes of people going up and down the simple stairs;
    one or more first protrusions erected at one or more locations on the front part of the upper surface;
    one or more second protrusions erected at one or more locations on the rear portion of the upper surface;
    has
    A girder member in which the one or more second protrusions are higher in height than the one or more first protrusions.
PCT/JP2022/033785 2022-09-08 2022-09-08 Simple staircase WO2024053068A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PCT/JP2022/033785 WO2024053068A1 (en) 2022-09-08 2022-09-08 Simple staircase

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/JP2022/033785 WO2024053068A1 (en) 2022-09-08 2022-09-08 Simple staircase

Publications (1)

Publication Number Publication Date
WO2024053068A1 true WO2024053068A1 (en) 2024-03-14

Family

ID=90192527

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/JP2022/033785 WO2024053068A1 (en) 2022-09-08 2022-09-08 Simple staircase

Country Status (1)

Country Link
WO (1) WO2024053068A1 (en)

Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5445924A (en) * 1978-02-22 1979-04-11 Naka Tech Lab Blank of stopping sliding for building
JPS61173544U (en) * 1985-04-17 1986-10-28
JPS6255639U (en) * 1985-09-27 1987-04-07
JPH01154720U (en) * 1988-04-01 1989-10-24
JPH0422523U (en) * 1990-06-08 1992-02-25
JPH08252852A (en) * 1995-03-16 1996-10-01 Nifco Inc Manufacture of non-slip member for stairs
JPH0972060A (en) * 1995-09-05 1997-03-18 Sekisui Jushi Co Ltd Pseudo-wood step member of synthetic resin
JPH10102712A (en) * 1996-09-30 1998-04-21 Takara Youjiyou Shizai Kk Structure of stair
JP3077493U (en) * 2000-11-06 2001-05-18 春男 許 Stair slip plate
JP2002030775A (en) * 2000-07-17 2002-01-31 Matsushita Electric Works Ltd Stair tread
JP2004060154A (en) * 2002-07-24 2004-02-26 Meiwa Ind Co Ltd Stairway flooring
JP2005213735A (en) * 2004-01-27 2005-08-11 Neo Concrete:Kk Method of laying step block on slope, and monolithic step block on slope
US20130000231A1 (en) * 2010-03-10 2013-01-03 Kee Safety Limited Walkway assembly
JP2015098675A (en) * 2013-11-18 2015-05-28 タキロン株式会社 Stair covering material and stair covering structure
JP2018145755A (en) * 2017-03-09 2018-09-20 株式会社 Mts雪氷研究所 Pedestrian way

Patent Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5445924A (en) * 1978-02-22 1979-04-11 Naka Tech Lab Blank of stopping sliding for building
JPS61173544U (en) * 1985-04-17 1986-10-28
JPS6255639U (en) * 1985-09-27 1987-04-07
JPH01154720U (en) * 1988-04-01 1989-10-24
JPH0422523U (en) * 1990-06-08 1992-02-25
JPH08252852A (en) * 1995-03-16 1996-10-01 Nifco Inc Manufacture of non-slip member for stairs
JPH0972060A (en) * 1995-09-05 1997-03-18 Sekisui Jushi Co Ltd Pseudo-wood step member of synthetic resin
JPH10102712A (en) * 1996-09-30 1998-04-21 Takara Youjiyou Shizai Kk Structure of stair
JP2002030775A (en) * 2000-07-17 2002-01-31 Matsushita Electric Works Ltd Stair tread
JP3077493U (en) * 2000-11-06 2001-05-18 春男 許 Stair slip plate
JP2004060154A (en) * 2002-07-24 2004-02-26 Meiwa Ind Co Ltd Stairway flooring
JP2005213735A (en) * 2004-01-27 2005-08-11 Neo Concrete:Kk Method of laying step block on slope, and monolithic step block on slope
US20130000231A1 (en) * 2010-03-10 2013-01-03 Kee Safety Limited Walkway assembly
JP2015098675A (en) * 2013-11-18 2015-05-28 タキロン株式会社 Stair covering material and stair covering structure
JP2018145755A (en) * 2017-03-09 2018-09-20 株式会社 Mts雪氷研究所 Pedestrian way

Similar Documents

Publication Publication Date Title
US8397466B2 (en) Tile with multiple-level surface
KR101176188B1 (en) Deck road structures
KR101876827B1 (en) A buffer walking deck and method for constructing this same
US3846921A (en) Spiked shoe
KR101414821B1 (en) a prefabricated stair
EP0369999B1 (en) Terrace installation
WO2024053068A1 (en) Simple staircase
CN210032732U (en) Combined type ladder way pedal for upper and lower foundation pits and standard section thereof
US8485316B2 (en) Collapsible safe ladder
KR101026430B1 (en) Staircase structure and staircase construction method using the staircase structure
JP6779102B2 (en) Prefabricated stairs
KR200496788Y1 (en) Metal Deck Load Having Function of Slip-Resistance
JP6706969B2 (en) Simple staircase unit
KR20050120607A (en) A safety board for architectural scaffolding
US20110017548A1 (en) Collapsible safe ladder
KR102275056B1 (en) Flat and oblique compatible collapsible Prefabricated pavilion structure installation structure
JP5437142B2 (en) Tent frame
JP3119522U (en) Prefab stairs
CN211257605U (en) Steel construction board house stair structure
JP2008261112A (en) Anti-skid mat and method of using the same
US6526706B1 (en) Beach stairway
KR20050120606A (en) A safety foothold for architecture
KR102702373B1 (en) Stair for walk mat
KR102152380B1 (en) Lawn grass protection mat with artificial turf planting and improved assembly structure
CN220848419U (en) Friendly step structure of full age

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 22958146

Country of ref document: EP

Kind code of ref document: A1