KR20120044815A - Belt type glass fiber reinforcements and retaining walls using the same - Google Patents
Belt type glass fiber reinforcements and retaining walls using the same Download PDFInfo
- Publication number
- KR20120044815A KR20120044815A KR1020100106324A KR20100106324A KR20120044815A KR 20120044815 A KR20120044815 A KR 20120044815A KR 1020100106324 A KR1020100106324 A KR 1020100106324A KR 20100106324 A KR20100106324 A KR 20100106324A KR 20120044815 A KR20120044815 A KR 20120044815A
- Authority
- KR
- South Korea
- Prior art keywords
- glass fiber
- support
- horizontal support
- strip
- shaped
- Prior art date
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
- E02D29/0241—Retaining or protecting walls comprising retention means in the backfill the retention means being reinforced earth elements
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/025—Retaining or protecting walls made up of similar modular elements stacked without mortar
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0258—Retaining or protecting walls characterised by constructional features
- E02D29/0266—Retaining or protecting walls characterised by constructional features made up of preformed elements
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/205—Securing of slopes or inclines with modular blocks, e.g. pre-fabricated
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0051—Including fibers
- E02D2300/0053—Including fibers made from glass
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/07—Reinforcing elements of material other than metal, e.g. of glass, of plastics, or not exclusively made of metal
Landscapes
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The present invention relates to a strip-shaped glass fiber reinforcement (10) and a retaining wall structure using the same, the glass fiber sheet 12 is a woven and dense woven glass fiber to have a predetermined width and the glass fiber sheet 12, It may be characterized by having a configuration including a cover 14 of a nylon material wrapping.
The strip-shaped glass fiber reinforcement 10 and the retaining wall structure using the same according to the present invention are excellent in strength and durability, uniformity of bearing force, and has a strong retaining wall structure.
Description
The present invention relates to a strip-shaped glass fiber reinforcement material and a retaining wall structure using the same, and more specifically, to support the wall of the reinforced earth retaining wall by using a strip-shaped glass fiber reinforcement for pulling and supporting one side of the retaining wall or wall, It is related with a retaining wall structure in which the retaining wall is prevented from collapsing.
In general, in the case of supporting a block forming a retaining wall wall using a band-shaped fiber reinforcement, a support wall spaced apart from the rear side of the block by hanging a band-shaped fiber reinforcement on a connecting ring which protrudes from the back of the block. The other end of the band-shaped fiber reinforcement is hung in one end to the connecting ring fixed to the support rod fixed in front of the zigzag continuous installation, and then fill the reinforcement soil between the block and the support wall to form the retaining wall structure.
However, these strip-shaped fiber reinforcement and retaining wall structure has the following problems.
Since the band-shaped fiber reinforcement is supported by the connecting ring protruding from the back surface of each block, a difference occurs in the supporting force for supporting the block by the pulling force when the band-shaped fiber reinforcement is continuously laid in a zigzag. Therefore, there is a problem that the front surface of the retaining wall wall is not evenly formed in the plane.
Then, as time passes, the strip-shaped fiber reinforcement increases due to the continuous load of the block and the reinforcement soil, and thus the retaining wall is broken because the retaining force of the retaining wall is not maintained.
Accordingly, an object of the present invention is to solve the problems of the prior art as described above, and to provide a strip-shaped glass fiber reinforcement and a retaining wall structure using the same supporting force for supporting the block forming the wall of the retaining wall.
Another object of the present invention is to provide a strip-shaped glass fiber reinforcement having excellent strength and durability and a retaining wall structure using the same.
The strip-shaped glass fiber reinforcement according to the present invention for achieving the above object, the glass fiber sheet is densely woven and coated with a glass fiber so as to have a predetermined width, and a cover of nylon material surrounding the glass fiber sheet It is characterized by having a configuration to include.
The glass fiber sheet is formed to have a width of more than 5cm and a tensile strength of 0.5TON or more by forming a glass fiber of more than 1200
The retaining wall structure according to the present invention includes a support wall formed by cutting or filling and having an inclination or verticality, a vegetation block layer formed to be spaced from the support wall, and greening, and across the entire surface of the support wall. A rod-shaped first horizontal supporter to be installed, a rod-shaped second horizontal supporter to be installed across the rear surface of the vegetation block layer, and between the first horizontal supporter and the second horizontal supporter. It includes a strip-shaped glass fiber reinforcement for supporting one side of the vegetation block layer by zigzag connection, characterized in that the support wall and the vegetation block layer is filled with reinforcement soil.
The strip-shaped glass fiber reinforcement is characterized in that it comprises a glass fiber sheet woven tightly to have a predetermined width and the coating is made of a glass fiber sheet and a cover made of nylon covering the glass fiber sheet.
Each of the first horizontal support and the second horizontal support is disposed up and down, and the strip-shaped glass fiber reinforcement includes a first horizontal support and at least one second horizontal support adjacent to the first horizontal support. It is characterized by connecting.
The strip-shaped glass fiber reinforcement and the retaining wall structure using the same according to the present invention have the following effects.
In the retaining wall structure according to the present invention, a rod-shaped first transverse support provided across the front surface of the support wall and a rod-shaped second transverse support provided across the rear surface of the vegetation block layer are provided. And a band-shaped glass fiber reinforcement for supporting one side of the vegetation block layer by zigzag connection between the first horizontal support and the second horizontal support.
The first horizontal support is installed across the front of the support wall, the second horizontal support is installed across one of the rear of the plurality of vegetation blocks.
Therefore, when continuously installing a strip-shaped glass fiber reinforcement in a zigzag between the first cross support and the second cross support, the pulling force is not even applied directly to the block and is evenly distributed by the first cross support and the second cross support. Therefore, the supporting force for supporting the vegetation block forming the wall of the retaining wall has a uniform effect.
In addition, the strip-shaped glass fiber reinforcing material according to the present invention comprises a glass fiber sheet in which the glass fiber is densely woven and coated to have a predetermined width, and a cover made of nylon covering the glass fiber. The glass fiber has less than 5% elongation and is less stretched than other materials such as polyester having 15% or more elongation.
Therefore, the strength and durability is excellent, there is an effect that can continuously support the retaining wall walls without increasing the continuous load of vegetation block and reinforcement soil.
1 is a perspective view showing the configuration of a strip-shaped glass fiber reinforcement according to the present invention.
Figure 2 is a side cross-sectional view showing the configuration of the strip-shaped glass fiber reinforcement according to the present invention.
Figure 3 is a plan view showing a preferred embodiment of the retaining wall structure using a strip-shaped glass fiber reinforcement according to the present invention.
Figure 4 is a side view showing a preferred embodiment of the retaining wall structure using a strip-shaped glass fiber reinforcement according to the present invention.
Figure 5 is a perspective view showing a preferred embodiment of the retaining wall structure using a strip-shaped glass fiber reinforcement according to the present invention.
Hereinafter, a preferred embodiment of the strip-shaped glass fiber reinforcement and the retaining wall structure using the same according to the present invention will be described in detail with reference to the accompanying drawings.
1 to 2 is a view showing the configuration of the strip-shaped glass fiber reinforcement according to the present invention, Figures 3 to 5 is a view showing a preferred embodiment of the retaining wall structure using the strip-shaped glass fiber reinforcement according to the present invention.
As shown in these drawings, the strip-shaped
The
In addition, the
The
The
The
The
Hereinafter, the structure of the retaining wall structure according to the present invention will be described in detail with reference to FIGS. 3 to 5.
The retaining wall structure according to the present invention includes a
The
Since the
On the front surface of the supporting
The first
In addition, the
In addition, the
On the rear surface of the
In more detail, as shown in FIG. 4, the second
And, as shown in Figure 4, the second
A band-shaped
The strip-shaped
More specifically, the strip-shaped
The strip-shaped
That is, the
In addition, the
In addition, the strip-shaped
As shown in FIG. 5, each of the first
That is, one layer of
Accordingly, the strip-shaped
The spaced space between the
On the other hand, one side of the first
The vertical support is provided in plurality so as to be perpendicular to the first
The rights of the present invention are not limited to the embodiments described above, but are defined by the claims, and those skilled in the art can make various modifications and adaptations within the scope of the claims. It is self-evident.
10: strip-shaped glass fiber reinforcing material 12: glass fiber sheet
14
22: first
30: vegetation block layer 32: second horizontal support
34: anchor 40: reinforcement soil
50: vertical support
Claims (5)
A strip-shaped glass fiber reinforcement, characterized in that it comprises a; cover (14) made of nylon wrapping the fiberglass sheet (12).
A strip-shaped glass fiber reinforcing material, characterized in that the glass fiber of 1200tex or more is formed to have a line of 14 lines or more to have a width of 5cm or more and a tensile strength of 0.5TON or more, and coated with a resin.
A vegetation block layer 30 formed to be spaced apart from the support wall 20 and having greening;
A rod-shaped first transverse support 22 installed across the front surface of the support wall 20;
A rod-shaped second transverse support (32) installed across the rear surface of the vegetation block layer (30);
A band-shaped glass fiber reinforcement (10) supporting one side of the vegetation block layer (30) by zigzag connection between the first horizontal support (22) and the second horizontal support (32);
Retaining wall structure, characterized in that between the supporting wall 20 and the vegetation block layer (30) is filled with reinforcement soil (40).
Glass fiber sheet is densely woven so as to have a predetermined width, the glass fiber sheet 12 is made of a coating;
Retaining wall structure characterized in that it has a configuration including; cover 14 of nylon material surrounding the glass fiber sheet (12).
Each of the first horizontal support 22 and the second horizontal support 32 is provided in a plurality up and down,
The strip-shaped glass fiber reinforcement 10 is a retaining wall, characterized in that for connecting each of the first horizontal support 22 and at least one second horizontal support 32 adjacent to the first horizontal support 22. rescue.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020100106324A KR20120044815A (en) | 2010-10-28 | 2010-10-28 | Belt type glass fiber reinforcements and retaining walls using the same |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020100106324A KR20120044815A (en) | 2010-10-28 | 2010-10-28 | Belt type glass fiber reinforcements and retaining walls using the same |
Related Child Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR2020130002909U Division KR20130003008U (en) | 2013-04-15 | 2013-04-15 | Belt type glass fiber reinforcements and retaining walls using the same |
Publications (1)
Publication Number | Publication Date |
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KR20120044815A true KR20120044815A (en) | 2012-05-08 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1020100106324A KR20120044815A (en) | 2010-10-28 | 2010-10-28 | Belt type glass fiber reinforcements and retaining walls using the same |
Country Status (1)
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KR (1) | KR20120044815A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20200099886A (en) * | 2019-02-15 | 2020-08-25 | 대윤지오텍 주식회사 | Fabrication method of strip-type fiber reinforcement for seismic and prefabricated reinforced earth retaining wall |
KR20200099885A (en) * | 2019-02-15 | 2020-08-25 | 대윤지오텍 주식회사 | Seismic and Prefabricated Reinforced Earth Retaining Wall Support Strip Type Fiber Reinforcement |
CN112681604A (en) * | 2020-12-08 | 2021-04-20 | 上海建工五建集团有限公司 | Heat-preservation raw soil wall |
-
2010
- 2010-10-28 KR KR1020100106324A patent/KR20120044815A/en not_active Application Discontinuation
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20200099886A (en) * | 2019-02-15 | 2020-08-25 | 대윤지오텍 주식회사 | Fabrication method of strip-type fiber reinforcement for seismic and prefabricated reinforced earth retaining wall |
KR20200099885A (en) * | 2019-02-15 | 2020-08-25 | 대윤지오텍 주식회사 | Seismic and Prefabricated Reinforced Earth Retaining Wall Support Strip Type Fiber Reinforcement |
CN112681604A (en) * | 2020-12-08 | 2021-04-20 | 上海建工五建集团有限公司 | Heat-preservation raw soil wall |
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