JP6058847B1 - Shock absorber - Google Patents

Abstract

An object of the present invention is to provide a shock absorber capable of ensuring a high level of workability, cost, and shock absorption. A shock absorber to be installed on a slope, wherein the pillar is erected at intervals in the width direction of the slope, a net laid between the plurality of pillars, and a detachable to the pillar. The extension tool and at least a mountain-side retentive material for connecting the extension tool and the mountain-side anchor are provided. [Selection] Figure 1

Description

  The present invention relates to an impact absorber that is installed on a slope and protects against a dynamic load or a static load caused by impacts such as earth and sand, rockfall, and avalanche.

In recent years, there have been many landslide disasters due to the influence of guerrilla heavy rain, etc., and there are approximately 20,000 landslide disaster special alert areas nationwide.
There are two types of methods for preventing landslides: preventive work and protective work.

Among them, a general method of protective work is to install a standby retaining wall on the side of a road or behind a private house.
In addition, when there is no space for installing the above-described standby retaining wall, a protective body that waits for an impact object may be installed on the middle of the slope.
This protector uses a net made of a wire mesh laid on a pillar standing on the slope as a receiving surface, and receives the colliding object with the net to prevent the collision object from falling behind the net (slope valley side). Is provided.

Since this strut requires a suitable strength to cope with the impact force caused by the collapse of the sediment, it becomes a heavy load and greatly affects the construction efficiency, such as increasing the burden of transportation to the middle of the slope.
In addition, since it was common to provide only one retaining material connected from the pillar to the slope mountain side anchor from the upper end (head) of the pillar, when determining the standard of the retaining material from the assumed impact force, There was a problem that the standard of the wire rope to be used would increase.

In order to solve these problems, the applicant has conceived the invention described in Patent Document 1 below.
In the shock absorber described in Patent Document 1, a through hole is provided in the middle part of the column, and a mountain side retentive material is inserted into the through hole, and the mountain side retentive material is directly connected to the net. This eliminates the need to consider the impact force of impacting objects during design.
This structure, together with that to realize minor of size reduction and wire rope strut, by a plurality of arranged mountain ahead material in the axial direction of the post, is obtained by allowing a reduction in the amount of displacement of the net.

Japanese Patent No. 5777734

  On the other hand, the invention described in Patent Document 1 requires processing work for providing a through hole in the support column in advance, and requires a design for maintaining a balance between the direction and number of through holes provided in the support column and the strength of the support column. , Etc., there was room for further improvement.

  Therefore, at least one of the objects of the present invention is to provide an impact absorber capable of ensuring a high level of workability, cost, and impact absorbability.

1st invention of this application is the shock absorber installed in a slope, Comprising: A plurality of support | pillars standing at intervals in the width direction of a slope, a net laid between these support | pillars, and the said support | pillar At least an extension tool that is detachable at any point , and a mountain-side retaining material that connects the extension tool and the mountain-side anchor, and the extension tool can be integrated by sandwiching the support column from both sides. characterized by Rukoto such a pair of clamping bodies.
Further, according to a second invention of the present application, in the first invention, the support pillar is integrated so that the outer shape of the support column is circular and the pair of holding bodies has an inner peripheral surface matching the outer shape of the support column. It is characterized by.
The third invention of the present application is characterized in that, in the first or second invention, a plurality of the extension tools are provided on the support.
In addition, a fourth invention of the present application is characterized in that, in any one of the first to third inventions , the extension tool further includes a coupling mechanism with a valley-side retaining material connected to a valley-side anchor. To do.
Further, a fifth invention of the present application is the mountain-side retaining material according to any one of the first to fourth inventions, which is connected to an end column constituting a side edge of the shock absorber among the plurality of columns. It is further characterized by further comprising a side net laid on.
The sixth invention of the present application is the invention according to any one of the first to fifth inventions, wherein the arrangement density of the mountain side retentive material on the bottom side of the column is defined as the mountain side retentive material on the head side of the column. It is characterized by being denser than the arrangement density.

According to the present invention, at least one of the following effects can be obtained.
(1) The retentive material can be connected to any part of the support column.
By providing an detachable extension tool on the support column, it is possible to add various holding materials connected to anchors provided on the slope at any location of the support column. Therefore, various retentive materials can be arranged at appropriate locations according to the position where the collision object loads are applied.
(2) Additional materials can be added at any time.
Various retaining materials can be easily added to the existing shock absorbers with an extension tool.
(3) The size of the column can be reduced.
By arranging a plurality of various retentive materials on the support, it is possible to reduce the size of the support more than before.
(4) The buffer function can be shared by additional tools.
By adopting a mode in which the extension tool is sandwiched and fixed on the peripheral side surface of the support column, the extension tool rotates on the peripheral side surface of the support column and slips due to the generation of tension exceeding a certain value of the horizontal rope connected to the net. The buffer function against impact can be exhibited.
(5) It is possible to prevent spilling of impact objects.
By laying the side net on the mountain side retentive material connected to the end struts constituting the side edges of the shock absorber, it is possible to prevent spillage from the side of the earth and sand received.
(6) The shock absorbing function can be optimized.
By increasing the arrangement density of the mountain side retentive material on the bottom side of the column, the resistance function is more efficiently exhibited against impacts that generate large dynamic load or static load near the slope such as earth and sand and snow. be able to.

The schematic perspective view of the shock absorber which concerns on 1st Example. Schematic which shows the structure of the intermediate | middle support | pillar and end support | pillar which concern on 1st Example. The schematic perspective view which shows the structure of the extension tool which concerns on 1st Example. The schematic perspective view which shows the connection relation in the end support | pillar which concerns on 1st Example. The schematic perspective view which shows the connection relation in the intermediate | middle support | pillar which concerns on 1st Example. Schematic which shows the effect | action (1) at the time of the impact generation | occurrence | production of the impact absorber which concerns on 1st Example. Schematic which shows the effect | action (2) at the time of the impact generation | occurrence | production of the impact absorber which concerns on 1st Example. The schematic side view of the impact absorber which concerns on 2nd Example. The schematic side view of the shock absorber which concerns on 3rd Example. The schematic perspective view of the shock absorber which concerns on 4th Example. The schematic side view of the impact absorber which concerns on 5th Example.

Embodiments of the present invention will be described below with reference to the drawings.
In each of the drawings, illustrations may be simplified or omitted for portions other than the components described with reference to the drawings.

<1> Overall configuration (FIG. 1).
An outline of the shock absorber according to the present embodiment will be described with reference to FIG.
The shock absorber according to the present embodiment is a protective fence installed on the middle of a slope, and includes a plurality of support columns 10 standing at intervals in the width direction of the slope, and a net 20 laid between the plurality of support columns 10. And an extension tool 30 that is detachable from the support column 10 and a mountain-side retaining member 40 that connects the extension tool and the mountain-side anchor.
Furthermore, from the head part 11 and the bottom part 12 of the said support | pillar 10, the mountain side retentive material 40 is provided separately, respectively, and the said extension tool 30 is attached to the intermediate part 13 of the said support | pillar. Details of each component will be described below.

<2> Post (FIG. 1).
The column 10 is a member for maintaining the shape of the net 20 laid on the column 10 in a state where the column 10 is erected on the slope.
The some support | pillar 10 which concerns on a present Example is divided into the end support | pillar 10a and the other intermediate | middle support | pillar 10b.
Each strut 10 can use a tubular steel material or the like, and the cross-sectional shape of the steel material is not particularly limited.
An example of the shape of the column 10 will be described with reference to FIG.

<2.1> A state of the head of the column (FIG. 2A).
As shown in the plan view of FIG. 2 (a), the head 11 of each support column 10 is provided with the following connecting mechanism for connecting with various rope materials and various holding materials as required. Can do.
[Mountain side connection]
A connecting portion (mountain side connecting portion 11 a) for connecting one end of the mountain side retentive material 40 is provided in the back direction (slope mountain side) of the support column 10.
[Valley connection part]
In the front direction (slope valley side) of the support column 10, a connection portion (valley side connection portion 11 b) for connecting one end of the valley side retaining material 50 is provided.
[Left and right connections]
In the left-right direction (slope width direction side) of the support column 10, there are provided an interval holding rope with an adjacent support column and connection portions (a right connection portion 11 c and a left connection portion 11 d) for connecting with a horizontal retaining material.

<2.2> A mode of the bottom of the support (FIG. 2B).
FIG. 2B is a side view of the support column 10.
As the standing manner of the support column 10, various methods such as a method of placing the support on the slope and holding the posture with various retentive materials, a method of anchoring to the slope, and a method of embedding and fixing to the slope can be adopted. In FIG. 2 (b), a structure in which the support column 10 is placed on the slope and held in posture by various retentive materials is adopted, and the bottom 12 of the support column 10 is pinned between the ground plate 12a separately installed on the slope. It connects and the support | pillar 10 is comprised so that inclination to the mountain side or trough side of a slope is possible.
With this configuration, the standing angle of the column 10 with respect to the slope can be arbitrarily adjusted.

<2.3> A mode of the middle part of the column (FIG. 2B).
The intermediate part 13 of the support | pillar 10 is comprised so that the expansion tool 30 mentioned later may be arrange | positioned one or more.
Moreover, in the end support | pillar 10a, you may provide the connection part 131 for horizontal storage materials for connecting the horizontal storage material 60 in the side surface.

<3> Net (FIG. 1).
The net 20 is a member for configuring the impact surface of the collision object.
The net 20 includes a wire mesh 21 that constitutes a receiving surface, and horizontal and vertical wire ropes attached to the wire mesh 21 (horizontal rope 22, vertical rope 23, hereinafter also referred to as “each rope”).
The connection method of the wire mesh 20 and each rope can be performed by a method such as passing through a connection coil or inserting the wire mesh.
Moreover, it is preferable that the intersection part of each rope is subjected to a known intersection process to prevent the opening.

<3.1> Wire mesh.
The material and shape of the wire mesh 21 can be determined as appropriate according to the desired shock absorption performance for the impacted object. For example, a wire mesh such as a super-hard wire mesh, a rhombus wire mesh, a turtle shell wire mesh, a wire rope net, or the like may be used. it can.

<3.2> Horizontal rope.
The horizontal ropes 22 are members provided at predetermined intervals in the vertical direction of the wire mesh 21. Generally, the horizontal ropes 22 are provided at equal intervals on the upper edge portion, the single or plural intermediate portions, and the lower edge portion of the wire mesh 21. The number of arrangement is appropriately determined and is not particularly limited in the present invention.

<3.3> Vertical rope.
The vertical ropes 23 are members provided at predetermined intervals with respect to the horizontal direction of the wire mesh 21, and are generally provided at equal intervals on the left edge portion, the single or plural intermediate portions, and the right edge portion of the wire mesh 21. The arrangement position and the number of arrangement are appropriately determined and are not particularly limited in the present invention.
The vertical rope 23 is integrated with the horizontal rope 22 by the intersection process with the horizontal rope 22.

<4> Extension tool (FIG. 3).
The extension tool 30 is a jig that is detachably provided with a space in the axial direction of the support column 10.
FIG. 3 shows a configuration example of the extension tool 30.

<4.1> Grasping structure with support.
The extension tool 30 can be composed of a pair of steel clamping bodies 30a and 30b that can be integrated by sandwiching the column 10 from both sides.
At both ends of each sandwiching body 30a, 30b, a flange portion 32 provided with a bolt hole 31 is provided, and the bolt 32, through each bolt hole 31 communicated in a state where the flange portions 32 are overlapped with each other, They are integrated with a known fastening member such as a nut 34.
When the sandwiching bodies 30a and 30b are integrated, a gripping surface having a slightly smaller diameter than the outer shape of the support column is configured, whereby the support column is clamped and positioned.

<4.2> Anchor connection part.
Each sandwiching body 30a, 30b has an anchor connection portion 35, and after each sandwiching body 30a, 30b is provided on the column 10, each anchor connection portion 35 is configured to face the mountain side or valley side of the slope. To do.

<4.3> Other shape examples.
The extension tool is not limited to the shape shown in FIG. 3, and a configuration in which a fastening member or the like is integrated with the column 10 itself, or a configuration in which the holding body that sandwiches the column 10 is divided into three or more may be adopted. .

<5> Connection mode with various holding materials.
The connection aspect of each support | pillar, various ropes, and various storage materials is demonstrated referring FIG.

<5.1> In the case of an end support (FIG. 4).
First, the connection aspect of the end support | pillar 10a, various retainers, and a horizontal rope is demonstrated.
4 (a) shows the connection between various retainers and lateral ropes around the head, FIG. 4 (b) around the intermediate extension tool, and FIG. 4 (c) around the bottom.

<5.1.1> Mountain side material.
The mountain-side retaining member 40 is a member that is connected to a mountain-side anchor provided on the mountain-side slope from the shock absorber.
In the present embodiment, the mountain-side retaining member 40 is formed on the mountain-side through-hole 122 provided in the ground-side connection plate 11 a on the head 11 and the ground plate 121 on the bottom 12 and the intermediate portion 13 with respect to one column 10. A certain extension tool 30 is connected to a total of three locations of an anchor connection portion 35 facing the mountain side.
In the present embodiment, the three mountain side retaining members 40 are all connected to the same mountain side anchor X, but may be configured to be connected to different mountain side anchors X.

<5.1.2> Valley side retentive material.
The valley side retentive material 50 is a member connected to the valley side anchor Y provided on the slope of the valley side from the shock absorber.
In this embodiment, one trough-side retaining member 50 is connected to one anchor 10 at one anchor connecting portion 35 facing the trough side in the extension tool 30 in the intermediate portion 13.
In this embodiment, each valley-side retaining member 50 is connected to a different valley-side anchor Y, but may be configured to be connected to the same valley-side anchor Y.

<5.1.3> Side-holding material.
The horizontal retentive material 60 is a member connected to the horizontal anchor Z arranged in the horizontal direction (slope width direction) of the shock absorber.
In the present embodiment, the horizontal retentive member 60 has the right connecting portion 11c or the left connecting portion 11d provided on the head 11 and the anchor connecting portion 35 provided on the intermediate portion 13 with respect to the end struts 10a on both edges of the shock absorber. The valley side through holes 123 provided in the ground plate 121 are connected to a total of three locations.
In the present embodiment, the three horizontal retaining members 60 are all connected to the same horizontal anchor Z, but may be configured to be connected to different horizontal anchors Z.

<5.1.4> Horizontal rope.
The ends of the horizontal ropes 22 extending in the width direction of the net are the right connection portion 11c or the left connection portion 11d in the head portion 11 of the support column 10, the valley connection portion of the extension tool in the intermediate portion 13 of the support column 10, and the support column. 10 are respectively connected to valley-side through holes 123 provided in the ground plate 121 at the bottom 12.

<5.2> In the case of an intermediate support (FIG. 5).
Next, the connection aspect of the intermediate | middle support | pillar 10b, various retainers, and a horizontal rope is demonstrated.
FIG. 5 (a) shows the connection between various intermediate members and horizontal ropes in the vicinity of the intermediate extension device, and FIG. 5 (b) in the vicinity of the bottom.

<5.2.1> Mountain side material.
Since the connection mode of the mountain side retainer 40 is the same as the connection mode at the end column 10a shown in FIG. 4, detailed description thereof is omitted.

<5.2.2> Valley side retentive material (intermediate part).
One trough-side retaining member 50 is connected to the anchor connecting portion 35 facing the trough side in the extension tool 30 attached to the intermediate portion 13.
At this time, since the net 20 is laid on the valley side of the intermediate strut 10b, the exposed hole 211 is provided in a part of the wire mesh 21, and the anchor connection portion 35 of the extension tool 30 is exposed from the exposed hole 211. Then, the valley side retentive material 50 is connected.

<5.2.3> Horizontal rope.
The horizontal rope 22 in the intermediate portion 13 is inserted through a hole in the anchor connection portion 35 of the extension tool 30 and extends to adjacent struts.
The horizontal rope 22 at the bottom 12 is inserted into a trough-side through hole 123 provided in the ground plate 121 and extends to adjacent struts.
In addition, the horizontal rope 22 in the head 11 is connected to the right connection part 11c and the left connection part 11d as shown in FIG.

<5.3> Interposal of buffer metal fittings.
In addition, in this invention, when tension more than predetermined acts on the wire rope in the middle of the wire rope which comprises various holding materials, it is a publicly known technique that allows friction sliding of the wire rope and exhibits a buffer function A buffer metal fitting can also be provided (not shown).

<6> Function / action (FIGS. 6 and 7).
The effect | action at the time of impact of the impact absorber by the said structure is demonstrated, referring FIG.

<6.1> The action of the mountain side retentive material (FIG. 6).
When impact object A such as earth, sand, snow, rockfall, etc. falls from the slope mountain side with respect to the shock absorber, the tensile force generated in each mountain side backing material 40 can be increased by adding the mountain side backing material 40 with the extension tool 30. Can be dispersed.
Therefore, the size of the column 10 can be reduced while maintaining an equivalent shock absorbing function.

<6.2> Action of trough-side retaining material (FIG. 6).
When a collision object A having a certain thickness such as earth and sand or snow slides down from the slope mountain side with respect to the shock absorber, the impact received by the column 10 is up to a certain height due to the thickness of the earth and sand or snow. In this case, since the maximum bending moment of the column is around the middle part of the column, by placing the mountain side retentive material in advance at this position, the operation of the column trying to fall on the mountain side can be suppressed.
Moreover, when the earth and sand received with the net accumulates as it is, it will change to a static load. At this time, the position of the maximum bending moment of the strut may change depending on the sediment thickness, but if you place the valley side retentive material at a position that also considers this point, the strut will continue to fall on the mountain side Operation can be suppressed.

<6.3> Function of the extension tool (FIG. 7).
The extension tool 30 attached to the end strut 10a is connected to an anchor connection portion 35 in which one end of the horizontal rope integrated with the wire mesh faces the trough side (FIG. 7A).
When the net 20 receives the collision object A from this state, the wire net 21 protrudes from the valley side with the load of the collision object A, and a tensile force is generated in the lateral rope 22.
Although the extension tool 30 assumes a state in which the support 10 is sandwiched and reliably positioned, when the tension of a predetermined level or more is applied by the tension of the horizontal rope 22, the extension tool 30 rotates on the peripheral side surface of the support. By slipping, the buffering function against the load of the collision object A can be exhibited.

The shock absorber according to the second embodiment of the present application will be described with reference to FIG.
In the present embodiment, with respect to the shock absorber according to the first embodiment, the trough side connecting member 11b is further connected to the head portion 11 of the strut 10 by using the trough side connecting portion 11b described above. On the other hand, the structure which provided the valley side retentive material in total two places is exhibited.
The shock absorber according to the present embodiment is effective in the field where the transition of the position of the maximum bending moment of the support column due to the type of the collision object and the type of the load is large.

The shock absorber according to the third embodiment of the present application will be described with reference to FIG.
In the present embodiment, the shock absorber according to the first embodiment has a configuration in which a side net 70 is provided so as to be integrated with a plurality of mountain-side retaining members connected to the end column 10a.
According to the shock absorber according to the present embodiment, it is possible to prevent the received earth and sand or snow from spilling out from the side of the net 20.

The shock absorber according to the fourth embodiment of the present application will be described with reference to FIG.
In the present embodiment, a plurality of extension tools 30 are provided for one support column 10, and the arrangement density of the mountain-side retaining members 40 on the bottom 12 side of the support column 10 is set to the peak side on the head 11 side of the support column. The structure which is denser than the arrangement density of the recording material 40 is exhibited.
According to the shock absorber according to the present embodiment, it is more efficient by densely arranging the mountain side retentive material in a region where there is a high possibility of receiving from a slope to a certain height, such as earth and sand or an avalanche. It is possible to design a shock absorber.

An impact absorber according to a fourth embodiment of the present application will be described with reference to FIG.
In the present embodiment, a configuration is shown in which the extension tool 30 is also used as a connection tool for a mountain side retentive material that is connected to the head or bottom of the column.
According to the shock absorber according to the present embodiment, it is possible to further reduce the cost by omitting the support column preprocessing as much as possible.

Note that the shock absorber according to the present invention may have a configuration in which only the mountain-side retaining material 40 is installed and the valley-side retaining material 50 is omitted (not shown).
This is effective when the shock absorbing function can be sufficiently exhibited even with only the mountain side retentive material 40 according to the standing state of the support column 10 and the condition of the colliding object A assumed in the field.

DESCRIPTION OF SYMBOLS 10 Support | pillar 10a End support | pillar 10b Intermediate support | pillar 11 Head 11a Mountain side connection part 11b Valley side connection part 11c Right side connection part 11d Left side connection part 12 Bottom part 121 Grounding plate 122 Valley side through hole 123 Mountain side through hole 13 Intermediate part 131 Connection part 20 Net 21 Wire net 211 Exposed hole 22 Horizontal rope 23 Vertical rope 30 Extension tool 30a Holding body 30b Holding body 31 Bolt hole 32 Bolt part 33 Bolt 34 Nut 35 Anchor connection part 40 Mountain side pad 50 Valley side pad 60 Material A Collision X Mountain side anchor Y Valley side anchor Z Horizontal anchor

Claims (6)

A shock absorber installed on a slope,
A plurality of support columns standing at intervals in the width direction of the slope;
A net laid between the plurality of columns;
An extension tool that can be freely attached to and detached from any part of the column,
A mountain side retentive material connecting the extension tool and the mountain side anchor;
Comprising at least
It said expansion member is capable integrated sandwich the strut from both sides, characterized Rukoto such a pair of holding members, shock absorbers. 2. The shock absorber according to claim 1, wherein the outer shape of the support column is circular, and the pair of holding members are integrated so as to have an inner peripheral surface matching the outer shape of the support column . Said strut, characterized in that is provided a plurality of said expansion device, the shock absorber according to claim 1 or 2. The extension tool further has a coupling mechanism with a valley side retentive material connected to a valley side anchor,
The shock absorber according to any one of claims 1 to 3 . Of the plurality of struts, further comprising a side net laid on the mountain side retentive material connected to the end struts constituting the side edges of the shock absorber,
The shock absorber according to any one of claims 1 to 4. The arrangement density of the mountain side retentive material on the bottom side of the column is denser than the arrangement density of the mountain side retentive material on the head side of the column,
The shock absorber according to any one of claims 1 to 5.

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