KR102539800B1 - Link type fall and suicide prevention fence type, and construction method of the fence - Google Patents

Abstract

The present invention relates to an articulated fence for preventing wall-climbing and suicide using elasticity and a construction method thereof. The articulated fence includes: support posts spaced apart by a set distance along the edge of one side or both sides of a structure; a horizontal support member connecting adjacent support posts of the support posts placed along the same line; and an articulated wall-climbing prevention module extended to each of the adjacent support posts along the same line and inclined in a direction in which a pulling external force is exerted, and then, elastically returned to the original position thereof when the external force is removed, thereby preventing wall-climbing and suicide. In accordance with the present invention, unlike existing technology, the articulated fence is additionally installed on a handrail of an existing bridge or is integrated with a new handrail being installed, and can primarily prevent wall-climbing through an articulated post and a horizontal support having an elastically restorable bending function, and also, the articulated post is constructed on the support post to be elastically inclined toward a road or sidewalk to prevent a person from hanging or trying to climb a wall, thereby secondarily preventing wall-climbing, and, when the external force is removed, the inclined articulated post is returned to the original position thereof to maintain the height of the fence.

Description

Articulating fence for preventing wall damage and flooding using elasticity and its construction method {LINK TYPE FALL AND SUICIDE PREVENTION FENCE TYPE, AND CONSTRUCTION METHOD OF THE FENCE}

The present invention relates to an articulating fence for preventing wall damage and flooding using elasticity and a method of constructing the same, and more particularly, as a fence installed on the edge or circumferential surface of a structure such as a bridge, a joint post with an elastic recovery type bending function and a horizontal The wall wall is prevented primarily through the support, and the wall wall is prevented secondarily by constructing the joint post so that it is elastically tilted toward the driveway or sidewalk with respect to the support post so that a person cannot hang or attempt a wall wall, and the tilted joint post It relates to an articulating fence and a method of constructing the same for preventing woldam and projection using elasticity to maintain the height of the fence by restoring the position when the external force is removed.

Currently, the Han River Bridge CCTV video surveillance dispatch system is in operation, but in the case of the current system, only the location where the suicide attempter committed suicide can be confirmed, and then it is dispatched directly to the nearby area to conduct a lifesaving search. However, if the person in need is not quickly found due to weather conditions, etc., a long-term search is inevitable for 22 firefighters in 5 units, including rescue boats, and a serious situation may occur if rescue is delayed.

Therefore, in order to more effectively prevent falls, there is a need for a rescue method in the pre-fall stage.

Accordingly, in recent years, handrails have been installed at the edges of bridges as a facility to prevent falls such as suicide by jumping.

However, existing bridge railings have a low height, so people can relatively easily cross them, making it difficult to prevent suicide attempts or suicide attempts from crossing the fence.

So, as an example of a technology for supplementing the problems of existing fall accident prevention fences, Korean Registered Patent Publication No. 10-2288906 discloses a 'security, wall, fall, suicide prevention cylindrical rotation system'.

The above technical configuration is a background art for helping understanding of the present invention, and does not mean the prior art widely known in the technical field to which the present invention belongs.

Existing fall accident prevention fences are applied with various anti-wolf configurations to make it difficult to wall-dam, but since most of them are made of fixed bodies, it is not impossible to wall-dam, there is a problem in not completely blocking fall accidents.

Therefore, there is a need to improve this.

The present invention has been made to improve the above problems, and is a fence installed on the edge or circumferential surface of a structure such as a bridge, and primarily prevents wall damage through a joint post and a horizontal support having an elastic recovery type bending function, By constructing the joint post so that it is elastically tilted toward the driveway or sidewalk with respect to the support post, it prevents a person from hanging or trying to wall the wall, and secondarily prevents wall wall, and the tilted joint post is restored to its position when external force is removed to increase the height of the fence. The purpose is to provide an articulating fence and its construction method for preventing woldam and immersion using elasticity to maintain the.

The present invention applies the support posts and joint posts arranged in the same column direction to a relatively thin horizontal support member such as piano wire, and installs them to give tension to the water support member, thereby securing the scenery and reducing the wind pressure action. Its purpose is to provide an articulating fence and its construction method for preventing woldam and immersion using elasticity to increase durability by preventing it.

The present invention connects the outermost sides of the joint posts adjacent to each other with a rotary shaft in the axial direction of the joint posts adjacent to each other in the same column direction, and installs the rotary shaft rotatably in the circumferential direction, thereby preventing wall damage and throwing by using elasticity to additionally prevent wall damage. Its purpose is to provide an articulating fence and its construction method.

The articulated fence for preventing woldam and penetration using elasticity according to the present invention includes: a support post provided to be spaced apart by a set interval along one or both edges of the structure; Among the support posts arranged along the same row, a horizontal support member connecting the adjacent support posts to each other; And an articulating wall wall prevention module that extends to each of the adjacent support posts along the same row, tilts in the direction in which a pulling external force acts, and then is elastically guided back to the original position when the external force is removed, thereby preventing wall wall and projection. include

The articulating woldam prevention module, one or a plurality of extending in the axial direction from each of the support post, joint post hinged to the corresponding support post; a lower supporting member provided so as to correspond one-to-one to the joint post on the circumferential surface of the support post; a spring member having one side fixedly connected to the lower supporting member along an axial direction and elastically applying an attractive force or a repulsive force; and an upper supporting member provided on each of the joint posts to correspond to the lower supporting member and elastically supporting or fixedly connecting the other side of the corresponding spring member along an axial direction.

The joint post is formed to be inclined or curved in the inner direction of the structure, characterized in that the rotary shaft is connected so that at least the outermost ones are rotated in the circumferential direction along the axial direction of the joint post adjacent along the same column.

The construction method of the woldam and anti-transmitting joint fence using elasticity according to the present invention includes: a support post installation step of fixing and installing the support post so as to be spaced apart by a set interval along one or both edges of the structure; Joint post connection step of hingeably connecting one or a plurality of joint posts to the support post; And spring installation for connecting one side of the spring member to be elastically supported to the support post and connecting the other side to the corresponding joint post to be elastically supported so as to induce elastic restoration of the joint post inclined in the direction of the pulling external force when the external force is removed. Include steps.

The present invention connects the joint posts adjacent to each other along the same row with a horizontal support member before the support post installation step, or before or after the joint post connection step, and and a wind pressure reducing member installation step of connecting the outermost parts of the joint post with a rotary shaft in the axial direction.

As described above, the articulated fence and its construction method for preventing wall damage and flooding using elasticity according to the present invention are fences installed on the edge or circumferential surface of structures such as bridges, unlike the prior art, with an elastic recovery type bending function. Through the joint post and the horizontal support, it is possible to prevent wall damage primarily, and by constructing the joint post so that it is elastically inclined toward the driveway or sidewalk with respect to the support post, it is impossible to hang on to people or attempt a wall wall, and secondarily prevent wall damage. In addition, the height of the fence can be maintained by restoring the position of the inclined joint post when the external force is removed.

The present invention applies the support posts and joint posts arranged in the same column direction to a relatively thin horizontal support member such as piano wire, and installs them to give tension to the water support member, thereby securing the scenery and reducing the wind pressure action. By preventing it, durability can be increased.

The present invention can additionally prevent wall damage by connecting the outermost parts of each other with a rotary shaft in the axial direction of adjacent joint posts in the same column direction and installing the rotary shaft rotatably in the circumferential direction.

1 is a perspective view showing an initial state of an articulated fence for preventing woldam and projection using elasticity according to an embodiment of the present invention.
Figure 2 is a perspective view showing a woldam preventing state of the articulating fence according to an embodiment of the present invention.
Figure 3 is a rear perspective view showing a state of preventing woldam of the articulating fence according to an embodiment of the present invention.
Figure 4 is a side view showing a state of preventing woldam of the articulating fence according to an embodiment of the present invention.
Figure 5 is an enlarged perspective view of the wall damage prevention module of the articulating fence according to an embodiment of the present invention.
Figure 6 is an exploded perspective view of the wall damage prevention module of the articulating fence according to an embodiment of the present invention.
Figure 7 is an exploded perspective view of the back of the main part of the woldam prevention module of the articulating fence according to an embodiment of the present invention.
8 is a view showing a state in which the joint posts of the woldam prevention module of the articulating fence according to an embodiment of the present invention are connected to each other with an upper horizontal support member.
Figure 9 is a longitudinal cross-sectional view of the woldam prevention module of the articulating fence according to an embodiment of the present invention.
10 is a flow chart showing a method of constructing an articulated fence for preventing woldam and projection using elasticity according to an embodiment of the present invention.
11 is an installation perspective view showing a spring installation step of the construction method of the wall damage prevention module of the articulated fence according to an embodiment of the present invention.

Hereinafter, with reference to the accompanying drawings, an embodiment of an articulating fence and a method of constructing the same will be described using elasticity according to the present invention. In this process, the thickness of lines or the size of components shown in the drawings may be exaggerated for clarity and convenience of description. In addition, terms to be described later are terms defined in consideration of functions in the present invention, which may vary according to the intention or custom of a user or operator. Therefore, definitions of these terms will have to be made based on the content throughout this specification.

1 is a perspective view showing an initial state of an articulated fence for preventing wall-damage and projection using elasticity according to an embodiment of the present invention, and FIG. 2 is a perspective view showing a state of preventing wall-damage of the articulated fence according to an embodiment of the present invention. And, Figure 3 is a rear perspective view showing a state of preventing woldam of the articulated fence according to an embodiment of the present invention.

4 is a side view showing a wall-damage prevention state of an articulating fence according to an embodiment of the present invention, and FIG. 5 is an enlarged perspective view of a wall-damage prevention module of an articulating fence according to an embodiment of the present invention.

6 is an exploded perspective view of the wall fog prevention module of the articulating fence according to an embodiment of the present invention, and FIG. 7 is an exploded perspective view of the main part of the wall wall prevention module of the articulating fence according to an embodiment of the present invention.

8 is a view showing a state in which joint posts of an anti-wolf module of an articulating fence according to an embodiment of the present invention are connected to each other with an upper horizontal support member, and FIG. 9 is an articulating fence according to an embodiment of the present invention It is a longitudinal cross-sectional view of the anti-Woldam module of

Referring to Figures 1 to 9, according to an embodiment of the present invention, the articulated fence 100 for preventing woldam and projection using elasticity is provided in the structure 10 to block the woldam or projection of a person.

At this time, the structure 10 can be applied in various ways such as a bridge or a tower.

For convenience, in the present invention, structure 10 is shown as a bridge. Accordingly, the structure 10 may include a top plate 20 serving as a sidewalk or a driveway, and may include a safety handrail 30 provided along one edge or both edges of the top plate 20 .

In particular, the articulating fence 100 includes a support post 110, horizontal support members 122 and 124 and an articulating wall wall module 130.

The support post 110 is provided spaced apart by a set interval along one side or both sides of the edge of the structure 10 . At this time, when the structure 10 is provided with a safety railing 30, the support post 110 may be fixed to the upper plate 20 of the structure 10 corresponding to the outside of the safety railing 30. Alternatively, the support post 110 may be installed alone on the structure 10 to serve as a handrail.

When the safety handrail 30 is provided in the structure 10, the support post 110 may be coupled in contact with the safety rail to increase the supporting force in the lateral direction.

At this time, the support post 110 can be applied in various shapes and materials, can be fixed to the structure 10 in various ways, and is not limited to the length in the axial direction.

Then, the horizontal support member 122 connects the support posts 110 adjacent to each other among the support posts 110 disposed along the same row. So, this horizontal support member 122 serves to prevent a fall accident to the outside of the structure 10.

At this time, the horizontal support member 122 connecting the support posts 110 adjacent to each other in the same column direction may be applied with a relatively thin piano wire or the like so that the effect on the wind pressure is minimal without impairing the view and scenery. Of course, this horizontal support member 122 can be applied in various shapes and materials.

In addition, the joint type wall wall prevention module 130 is extended to each of the adjacent support posts 110 along the same row, and is elastically deformed in the direction in which a pulling external force acts, thereby serving to prevent wall wall and projection. . That is, by the pulling external force, the articulating wall wall prevention module 130 is elastically deformed, that is, tilted toward the top plate 20 side of the structure 10, thereby inducing the person attempting the wall wall to fall safely toward the top plate 20 side. play a role

In detail, the articulating woldam prevention module 130 includes joint posts 142 and 144, lower supporting members 152 and 154, spring members 162 and 164 and upper supporting members 172 and 174.

The joint posts 142 and 144 extend one or more pieces in the axial direction from each of the support posts 110 and are hingedly connected to the corresponding support posts 110 . For convenience, the joint posts 142 and 144 are provided with two corresponding support posts 110 . That is, the joint posts 142 and 144 are composed of a first joint post 142 and a second joint post 144 hingeably connected to the upper edge or upper end of the support post 110 in the corresponding axial direction.

And, the first joint post 142 is hingedly connected to the corresponding support post 110 by a hinge pin 145, and the second joint post 144 is a corresponding support post 110 by a hinge pin 145 ) is hinged to the At this time, the first joint post 142 and the second joint post 144 may be hingedly connected to the same support post 110 as a hinge pin 145 corresponding one to one, but for convenience, one hinge pin 145 The first joint post 142 and the second joint post 144 are hingedly connected to the corresponding support post 110 at the same time.

Of course, the first joint post 142 and the second joint post 144 may be made of various materials.

In addition, the first joint post 142 and the second joint post 144 may be formed in various shapes, but they are inclined or curved toward the inside of the structure 10, particularly the top plate 20, so that it is difficult for a person to walk. can be formed

In addition, among the support posts 110 adjacent to each other in the same column direction, the second joint post 144 of one support post 110 and the first joint post 142 of the other support post 110 are horizontal It is connected to the support member 124.

That is, all the support posts 110 adjacent in the same column direction or in the same column direction connect the lower horizontal support members 122 .

And, among the support posts 110 adjacent to each other in the same column direction, the second joint post 144 of one support post 110 and the first joint post 142 of the other support post 110 are upper It is connected to the horizontal support member 124. At this time, in the same column direction, the second joint post 144 of one support post 110 and the first joint post 142 of the other support post 110 are placed adjacent to each other while being spaced apart by a set distance. do.

In particular, as described above, the lower horizontal support member 122 and the upper horizontal support member 124 can be applied with a relatively thin material such as piano wire or rope. This is to prevent damage to visual aesthetics, that is, views and scenery, and to withstand wind pressure.

When applied as a relatively thin material, the lower horizontal support member 122 and the upper horizontal support member 124 are plural in the axial direction of the support post 110, the first joint post 142, and the second joint post 144. dogs are placed

At this time, the lower horizontal support member 122 and the upper horizontal support member 124 are arranged side by side at intervals that a person cannot pass through.

In addition, the lower horizontal support member 122 is in a state in which tension is maintained by the tension setting unit 125 at the outermost support posts 110 on both sides of the support posts 110 to be inserted and installed. In this case, the tension setting unit 125 pulls one side and the other side of the lower horizontal support member 122 of one or more strands to the corresponding support post 110 to maintain tension.

In addition, the upper horizontal support member 124 is connected to the tension setting unit 125 with one side inserted into the second joint post 144 of any one support post 110 along the same column direction, and the other side While being inserted into the first joint post 142 of the other support post 110, it is connected to the tension setting unit 125.

For example, the tension setting unit 125 includes a screw member 126, a bracket 127 and a clamping member 128.

Screw members 126 are provided on both sides along the axial direction of the lower horizontal support member 122 and on both sides along the axial direction of the upper horizontal support member 124 . At this time, the screw member 126 may be separately provided and fixed to both side edges of the lower horizontal support member 122 and both side edges of the upper horizontal support member 124, or may be a screw thread formed on its circumferential surface.

The bracket 127 inserts the screw member 126 in contact with the support post 110, the first joint post 142, and the second joint post 144 from which the screw member 126 protrudes outward. Of course, the bracket 127 can be applied in various shapes and materials.

In addition, the clamping member 128 serves to apply tension to the lower horizontal support member 122 and the upper horizontal support member 124 by tightening the corresponding screw member 126 while being supported by the bracket 127. . Of course, the clamping member 128 may clamp the screw member 126 while being supported in direct contact with the corresponding support post 110, the first joint post 142 and the second joint post 144.

Therefore, a person (Woldam attempter) steps on the lower horizontal support member 122 or the support post 110 or the safety railing 30, and the upper horizontal support member 124 and the first joint post 142 and the second joint When one of the posts 144 is pulled toward the inside of the structure 10, that is, toward the top plate 20, the second joint post 144 and the first joint post 142 adjacent in the same column direction are upper horizontal support members. With (124), it is inclined in the direction in which the pulling force acts. This makes it impossible for people to execute the moon wall.

On the other hand, the first joint post 142 and the second joint post 144 maintain an elastically erected state or are elastically restored to the erected state when the pulling external force to the corresponding support post 110 is removed, and the pulling external force When this action is applied, it is tilted in the direction of pulling.

This is to reduce some of the person's willingness to climb the wall by keeping the overall height of the support post 110 and the first joint post 142 relatively high when the pulling external force does not act.

And, this is, when the pulling external force acts, as the first joint post 142 or the second joint post 144 corresponding to the support post 110 is suddenly tilted in the pulling direction, the person trying to talk is embarrassed This is to prevent wall damage by inducing it to fall safely in the direction of the structure 10.

To this end, the articulating wall-damage prevention module 130 includes a first lower supporting member 152, a second lower supporting member 154, a first spring member 162, a second spring member 164, and a first upper supporting member. It includes a member 172 and a second upper supporting member 174.

At this time, in the present invention, the 'pulling direction' is assumed to be the structure 10 direction or the top plate 20 direction.

The first lower supporting member 152 is provided to correspond to the first joint post 142 on the circumferential surface of the support post 110, and the second lower supporting member 154 is provided on the circumferential surface of the support post 110. It is provided so as to correspond to the two-joint post 144. At this time, the first lower supporting member 152 and the second lower supporting member 154 are fixed to the corresponding support post 110 and can be applied in various shapes.

In particular, the first lower supporting member 152 and the second lower supporting member 154 are not limited to positions fixed in the circumferential direction with respect to the corresponding support post 110, but correspond to the outer direction of the structure 10. It is provided on the support post 110. In addition, the first lower supporting member 152 and the second lower supporting member 154 may be located on the upper side of the corresponding support post 110 in the axial direction, that is, adjacent to the hinge pin 145 .

In addition, one side of the first spring member 162 is fixedly connected to the first row supporting member 152 along the axial direction, and elastically applies an attractive force or a repulsive force. In addition, one side of the second spring member 164 is fixedly connected to the second lower supporting member 154 along the axial direction, and elastically exerts attractive force or repulsive force.

For convenience, the first spring member 162 and the second spring member 164 are applied as compression coil springs acting on attractive force.

In addition, the first upper supporting member 172 is provided on each of the first joint posts 142 to correspond to the first lower supporting member 152, and rotates the other side along the axial direction of the corresponding first spring member 162. Elastic support or fixed connection.

Similarly, the second upper supporting member 174 is provided on each of the second joint posts 144 to correspond to the second lower supporting member 154, and rotates the other side along the axial direction of the corresponding second spring member 164. Elastic support or fixed connection.

At this time, the first upper supporting member 172 may support the first spring member 162 so as not to bend in the lateral direction, and the second upper supporting member 174 may prevent the second spring member 164 from bending in the lateral direction. can support you to avoid it. In addition, the first upper supporting member 172 is integrally or detachably coupled to the first joint post 142, and the second upper supporting member 174 is integrally or detachably coupled to the second joint post 144. do. Of course, the first upper supporting member 172 and the second upper supporting member 174 can be applied in various shapes and materials.

Therefore, the second joint post 144 of one support post 110 and the first joint post 142 of the other support post 110 are connected by the upper horizontal support member 124, the upper horizontal support Among the first joint post 142 and the second joint post 144 connected by the member 124, the first joint post 142 is inclined in the direction in which the pulling external force acts, and when the external force is removed, the first spring member 162 The return to the original position is induced so as to be erected with respect to the support post 110, and the second joint post 144 is inclined in the direction in which the pulling external force acts, and the support post 110 is moved by the second spring member 164 when the external force is removed. It is induced to return to the original position so that it is erected against.

Of course, the first joint post 142 and the second joint post 144 connected by the upper horizontal support member 124 rotate in the same direction together.

In addition, the elastic coefficient or elastic value of the first spring member 162 provided between the corresponding first lower supporting member 152 and the first upper supporting member 172 can be adjusted by the elastic force adjusting unit 180, The second spring member 164 provided between the corresponding second lower supporting member 154 and the second upper supporting member 174 may have an elastic modulus or elastic value adjusted by the elastic force adjusting unit 180.

The elastic force control unit 180 may include a pad 182, a screw 184 and a nut 186.

The pad 182 is located above or inside the first lower supporting member 152 and the second lower supporting member 154, and corresponds to one side of the first spring member 162 and one side of the second spring member 164. connect and fix

Further, the screw 184 extends from each of the pads 182, is inserted into the corresponding first row supporting member 152 and the second row supporting member 154, and protrudes downward.

The nut 186 is screwed to the screw 184 protruding downward of the first lower supporting member 152 and the second lower supporting member 154, respectively. In addition, the nut 186 maintains a state in contact with the lower surfaces of the first lower supporting member 152 and the second lower supporting member 154 .

So, according to the direction in which the nut 186 is rotated in the screwed screw 184 while maintaining the state in contact with the lower surface of the first lower supporting member 152, the screw 184 is the corresponding pad 182 Along with the axial direction of the support post 110, it moves to one side (upper side) or the other side (lower side). As a result, the corresponding first spring member 162 is further compressed or relaxed between the corresponding first lower supporting member 152 and the first upper supporting member 172 .

Similarly, according to the direction in which the nut 186 is rotated in the screwed screw 184 while maintaining the state in contact with the lower surface of the second lower supporting member 154, the screw 184 is the corresponding pad 182 Along with the axial direction of the support post 110, it moves to one side (upper side) or the other side (lower side). As a result, the corresponding second spring member 164 is further compressed or relaxed between the corresponding second lower supporting member 154 and the second upper supporting member 174.

In addition, in order to further prevent people from entering the wall, the first joint post 142 and the second joint post 144 adjacent along the same row, that is, any one of the support posts 110 adjacent in the same row direction The second joint post 144 of the support post 110 and the first joint post 142 of the other support post 110 connect the rotary shaft 190 to at least the outermost sides along the axial direction. The rotary shaft 190 has one side rotatably connected to the second joint post 144 of one of the support posts 110 along the axial direction, and the other side to the first joint post of the other support post 110 Rotatably connected to (142). That is, the rotary shaft 190 is rotatably connected to the corresponding second joint post 144 and the first joint post 142 by a bearing 192 .

Accordingly, when a person pulls the rotary shaft 190 and tries to climb the wall, the second joint post 144 to which both sides of the upper horizontal support member 124 and the rotary shaft 190 are connected by the person pulls The first joint post 142 is rotated downward, and the rotary shaft 190 is rotated in the circumferential direction, so that the person who wants to walk the wall acts as the center of gravity of the body in the back direction, so that the top plate 20 of the structure 10 to fall safely. So, Waldam fails.

10 is a flow chart showing a method of constructing an articulated fence for preventing wall damage and flooding using elasticity according to an embodiment of the present invention, and FIG. 11 is a method of constructing a module for preventing wall damage of an articulated fence according to an embodiment of the present invention. It is an installation perspective view showing the spring installation stage.

1 to 11, the construction method of the articulated fence 100 for preventing woldam and projection using elasticity according to an embodiment of the present invention is a support post installation step (S10), joint post connection step (S20), It includes a wind pressure reducing material installation step (S30) and a spring installation step (S40).

The support post installation step (S10) is a process of fixing and installing the support posts 110 so as to be spaced apart by a set interval along one or both edges of the structure 10. At this time, the support post 110 may also be fixedly supported on the existing safety handrail 30 .

The joint post connection step (S20) is a process of hingeably connecting the first joint post 142 and the second joint post 144 to the support post 110 using a hinge pin 145. That is, one support post 110 connects the first joint post 142 and the second joint post 144 in a hinged manner. Of course, the support posts 110 positioned on both outermost sides in the same column direction may include only the first joint post 142 or the second joint post 144 capable of being hinged.

In addition, in the wind pressure reducing member installation step (S30), the second joint post 144 of one support post 110 and the other support post 110 among the support posts 110 adjacent to each other in the same column direction. This is a process of connecting a plurality of upper horizontal support members 124 to the first joint post 142.

In addition, in the wind pressure reducing member installation step (S30), the second joint post 144 of one support post 110 and the other support post 110 among the support posts 110 adjacent to each other in the same column direction. A step of connecting the outermost parts of the first joint post 142 in the axial direction to the rotary shaft 190 may be included.

In the spring installation step (S40), when an external force acting on the first joint post 142 and the second joint post 144 that are connected to the upper horizontal support member 124 and form a pair, the corresponding first joint post 142 is inclined in the direction of the pulling external force. In order to induce elastic restoration of the first joint post 142 and the second joint post 144 when the external force is removed, one side of the spring members 162 and 164 is connected to the corresponding support post 110 so as to be elastically supported, and the other side to the corresponding joint This is a process of connecting to the posts 142 and 144 so as to be elastically supported.

That is, the first lower supporting member 152 is provided to correspond to the first joint post 142 on the circumferential surface of the support post 110, and the second lower supporting member 154 is provided on the circumferential surface of the support post 110. It is provided so as to correspond to the second joint post 144 in.

In addition, the first upper supporting member 172 is provided on each of the first joint posts 142 to correspond to the first lower supporting member 152, and rotates the other side along the axial direction of the corresponding first spring member 162. Elastic support or fixed connection.

Similarly, the second upper supporting member 174 is provided on each of the second joint posts 144 so as to correspond to the second lower supporting member 154, and rotates the other side along the axial direction of the corresponding second spring member 164. Elastic support or fixed connection.

Unexplained reference numerals in FIG. 11 are replaced with those described above.

The present invention has been described with reference to the embodiments shown in the drawings, but this is only exemplary, and those skilled in the art can make various modifications and equivalent other embodiments. will understand Therefore, the true technical protection scope of the present invention should be determined by the claims below.

10: structure 20: top plate
30: safety railing 100: articulating fence
110: support post 122: lower horizontal support member
124: upper horizontal support member 125: tension setting unit
126: screw member 127: bracket
128: clamping member 130: joint type wall damage prevention module
142: first joint post 144: second joint post
145: hinge pin 152: first lower supporting member
154: second lower supporting member 162: first spring member
164: second spring member 172: first upper supporting member
174: second upper supporting member 180: elastic force adjusting unit
182: pad 184: screw
186: nut 190: rotary shaft
192: bearing

Claims (5)

Support posts provided to be spaced apart by a set interval along one or both edges of the structure; Among the support posts arranged along the same row, a plurality of horizontal support members connecting the support posts adjacent to each other; And an articulating wall wall prevention module that extends to each of the adjacent support posts along the same row, tilts in the direction in which a pulling external force acts, and then is elastically guided back to the original position when the external force is removed, thereby preventing wall wall and projection. include,
The articulating woldam prevention module, one or a plurality of extending in the axial direction from each of the support post, joint post hinged to the corresponding support post; a lower supporting member provided so as to correspond one-to-one to the joint post on the circumferential surface of the support post; a spring member having one side fixedly connected to the lower supporting member along an axial direction and elastically applying an attractive force or a repulsive force; And an upper supporting member provided on each of the joint posts to correspond to the lower supporting member and elastically supporting or fixedly connecting the other side along the axial direction of the corresponding spring member,
The joint post is inclined in the direction of the pulling external force, and when the external force is removed, it is induced to return to the original position so as to be erected with respect to the support post,
The elastic modulus or elastic value of the spring member provided between the corresponding lower supporting member and the upper supporting member is adjusted by an elastic force adjusting unit,
The horizontal support member is an articulating fence for preventing wall walls and projections using elasticity, characterized in that the tension is maintained while being pulled by the tension setting unit in the support posts on both outermost sides of the support posts to be inserted and installed.
delete According to claim 1,
The joint post is formed to be inclined or curved in the inner direction of the structure,
At least the outermost ones along the axial direction of the adjacent joint posts along the same column are connected to the rotary shaft so that the rotary shaft is rotated in the circumferential direction.
Support post installation step of fixing and installing support posts so as to be spaced apart by a set interval along one side or both edges of the structure; Joint post connection step of hingeably connecting one or a plurality of joint posts to the support post; And spring installation for connecting one side of the spring member to be elastically supported to the support post and connecting the other side to the corresponding joint post to be elastically supported so as to induce elastic restoration of the joint post inclined in the direction of the pulling external force when the external force is removed. contains steps,
The support post has a lower supporting member, the joint post has an upper supporting member,
Among the support posts arranged along the same row, the adjacent support posts are connected to each other by a plurality of horizontal support members,
In the spring installation step, the elastic coefficient or elastic value of the spring member provided between the corresponding lower supporting member and the upper supporting member is adjusted by an elastic force adjusting unit,
The horizontal support member is a method of constructing a joint fence for preventing wall walls and projections using elasticity, characterized in that the tension is maintained while being pulled by the tension setting unit at the outermost support posts on both sides of the support posts to be inserted and installed.
According to claim 4,
Before the support post installation step, or before or after the joint post connection step, the joint posts adjacent to each other along the same row are connected with a horizontal support member, and the adjacent joint posts Construction method of the wall wall and the anti-entrant joint fence using elasticity, characterized in that it comprises a wind pressure reducing member installation step of connecting the outermost ones to each other in the axial direction of the rotary shaft.

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