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 PDF

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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
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KR
South Korea
Prior art keywords
glass fiber
support
horizontal support
strip
shaped
Prior art date
Application number
KR1020100106324A
Other languages
Korean (ko)
Inventor
정종근
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정종근
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Priority to KR1020100106324A priority Critical patent/KR20120044815A/en
Publication of KR20120044815A publication Critical patent/KR20120044815A/en

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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/0225Retaining or protecting walls comprising retention means in the backfill
    • E02D29/0241Retaining or protecting walls comprising retention means in the backfill the retention means being reinforced earth elements
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/025Retaining or protecting walls made up of similar modular elements stacked without mortar
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/0258Retaining or protecting walls characterised by constructional features
    • E02D29/0266Retaining or protecting walls characterised by constructional features made up of preformed elements
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • E02D17/205Securing of slopes or inclines with modular blocks, e.g. pre-fabricated
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0051Including fibers
    • E02D2300/0053Including fibers made from glass
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/07Reinforcing elements of material other than metal, e.g. of glass, of plastics, or not exclusively made of metal

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  • 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

BELT TYPE GLASS FIBER REINFORCEMENTS AND RETAINING WALLS USING THE SAME}

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 tex 14 or more, characterized in that the coating by resin.

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 glass fiber reinforcement 10 according to the present invention is composed of a glass fiber sheet 12 woven from glass fiber, a cover 14 made of nylon, and the like.

The glass fiber sheet 12 is formed by weaving a glass fiber into a long band shape. More specifically, the glass fiber sheet 12 is formed to have a glass fiber of 1200 tex or more to form 14 or more blades to have a width of 5 cm or more and a tensile strength of 0.5TON or more.

In addition, the glass fiber sheet 12 is formed by coating the outside with a resin (16). Resin 16 for coating the glass fiber sheet 12 is specifically, PE (polyethylene), acrylic, PVC (polyvinyl chloride) is preferable.

The glass fiber sheet 12 serves to pull and support one side of a block forming a wall of the retaining wall when the retaining wall is constructed. The glass fiber sheet 12 has an elongation of less than 5% and excellent durability and strength as compared to an elongation of 15% or more of the fiber sheet woven with polyester, thereby effectively supporting the wall of the retaining wall.

The cover 14 is provided on the outer side of the glass fiber sheet 12. The cover 14 is made of a nylon material, is formed to surround the outer side of the glass fiber sheet 12. That is, the cover 14, as shown in Figures 1 to 2, is formed in the form of a flat pocket surrounding the outer side of the glass fiber sheet 12.

The glass fiber sheet 12 is inserted into the cover 14, as shown in Figure 1, is wound in a roll form is formed to facilitate movement and storage.

The cover 14 is supported by pulling one side of the block forming the wall of the retaining wall when the retaining wall is constructed, and increasing the frictional force with the reinforcing soil 40 so that the reinforcing soil 40 is supported without slipping down. 12) to reinforce the bearing capacity.

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 support wall 20 having an inclination or verticality, a vegetation block layer 30 formed to be spaced apart from the support wall 20, and a front surface of the support wall 20. A strip-shaped glass connecting the first horizontal support 22 and the second horizontal support 32 installed on the rear surface of the vegetation block layer 30 and the first horizontal support 22 and the second horizontal support 32. Fiber reinforcing material 10 and the like.

The support wall 20 is made of cut or fill, and is formed to have an inclination or vertical. The support wall 20 serves as a base for retaining wall construction, and serves as a support base for supporting one side of the retaining wall when the retaining wall is constructed.

Since the support wall 20 is easily eroded by running water or wind, erosion and settlement are prevented by building the retaining wall on the front surface. That is, the support wall 20 serves as a support base for building the retaining wall while preventing erosion and settlement by the retaining wall.

On the front surface of the supporting wall 20, a rod-shaped first horizontal support 22 is provided. As illustrated in FIG. 3, the first horizontal support 22 is installed horizontally across the front surface of the support wall 20 and is fixed by a plurality of lock bolts 24. And, as shown in Figure 4, the first horizontal support 22, a plurality of up and down are arranged at equal intervals.

The first horizontal support 22 serves to hang and support one end of the strip-shaped glass fiber reinforcement 10 to be described below.

In addition, the vegetation block layer 30 is provided in front of the support wall 20. The vegetation block layer 30 is formed to be spaced apart from the support wall 20 in front of the predetermined distance. The vegetation block layer 30 is formed by stacking a plurality of blocks 31 to form a wall, and protects the flow and wind outside, and serves to prevent the erosion and settlement of the support wall 20 or the soft ground.

In addition, the vegetation block layer 30 is configured to enable vegetation, to form a greenery on the retaining wall to prevent excessive rise of geothermal heat, and to live a variety of organisms between plants to create a nature-friendly environment.

On the rear surface of the vegetation block layer 30, a rod-shaped second horizontal support 32 is provided. As shown in FIG. 3, the second horizontal support 32 is formed horizontally across the rear surface of the vegetation block layer 30 and is fixed by a plurality of anchors 34.

In more detail, as shown in FIG. 4, the second horizontal support 32 protrudes into a '⊃' shape where the other end is bent in a state where one end is fixed to the block 31 of the vegetation block layer 30. Inserted into the bent portion 34a of the anchor 34 to be fixed.

And, as shown in Figure 4, the second horizontal support 32, a plurality of up and down are arranged at equal intervals, and serves to support one end of the strip-shaped glass fiber reinforcement 10 to be described below. .

A band-shaped glass fiber reinforcement 10 is provided between the first horizontal support 22 and the second horizontal support 32. The strip-shaped glass fiber reinforcement 10 is composed of a glass fiber sheet 12, the glass fiber is tightly woven and coated to have a predetermined width, and a cover 14 made of nylon to surround the glass fiber.

The strip-shaped glass fiber reinforcement 10 is zigzag between the first horizontal support 22 and the second horizontal support 32 in a state where the cover 14 is covered on the outer side of the glass fiber sheet 12. Connect.

More specifically, the strip-shaped glass fiber reinforcement 10, as shown in Figure 3, alternately wound around the first horizontal support 22 and the second horizontal support 32, it is provided in a zigzag form Connect between the first horizontal support 22 and the second horizontal support 32.

The strip-shaped glass fiber reinforcement 10 serves to support the vegetation block layer 30 so as not to collapse by keeping the vegetation block layer 30 and the support wall 20 taut.

That is, the glass fiber sheet 12 of the strip-shaped glass fiber reinforcing material 10 is excellent in durability and strength with an elongation of less than 5% so that the block 31 of the vegetation block layer 30 is not collapsed or disturbed. Support.

In addition, the cover 14 of the strip-shaped glass fiber reinforcement 10, reinforces the reinforcement of the glass fiber sheet 12, and increases the frictional force with the reinforcement soil 40 to support the reinforcement soil 40 does not settle.

In addition, the strip-shaped glass fiber reinforcement 10, the strip-shaped glass fiber reinforcement 10 is each of the first horizontal support 22 and at least one second horizontal support adjacent to the first horizontal support (22). Connect (32).

As shown in FIG. 5, each of the first horizontal support 22 and the second horizontal support 32 is provided in plural, and the second horizontal support 32 is a vegetation block layer 30. A total of two are installed, one at the top and one at the bottom of one layer of.

That is, one layer of vegetation block layer 30 is provided with one first horizontal support 22 and two second horizontal support 32, the first horizontal support 22 is adjacent to the second second horizontal It is connected with each of the supports 32.

Accordingly, the strip-shaped glass fiber reinforcement 10 is firmly supported by pulling the upper and lower portions of the block 31 of the vegetation block layer 30 with a uniform force.

The spaced space between the support wall 20 and the vegetation block layer 30 is filled with reinforcement soil 40. The reinforcement soil 40 fills the space between the support wall 20 and the vegetation block layer 30 to support the vegetation block layer 30 so as not to collapse, and the vegetation plant of the vegetation block layer 30 is It provides an environment for rooted growth.

On the other hand, one side of the first horizontal support 22, the vertical support 50 is further provided. The vertical support 50 is installed perpendicular to the first horizontal support 22 in front of the plurality of first horizontal support 22 arranged in a plurality, is fixed by a lock bolt (52).

The vertical support is provided in plurality so as to be perpendicular to the first horizontal support 22, and serves to support in close contact with the front of the first horizontal support 22.

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 cover 20 support wall
22: first horizontal support 24, 52: lock bolt
30: vegetation block layer 32: second horizontal support
34: anchor 40: reinforcement soil
50: vertical support

Claims (5)

Glass fiber sheet is densely woven so as to have a predetermined width, the glass fiber sheet 12 is made of a coating;
A strip-shaped glass fiber reinforcement, characterized in that it comprises a; cover (14) made of nylon wrapping the fiberglass sheet (12).
According to claim 1, wherein the glass fiber 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 support wall 20 formed by cutting or filling and having an inclination or verticality;
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).
The method of claim 3, wherein the strip-shaped glass fiber reinforcement 10,
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).
The method according to claim 3 or 4,
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.
KR1020100106324A 2010-10-28 2010-10-28 Belt type glass fiber reinforcements and retaining walls using the same KR20120044815A (en)

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

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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

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Cited By (3)

* Cited by examiner, † Cited by third party
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

Cited By (3)

* Cited by examiner, † Cited by third party
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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