KR101626255B1 - Dyke reinforcement for mounting a holding structure - Google Patents

Dyke reinforcement for mounting a holding structure Download PDF

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Publication number
KR101626255B1
KR101626255B1 KR1020150096838A KR20150096838A KR101626255B1 KR 101626255 B1 KR101626255 B1 KR 101626255B1 KR 1020150096838 A KR1020150096838 A KR 1020150096838A KR 20150096838 A KR20150096838 A KR 20150096838A KR 101626255 B1 KR101626255 B1 KR 101626255B1
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KR
South Korea
Prior art keywords
stiffening
fixing
dike
head member
fastening
Prior art date
Application number
KR1020150096838A
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Korean (ko)
Inventor
박선화
장미나
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박선화
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Priority to KR1020150096838A priority Critical patent/KR101626255B1/en
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Publication of KR101626255B1 publication Critical patent/KR101626255B1/en

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    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00—Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
    • E01F15/02—Continuous barriers extending along roads or between traffic lanes
    • E01F15/04—Continuous barriers extending along roads or between traffic lanes essentially made of longitudinal beams or rigid strips supported above ground at spaced points
    • E01F15/0461—Supports, e.g. posts
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00—Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
    • E01F15/02—Continuous barriers extending along roads or between traffic lanes
    • E01F15/04—Continuous barriers extending along roads or between traffic lanes essentially made of longitudinal beams or rigid strips supported above ground at spaced points
    • E01F15/0476—Foundations
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00—Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
    • E01F15/02—Continuous barriers extending along roads or between traffic lanes
    • E01F15/04—Continuous barriers extending along roads or between traffic lanes essentially made of longitudinal beams or rigid strips supported above ground at spaced points
    • E01F15/0484—Installing; Repairing; Adjusting

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The present invention relates to a pillar reinforcement structure for dyke installation. Specifically, a head member for driving is formed on an upper portion of a pillar reinforcement member to easily drive the upper portion of the pillar reinforcement member to easily embed the pillar reinforcement member in the ground around a dyke to a prescribed depth. A support force of pillars installed on the ground such as soft ground or the like at regular intervals can be greatly improved by a fixing member for connecting and fixing the head member for driving on the dyke to eliminate concern for a pillar bending and snapping out of a road when a vehicle collides with the pillar and efficiently prevent the pillar from being pushed and moved in the soft ground to prevent a vehicle from falling and overturning.

Description

[0001] The present invention relates to a reinforcement structure for a dike,

In particular, since the headrest member is formed on the upper portion of the stiffener, the upper portion of the stiffener can be more easily hammered so that the stiffener can be embedded in the periphery of the dike more easily at a predetermined depth. The holding force of the strut installed at a predetermined interval on the ground such as the soft ground can be further improved by the fixing member connecting and fixing the hitting head member to the dike, The present invention relates to a dike mounting strut reinforcing structure capable of effectively preventing a collapse of the strut in a soft ground and preventing a collapse and an overturning accident of the vehicle in advance .

Generally, a dike is a structure that is formed on a road such as a highway or a national road by being formed into a considerable length having the same cross-section as a roadside barrier or a drainage road.
In addition to absorbing impacts when accidents occur on highway or national roads, such as on the streets around the dyke, the vehicle can prevent the vehicle from falling into a bridge or a cliff, A guard rail for preventing an increase in property damage; In recent years, a deformation model is induced in a reverse trapezoidal shape in the event of a vehicle collision to improve the vertical protection performance of the guard rail, A guide rail for a guard rail is provided for protecting a vehicle from being accidentally fallen into a lane or a ledge on the other side of a guardrail and falling down to a bridge or a cliff. This is disclosed in Korean Registered Utility Model Registration No. 20-0313283 ').
In addition, the collision energy generated in the process of collision of the guard rail with the vehicle is sufficiently dispersed to prevent the collision energy from being transmitted to the support through the metal beam and the blockout, thereby preventing the metal beam or the vehicle from being damaged A guardrail reinforcement structure for restoring the function of the guard rail is proposed in Korean Patent Registration No. 10-1211018 (hereinafter referred to as "Prior Art 2"). There is a bar.
However, in the prior arts 1 and 2, when a vehicle collides with the support due to weak supporting force of the support, the support is bent and it is likely to be bent out of the road. As a result, the vehicle is released from the road. In addition, There is a problem that a phenomenon occurs, causing a vehicle to crash or fall over.
In order to overcome such a problem, the support force of the support rail reinforcing member can sufficiently ensure the support force even in the slope surface embankment, and the guardrail reinforcement structure, which prevents the supporting force of the support from being easily deteriorated, (Hereinafter referred to as " Prior Art 3 ") as disclosed in Korean Patent No. 10-1306577.
However, in the case of the prior art 3, since the thickness of the upper portion of the supporting force reinforcing member embedded in the lower supporting member embedded in the lower supporting member is small, it is difficult to mount the supporting force reinforcing member on the upper portion of the supporting force reinforcing member, There is a problem.

Korean Registered Utility Model Registration No. 20-0313283 Korean Patent Registration No. 10-1211018 Korean Patent Registration No. 10-1306577

SUMMARY OF THE INVENTION The present invention has been made in order to solve the above problems, and it is an object of the present invention to provide a columnar stiffening member having a stiffening head member formed on an upper portion of a stiffener, The supporting member can be more easily embedded at a predetermined depth and the supporting force of the support provided at a predetermined interval on the ground such as the soft ground can be further improved by the fixing member connecting and fixing the hinge head member to the dike In addition, when the vehicle collides with the strut, the strut can be prevented from being bent out of the road, and the pile of the strut can be efficiently prevented from occurring in the soft ground, The present invention has been made to solve the above-mentioned problems occurring in the prior art.

According to an aspect of the present invention, there is provided a stiffener frame comprising: a stiffener frame embedded in a ground in a state where a stiffener is embedded in a ground at a predetermined depth; And a reinforcing wing embedded in the ground; An engaging head member formed on the strut reinforcing member; And a fixing member formed between the dies and the hovering head for fixing the hovering head member to the dike. [5] The guardrail stiffening structure for a dike according to claim 1,

Here, the rear side of the fixing member is disposed on one side and the other side of the heading member so that the front side of the fixing member is rotated in the left and right direction from one side to the other side of the fixing member with respect to the rear side of the fixing member, And is fastened by a fastening member.

It is preferable that a reinforcing rib is formed between a lower portion of the head portion and the upper portion of the stiffening frame.

Furthermore, it is preferable that the fixing bracket, which is received on the inner side of the column, is fastened to the front side of the column reinforcing member by the fastening member.

In addition, a fastening head member in which one side and the other side are respectively fastened and fixed to one side and the other side of the hovering head member by fastening members so as to be positioned between the fixing member and the hovering head member, .

According to another aspect of the present invention, there is provided a stiffener frame, comprising: a stiffener frame embedded in a ground in a state in which a stiffener is embedded at a predetermined depth in a periphery of a dike; and a stiffener frame formed on an outer surface of the stiffener frame, A stiffening member composed of reinforcing wings; And a fixing member formed between the dies and the reinforcing wings for connecting and fixing the reinforcing wings to the dies.

In particular, since the headrest member is formed on the upper portion of the stiffener, the upper portion of the stiffener can be more easily hammered so that the stiffener can be embedded in the periphery of the dike more easily at a predetermined depth. The holding force of the strut installed at a predetermined interval on the ground such as the soft ground can be further improved by the fixing member connecting and fixing the hitting head member to the dike, There is no fear of collapsing the struts out of the road in the event of collision and also effectively preventing the piling of the struts in the soft ground, thereby preventing a fall and an overturning accident of the vehicle.

BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a perspective view schematically showing a dike-mounting stiffening structure according to a first embodiment of the present invention,
Fig. 2 is a perspective view schematically showing a state in which the dike-mounting stiffening structure of the first embodiment is embedded at a predetermined depth in the vicinity of the dike,
3 and 4 are side views schematically showing a process in which a lower portion of the stiffener of the first embodiment is embedded in the vicinity of the dike,
5 is a side view schematically showing a state in which the entire stiffening member of the first embodiment is embedded in the vicinity of the dies,
Fig. 6 is a perspective view schematically showing a dike-mounting stiffening structure according to a second embodiment of the present invention,
FIG. 7 is an exploded perspective view of FIG. 6,
8 to 10 are side views schematically showing a process in which a lower portion of the stiffener of the second embodiment is embedded in the vicinity of the dike,
11 is a side view schematically showing a state in which the entire stiffening member of the second embodiment is embedded in the vicinity of the dies,
12 and 13 are cross-sectional views taken along the line A-A of Fig. 10, schematically showing a state in which the front side of the fixing member is rotationally moved in the lateral direction,
14 is a perspective view schematically showing a dike-mounting stiffening structure according to a third embodiment of the present invention,
Fig. 15 is a perspective view schematically showing a dike-mounting stiffening structure according to a fourth embodiment of the present invention,
Fig. 16 is an exploded perspective view of Fig. 15,
17 and 18 are perspective views schematically showing a dike-mounting stiffening structure according to a fifth embodiment of the present invention,
19 is a side view schematically showing a state in which a lower portion of the stiffener of the fifth embodiment is embedded in the periphery of the dike,
20 is a side view schematically showing a state in which the entire stiffening member of the fifth embodiment is embedded in the vicinity of the dies,
21 is a side view schematically showing a state in which a reinforcing rib is formed between a lower portion of the head member for hunting and an upper portion of the stiffening frame,
22 is an exploded perspective view schematically showing a dike-mounting stiffening structure according to a sixth embodiment of the present invention,
23 is an assembled perspective view of Fig. 22,
24 is a side view schematically showing a state in which a lower portion of the stiffener of the sixth embodiment is embedded in the periphery of the dike,
25 is a side view schematically showing a state in which the entire stiffening member of the sixth embodiment is embedded in the vicinity of the dies,
Fig. 26 is an exploded perspective view schematically showing a dike-mounting stiffening structure according to a seventh embodiment of the present invention,
27 is an assembled perspective view of Fig. 26,
28 is an exploded cross-sectional view schematically showing a dike-mounting stiffening structure according to an eighth embodiment of the present invention,
Fig. 29 and Fig. 30 are coupling sectional views of Fig. 28,
31 is a cross-sectional view schematically showing a state in which an 'H' -shaped column is accommodated in the inside of the column reinforcing member,
32 is a side view schematically showing a state in which the front side of the fixing member is engaged with the dies,
33 is a perspective view schematically showing a dike-mounting stiffening structure according to a ninth embodiment of the present invention.

Hereinafter, preferred embodiments of the present invention will be described in more detail with reference to the accompanying drawings. It is to be understood that the scope of the present invention is not limited to the following embodiments, and various modifications may be made by those skilled in the art without departing from the technical scope of the present invention.

2 is a perspective view schematically showing a state in which the dike-mounting stiffening structure of the first embodiment is embedded in the periphery of the dike at a certain depth; Fig. 3 is a perspective view to be.

As shown in FIGS. 1 and 2, the dike-mounting stiffening structure according to the first embodiment of the present invention can largely include the stiffening member 10, the head member 20, and the fixing member 30.
First, the stiffening member 10 is composed of a stiffening frame 110 and a reinforcing vane 120.
The stiffening frame 110 may be formed as a convex arc or the like in the rear direction of the stiffener frame 110.
The strut reinforcing frame 110 may extend in a vertical direction of the strut reinforcing frame 110 to a predetermined length.
In the inside of the stiffening frame 110, a lower rear side of a column 7 in which a lower portion is embedded at a certain depth is accommodated in a ground 5 such as a soft ground around a dike 3 installed on an expressway or a national road, (5).
The reinforcing vanes 120 are vertically formed on the outer surface of the stiffening frame 110 at regular intervals and embedded in the ground 5 at a predetermined depth together with the stiffening frame 110.
1, the reinforcing vanes 120 are formed on the outer surface of one side of the stiffening frame 110 and the other side of the stiffening frame 110. However, the present invention is not limited thereto, 110, two or more reinforcing vanes 120 may be vertically formed at regular intervals in a direction toward the other side of the stiffening frame 110.
Next, the heading member 20 may be horizontally integrally formed on the upper portion of the stiffening frame 110 of the stiffener 10 by welding or the like.
Next, the fixing member 30 may be formed between the dike 3 and the heading head member 20 to fix the heading head member 20 to the dike 3.
The fixing member 30 includes a rectangular fixing table 30 extending in a longitudinal direction integrally with one side of the hovering head member 20 and the other side of the docking head 3 from the other side of the hitting head member 20 ≪ / RTI >

FIGS. 3 and 4 are side views schematically illustrating a process of embedding a lower portion of the stiffener of the first embodiment in the vicinity of a dike, FIG. 5 is a side view of the stiffener of the first embodiment, And Fig.

3, the lower portion of the guard rail 8 provided on the upper portion of the front side of the strut 7 and the lower portion of the dike 3 (see Fig. 3), while the lower rear side of the strut 7 is housed inside the stiffening frame 110, The fixing member 30 may be positioned between the upper portion of the fixing member 30.
When the worker pushes the hovering head member 20 using the hovering device such as a hammer in a state where the height of the dike 3 is higher than the vertical height of the ground surface 5, A part of the lower portion of the stiffening member 10 can be embedded in the ground 5 at a certain depth.
When the operator uses the hammers such as hammers to hitch the hammering head member 20 in a state where the vertical height of the dies 3 and the vertical height of the ground surface 5 are the same, The entire stiffening member 10 can be completely embedded in the ground 5.
Particularly, when the entire stiffening member 10 is completely embedded in the ground 5, the resistance of the stiffening member 10 to the ground surface 5 can be further enhanced, When the vehicle collides with the vehicle body 7, the struts 7 are not likely to be bent out of the road, and the protrusion of the struts 7 on the ground 5, such as a soft ground, It is possible to prevent fall and rollover accidents in advance.
A part or the whole of the lower portion of the stiffening member 10 is buried in the ground 5 and the front side of the fixing member 30 is seated on the upper surface of the dike 3, The front side can be fixed in a state of being seated on the upper surface of the dike 3 by the position fixing member 9, which can be made of a set anchor, a chemical anchor or an anchor bolt.
The position fixing member 9 may be inserted and fixed at a predetermined depth in the upper portion of the dike 3 while passing through the through hole 310 formed in the front side of the fixing member 30. [
Particularly, the dike 3 is an L-shaped pointing structure made of a concrete material having a substantially same longitudinal cross-section as a boundary stool such as a highway or a highway, The supporting force of the columnar reinforcing member 10 supporting the column 7 and the column 7 of the loading head member 20 can be greatly improved so that the column 7 does not collapse.

FIG. 6 is a perspective view schematically showing a stiffening stiffening structure for a dyke according to a second embodiment of the present invention, and FIG. 7 is an exploded perspective view of FIG. 6. FIG.

Next, a dike-mounting stiffening structure, which is a second embodiment of the present invention, is constructed in the same manner as the first embodiment. In order to smoothly repair and repair the fixing member 30 damaged by an external impact or the like, It is preferable that the rear side of the fixing member 30 is detachably fastened by the fastening member 11 as shown in Fig.
The fastening member 11 may be composed of a fastening bolt 111 and a nut 112.
The rear side of the fixing member 30 is positioned on the upper side of the one side of the hovering head member 20 and the other side of the other side of the hovering head member 20 or the lower side of the one side of the hovering head member 20, The fastening bolts 111 can vertically penetrate the rear side of the fixing member 30 and the one side and the other side of the hovering head member 20 in contact with the lower side of the other head member 20.
The nut 112 may be screwed to a lower portion of the fastening bolt 111.

FIGS. 8 to 10 are side views schematically showing a process of embedding a lower portion of the stiffener of the second embodiment in the vicinity of a dike, and FIG. 11 is a side view of the stiffener shown in FIG. And Fig.

The lower part of the stiffening member 10 of the second embodiment is embedded in the ground 5 at a certain depth as shown in Figs. 8 to 10, or the whole of the stiffening member 10 of the second embodiment 11 can be completely embedded in the ground 5 as shown in Fig.

Figs. 12 and 13 are cross-sectional views taken along the line A-A of Fig. 10, schematically showing a state in which the front side of the fixing member is rotationally moved in the lateral direction.

Particularly, in order to further enhance the supporting force of the stiffening member 10 supporting the lower portion of the strut 7 while the rear side of the strut 7 is housed therein, 13, the front side of the fixing member 30 may be rotated in the left and right direction from one side to the other side of the stiffening frame 110 with reference to the rear side of the fixing member 30.
The supporting force of the stiffening member 10 can be gradually improved as the distance between the front side of the one fixing member 30 and the front side of the other fixing member 30 gradually increases.
The supporting force of the stiffening member 10 may gradually decrease as the distance between the front side of the one fixing member 30 and the front side of the other fixing member 30 is gradually narrowed.
A guide slit 320 can be formed in the front side of the fixing member 30 instead of the through hole 310 and the fixing state of the position fixing member 9 accommodated in the guide slit 320 is loosened The fixing member 30 can be moved back and forth along the guide slit 320 to adjust its position.

14 is a perspective view schematically showing a dike-mounting stiffening structure according to a third embodiment of the present invention.

Next, a dike-mounting stiffening structure according to a third embodiment of the present invention is constructed in the same manner as in the first embodiment, and as shown in Fig. 14, the stiffener frame 110 has a cross- One side of the stiffening frame 110 and the other side of the stiffening frame 110 may be bent to a predetermined length in the forward direction of the stiffening frame 110 so that the stiffening frame 110 can be formed.

Fig. 15 is a perspective view schematically showing a dike-mounting stiffening structure according to a fourth embodiment of the present invention, and Fig. 16 is an exploded perspective view of Fig.

15 and 16, when the cross-sectional shape of the stiffening frame 110 is '┗┛', the cross-sectional shape of the stiffening frame 110 is the same as that of the second embodiment, The other side of the stiffening frame 110 and the other side of the stiffening frame 110 may be formed to have a predetermined length in the forward direction of the stiffening frame 110. [

17 and 18 are perspective views schematically showing a dike-mounting stiffening structure according to a fifth embodiment of the present invention. Fig. 19 schematically shows a state in which a lower portion of the stiffening member of the fifth embodiment is embedded in the periphery of the dike 20 is a side view schematically showing a state in which the entire stiffening member of the fifth embodiment is embedded in the ground surrounding the dies.

17 to 20, the upper and lower lengths of the reinforcement vane 120 are the same as those of the first, second, third, and fourth embodiments, May be formed to be shorter than the vertical length of the stiffening frame 110. It is preferable that the lower portion of the heading member 20 is stably mounted on the upper portion of the reinforcing vane 120, In order to improve the durability of the hovering head member 20, the vertical length of the reinforcing vanes 120 may be the same as the vertical length of the stiffening frame 110.

21 is a side view schematically showing a state where a reinforcing rib is formed between a lower portion of the head member for hunting and an upper portion of the stiffening frame.

Next, in order to further enhance the durability of the hovering head member 20 to the hovering, the hovering head member 20 of the first, second, third, fourth, and fifth embodiments, as shown in Fig. 21, And a reinforcing rib 40 is vertically formed between the lower outer surface of the supporting frame 110 and the upper outer surface of the supporting frame 110.
The reinforcing ribs 40 can be fixed in various manners such as bolt fixing or detachably welded integrally between the lower outer surface of the heading member 20 and the upper outer surface of the stiffening frame 110.
21, one reinforcing rib 40 is formed between the lower outer surface of the hovering head member 20 and the upper outer surface of the stiffening frame 110. However, the present invention is not limited thereto, Two or more of the reinforcing ribs 40 may be vertically formed at regular intervals between the lower outer surface of the member 20 and the upper outer surface of the stiffening frame 110. [

22 is an exploded perspective view schematically showing a dike-mounting stiffening structure according to a sixth embodiment of the present invention, Fig. 23 is an assembled perspective view of Fig. 22, Fig. 24 is a perspective view showing a part of the lower part of the stiffening member of the sixth embodiment, Fig. 25 is a side view schematically showing a state in which the whole of the stiffening member of the sixth embodiment is embedded in the ground surrounding the dies. Fig.

Next, a dike-mounting stiffening structure according to a sixth embodiment of the present invention is constructed in the same manner as in the first, second, third, fourth, and fifth embodiments, and the stiffening member 10, And a fixing bracket 50 accommodating the struts 7 inside thereof may be provided on the front side of the fixing bracket.
The fixing bracket 50 may be integrally welded to the front side of the strut reinforcing member 10 so that the fixing bracket 50 can be welded and fixed integrally to the front side of the strut reinforcing member 10. However, And is fastened to the front side of the reinforcing member 10 by a fastening member 12 so as to be detachable.
The fixing bracket 50 may include a fixed frame 510 and a fixed blade 520.
The fixed frame 510 may be bent in a bow or the like convexly toward the outside of the front side of the strut 7.
And can be received in the lower front side of the strut 7 inside the fixed frame 510.
The fixing vanes 520 are symmetrically formed on one side of the fixing frame 510 and the other side of the fixing frame 510 so that they can be separated from the front side of the reinforcing vanes 120 by the coupling members 12 .
The fastening member 12 includes a fastening bolt 121 passing through the fixing blade 520 and the reinforcing blade 120 horizontally; And a nut 122 screwed to the rear side opposite to the front side of the fastening bolt 121.
24, the fixing bracket 50 may not be embedded in the paper surface 5 but may be positioned at a predetermined height in the upper direction of the paper surface 5. However, as shown in FIG. 25, the fixing bracket 5 The supporting force of the strut 7 of the strut reinforcing member 10 is greatly increased so that the strut 7 is prevented from being damaged by a vehicle impact, Can be prevented from being bent out of the road with higher efficiency.

Fig. 26 is an exploded perspective view schematically showing a dike-mounting stiffening structure according to a seventh embodiment of the present invention, and Fig. 27 is an assembled perspective view of Fig.

Next, a dike-mounting stiffening structure according to a seventh embodiment of the present invention is constructed in the same manner as in the first, second, third, fourth, fifth and sixth embodiments, and as shown in Figs. 26 and 27, Can be bent at a predetermined length in the lower direction of the rear side of the fixing member 30.
The rear side of the fixing member 30 can be detachably fastened to the front side of the reinforcing vane 120 by the fastening member 12 and the fastening bolt 121 of the fastening member 12 And can horizontally penetrate the rear side of the fixing member 30 and the reinforcing vane 120.

Fig. 28 is an exploded cross-sectional view schematically showing a dike-mounting stiffening structure according to an eighth embodiment of the present invention, and Figs. 29 and 30 are engagement sectional views of Fig.

28 and 29, the dike-mounting stiffening structure according to the eighth embodiment of the present invention is constructed similarly to the first, second, third, fourth, fifth, sixth, and seventh embodiments, The fastening head member 60 may be positioned between the head unit 20 and the hovering head member 20.
The fastening head member (60) may be formed symmetrically with the heading member (20).
One side of the fastening head member 60 and the other side of the fastening head member 60 may be welded to one side and the other side of the heading member 20, One side of the fastening head member 60 and the other side of the fastening head member 60 are fastened to the one side and the other side of the heading head member 20 by fastening members 13 It is preferable to be detachably fastened.
One side of the fastening head member 60 and the other side of the fastening head member 60 are respectively engaged with the engaging head member 60 in a state in which the lower front side of the strut 7 is accommodated inside the fastening head member 60, And may be seated on the upper side and the upper side of the other side of the member 20 or may contact the lower side and the lower side of the lower side of the heading member 20.
The fastening member 13 is fastened vertically to one side of the fastening head member 60 and the other side of the fastening head member 60 and to the other side of the fastening head member 20, And the like.
The rear side of the fixing member 30 may be fixedly welded on the upper portion of the coupling head member 60 or in a state of being in contact with the lower portion of the coupling head member 60, The rear side of the fixing member 30 is detachably attached to the fixing member 30 by the fastening member 11 in order to facilitate the smooth replacement and maintenance of the member 30 and the front side of the fixing member 30, .
The fastening bolt 111 of the fastening member 11 vertically penetrates the rear side of the fastening member 30 and the center portion of the fastening head member 60 and the nut 112 can be screwed together.
The rear side of one fixing member 30 is detachably fastened to the fastening head member 60 by the fastening member 11 as shown in FIG. 29, It is needless to say that the rear sides of the plurality of fixing members 30 can be fastened to the fastening head members 60 at a predetermined interval by the fastening members 11, respectively.
The hitching head member 60 can be hammered together with the hovering head member 20 by means of a hanger so that the hanger range on the upper portion of the stiffening member 10 can be widened, The upper portion of the stiffening member 10 can be easily hammered so that the stiffening member 10 can be embedded in the ground 5.

31 is a cross-sectional view schematically showing a state in which an 'H' -shaped column is accommodated in the inside of the column reinforcing member.

31, the support 7 may have a circular cross-section, a circular cross-section, or the like, but the present invention is not limited thereto. As shown in FIG. 31, And a shape steel beam which can be formed by a shape or the like.
The struts 7, which can be formed in a circular shape, an annular shape, or the like in cross-sectional shape, can be accommodated inside the stiffening frame 110, which can be formed in a cross-sectional shape such as a round shape.
The column 7 made of a steel beam beam whose cross-sectional shape can be formed in an 'H' shape or the like can be accommodated in the inside of the column reinforcing frame 110 so that a cross- have.
The shape of the cross section of the stiffening frame 110 is not necessarily formed in an arc shape or a shape such as a ┛ ┛ shape and the stiffener frame 7 is stably accommodated in the inside in accordance with the sectional shape of the stiffener 7 Any shape that can support it is enough.

32 is a side view schematically showing a state in which the front side of the fixing member is engaged with the dies;

Next, when the front side of the fixing member 30 is fixed by the position fixing member 9, as the dike 3 is punctured and damaged by the position fixing member 9, 32, the front side of the fixing member 30 is fixed to the dike 3 as shown in FIG. 32 so that the dike 3 is not damaged and the durability of the dike 3 is not deteriorated, 3).
The fixing member 30 is formed at a front side of the fixing member 30 with a predetermined length in the lower direction of the front side of the fixing member 30 so as to be in contact with the front side of the upper surface of the dike 3, And a locking fixture 320 which is fixed to the front side can be formed.
The present invention constructed as described above is particularly effective when the headrest member 20 is formed on the upper portion of the stiffener 10 so that the upper portion of the stiffener 10 can be more easily driven, 3) The stiffening member 10 can be easily embedded at a predetermined depth in the peripheral ground 5 and the fixing member (not shown) for connecting and fixing the hitching head member 20 to the dies 3 The supporting force of the struts 7 installed at regular intervals on the ground 5 of the soft ground or the like can be further enhanced by the load applied to the struts 7, There is no fear that the vehicle body 7 will be bent out of the road, and the warp phenomenon of the support 7 in the soft ground can be effectively prevented.

33 is a perspective view schematically showing a dike-mounting stiffening structure according to a ninth embodiment of the present invention.

33, in order to reduce the manufacturing cost of the strut reinforcing member 10, the strut reinforcing structure for dike mounting, which is a ninth embodiment of the present invention, is constructed in the same manner as the first to eighth embodiments. The heading member 20 may not be formed on the upper portion of the base 10.
The fixing member 30 of the seventh embodiment may be formed between the dike 3 and the reinforcing vane 120 to connect and fix the reinforcing vane 120 to the dike 3.
The upper surface of the fixing member 30 of the seventh embodiment may be positioned at the upper portion of the reinforcing vane 120 and the upper portion of the fixing member 30 in a state in which the upper surface of the fixing member 30 is level with the upper surface of the reinforcing vane 120 It can be hired with an anti-aircraft.

10; A stiffening member, 20; Head member,
30; Fixed member.

Claims (6)

And a reinforcement blade formed on an outer surface of the support frame and embedded in the ground along with the support frame, the support frame being embedded in the ground in a state where the support is embedded in the inner periphery at a predetermined depth, A support reinforcing member;
An engaging head member formed on the strut reinforcing member;
A plurality of fixing members formed between the head member and the dies;
A fastening head member fastened and fixed to one side and the other side of the hovering head member by fastening members so as to be positioned between the fixing member and the hovering head member;
And a fixing bracket fastened to the front side of the stiffening member by a fastening member and receiving the stiffener inward,
A plurality of the fixing members are fastened to the fastening head member such that the rear sides of the plurality of fastening members are positioned and rotated such that the front sides of the plurality of fastening members are rotated leftward and rightward from one side of the stiffening frame toward the other side, And a plurality of the fixing members are fixed by the position fixing member in a state where the front side of the plurality of fixing members is seated on the upper surface of the dichrobe.
The method according to claim 1,
And a reinforcing rib is formed between a lower portion of the head member and the upper portion of the stiffening frame. delete delete delete delete
KR1020150096838A 2015-07-07 2015-07-07 Dyke reinforcement for mounting a holding structure KR101626255B1 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101707139B1 (en) * 2016-07-05 2017-02-15 정도산업 주식회사 Apparatus for reinforcing guard rail
KR20200095097A (en) 2019-01-31 2020-08-10 유한회사 삼신기업 Reinforcing Device of Post for Guard Rail
KR102325032B1 (en) * 2021-02-18 2021-11-11 (주)연호 Guard rail with post reinforcing means and method for mounting the same

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005076208A (en) * 2003-08-28 2005-03-24 Kyosei Kiko Kk Foundation structure for guardrail
KR101066918B1 (en) * 2011-05-06 2011-09-27 위광수 Fixing device of post for guide rail
KR101191142B1 (en) * 2011-09-16 2012-10-15 위광수 Fixing device of post for guide rail
KR101256889B1 (en) * 2011-07-28 2013-04-22 재 술 나 a pillar support structure for guardrail

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005076208A (en) * 2003-08-28 2005-03-24 Kyosei Kiko Kk Foundation structure for guardrail
KR101066918B1 (en) * 2011-05-06 2011-09-27 위광수 Fixing device of post for guide rail
KR101256889B1 (en) * 2011-07-28 2013-04-22 재 술 나 a pillar support structure for guardrail
KR101191142B1 (en) * 2011-09-16 2012-10-15 위광수 Fixing device of post for guide rail

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101707139B1 (en) * 2016-07-05 2017-02-15 정도산업 주식회사 Apparatus for reinforcing guard rail
KR20200095097A (en) 2019-01-31 2020-08-10 유한회사 삼신기업 Reinforcing Device of Post for Guard Rail
KR102325032B1 (en) * 2021-02-18 2021-11-11 (주)연호 Guard rail with post reinforcing means and method for mounting the same

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