KR20140053485A - Paramat and waterproofing method using it - Google Patents

Paramat and waterproofing method using it Download PDF

Info

Publication number
KR20140053485A
KR20140053485A KR1020120119446A KR20120119446A KR20140053485A KR 20140053485 A KR20140053485 A KR 20140053485A KR 1020120119446 A KR1020120119446 A KR 1020120119446A KR 20120119446 A KR20120119446 A KR 20120119446A KR 20140053485 A KR20140053485 A KR 20140053485A
Authority
KR
South Korea
Prior art keywords
soil
mat
para
bentonite
grouting
Prior art date
Application number
KR1020120119446A
Other languages
Korean (ko)
Inventor
신순주
Original Assignee
한국파라마운트 주식회사
주식회사 테코이코
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 한국파라마운트 주식회사, 주식회사 테코이코 filed Critical 한국파라마운트 주식회사
Priority to KR1020120119446A priority Critical patent/KR20140053485A/en
Publication of KR20140053485A publication Critical patent/KR20140053485A/en

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D19/00Keeping dry foundation sites or other areas in the ground
    • E02D19/06Restraining of underground water
    • E02D19/12Restraining of underground water by damming or interrupting the passage of underground water
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/12Consolidating by placing solidifying or pore-filling substances in the soil
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00Geometrical or physical properties
    • E02D2200/12Geometrical or physical properties corrugated
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0004Synthetics
    • E02D2300/0025Adhesives, i.e. glues
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0075Textiles
    • E02D2300/0076Textiles non-woven
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0085Geotextiles
    • E02D2300/009Geotextiles with multi-layer structure
    • E02D2300/0092Geotextiles with multi-layer structure including a liquid tight layer
    • E02D2300/0093Geotextiles with multi-layer structure including a liquid tight layer including bentonite

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Structural Engineering (AREA)
  • Paleontology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • Agronomy & Crop Science (AREA)
  • Soil Sciences (AREA)
  • Revetment (AREA)

Abstract

The present invention forms a water wall leading to a grouting wall, a bentonite mixed soil, and a para mat to simultaneously receive a ground sheet such as a dam, a bank, More specifically, a grouting wall is installed at a predetermined depth on a paper board, a bentonite mixture soil is installed while a para mat is installed on the upper side of a installed grouting wall, and a parat mat embedded in a bentonite mixture soil is purchased at the top of the constructed bentonite mixture soil, The soil is sandwiched between the bentonite mixed soil and the paratmat embedded in the bentonite mixed soil so that the parapet embedded in the bentonite mixed soil is continuously fed, A grouting wall is installed at a certain depth from the bentonite mixture soil to a predetermined depth, the grouting wall and the para mat are integrally connected to each other, or the paper mat and the embankment are jointed together. The para mat may be woven on one surface of a membrane, One of the nonwoven fabric and the film is fused, And an adhesive, needle punching, staple punching, and laminating to one of sewing the upper one of the non-woven fabric, woven fabric, the film is welded to the heating, bonding, needle punching, characterized in that added to the stacked order of the re-one of the staple punching, sewing.

Description

[0002] Para mat and waterproofing method using it [

The present invention relates to parametrics and ordering methods using them. More specifically, the present invention relates to a grouting wall, a bentonite mixture soil, a para mat and an ordering method using the same.

Generally, dams, levees and debris are mainly used to catch water. Generally, dams, levees and volcanic rocks are covered with gypsum at the top of the ground. In such a case, it is difficult to simultaneously receive the paper sheet and the embankment sole, and the embankment of the embankment is installed on the upper side of the embankment, and grooves of the embankment and the embankment are installed on the upper side of the embankment. In this case, the cost is excessive and the grouting is poorly applied to the embankment so that the water quality becomes poor.

Accordingly, the present invention has devised a method in which a water wall leading to a grouting wall, a bentonite mixed soil, and a para mat is formed to receive a dam, a bank, a garbage can, and the like.

A problem to be solved by the present invention is to form a water wall leading to a grouting wall, a bentonite mixed soil, and a para mat to simultaneously obtain a ground layer such as a dam, a bank, More specifically, a grouting wall is installed at a predetermined depth on a paper board, a bentonite mixture soil is installed while a para mat is installed on the upper end of the installed grouting wall, and a parat mat embedded in the bentonite mixture soil is continuously supplied to the top of the bentonite mixture soil. The bentonite mixed soil is applied while the parapet is being inserted into the excavated ground sheet and the parapet embedded in the bentonite mixed soil is continuously fed to the top of the mixed bentonite soil to fill the soil, A grouting wall is provided at a certain depth from the mixed soil to the ground, and the grouting wall and the para mat are integrally connected to each other, or the ground and the embankment are joined together.

In view of this, the present invention is characterized in that a grouting wall is installed at a predetermined depth on a paperboard, a bentonite mixture soil is installed while a para mat is installed on the upper end of the installed grouting wall, and a para mat embedded in the bentonite mixture soil Bentonite mixed soil is constructed by embedding soil sand into soil or excavating ground plank and buying para mat into excavated soil board. The parat mat embedded in bentonite mixed soil is purchased at the top of the mixed bentonite soil, The grouting wall and the para mat are integrally connected to each other or the grooved wall and the embankment are jointed together by installing the grouting wall at a predetermined depth from the bentonite mixed soil thus constructed, Woven fabric on the surface, nonwoven fabric, film Wherein one of the nonwoven fabric, the woven fabric, and the film is laminated on one of the one of a melt adhesion, a heating, an adhesion, a needle punching, a stapler punching and a sewing, , And the paramet is to be embodied as one of fold, double, or multiple folds in the form of a vertical type, an inclined type, a bent type, a zigzag type, a jet type, an S type and a wave type.

The present invention provides a simple and inexpensive watertight wall in which grouting walls, bentonite mixed soil and para mat are connected to each other, and the ground and the embankment can be simply and easily obtained at the same time , A vertical order method for vertically ordering a mat type paramatard which has no independence, and has the effect of providing various three-layer structure parametes.

Fig. 1 is a schematic diagram showing grouting wall installation, bentonite mixed soil construction, soil embankment, and para-mat embedding according to the present invention
Fig. 2 is a schematic view showing the installation of the bentonite mixed soil, the soil embankment, the embroidering of para-mat, and the installation of the grouting wall according to the present invention
3 is a schematic view showing that a para mat according to the present invention is installed in a vertical shape;
Fig. 4 is a schematic view showing that the para mat according to the present invention is installed in an inclined shape
Fig. 5 is a schematic diagram showing that the para-mat according to the present invention is installed in the form of an S-
Fig. 6 is a schematic view showing a connection portion or a joint portion of the para mat according to the present invention. Fig.
Fig. 7 is a cross-sectional view showing a connecting portion or a joint portion of a para mat according to the present invention
Fig. 8 is a schematic view showing a para mat according to the present invention
9 is a schematic view showing the grouting wall, bentonite mixed soil, construction of soil-covered soil, and embedding of para mat according to the present invention
10 is a schematic view showing a grouting wall, a bentonite mixed soil, a construction of a soil-covered soil and embedding a para mat according to the present invention
11 is a schematic view showing a grouting wall, a bentonite mixed soil, a construction of a soil embankment and embedding of para mat according to the present invention
12 is a schematic view showing a grouting wall, a bentonite mixed soil, a construction of a soil embankment and embedding of a para mat according to the present invention
13 is a photograph showing the grouting of the paperboard according to the present invention
14 is a photograph showing the ground clearance of the upper end of the grouting wall according to the present invention
15 is a photograph showing the production of the bentonite mixture according to the present invention
16 is a photograph showing the placement and compaction of bentonite mixed soil according to the present invention
17 is a photograph showing a para-mat installation according to the present invention
18 is a photograph showing the soil-covered soil according to the present invention
19 is a photograph showing the soil compaction according to the present invention
Fig. 20 is a photograph showing the soil-added filler according to the present invention
Figure 21 is a photograph showing the connection of the para-mat connection or the joint tape according to the present invention
22 is a photograph showing a heat-melt connection of a para-mat connection part or a joint part according to the present invention

The present invention forms a water wall leading to a grouting wall, a bentonite mixed soil, and a para mat to simultaneously receive a ground sheet such as a dam, a bank, More specifically, a grouting wall is installed at a predetermined depth on a paper board, a bentonite mixture soil is installed while a para mat is installed on the upper side of a installed grouting wall, and a parat mat embedded in a bentonite mixture soil is purchased at the top of the constructed bentonite mixture soil, The soil is sandwiched between the bentonite mixed soil and the paratmat embedded in the bentonite mixed soil so that the parapet embedded in the bentonite mixed soil is continuously fed, A grouting wall is installed at a certain depth from the bentonite mixture soil to a predetermined depth, the grouting wall and the para mat are integrally connected to each other, or the paper mat and the embankment are jointed together. The para mat may be woven on one surface of a membrane, One of the nonwoven fabric and the film is fused, Wherein one of the nonwoven fabric, the woven fabric, and the film is laminated on one of the laminate, the adhesive punching, the needle punching, the stapler punching, and the stitching and the upper part is further laminated with one of the fusing, heating, bonding, needle punching, stapler punching, And is embodied as one of a fold, a fold, a zigzag, a jet, an S, and a wavy shape in one, two, or multiple folds. BRIEF DESCRIPTION OF THE DRAWINGS Fig.

Claim 1 is directed to a paramat mat characterized in that the paratmat is installed vertically in the ground so that the flow in the horizontal direction is interrupted, waterproofed or cut off, and a method of ordering using the same. This is characterized in that the para mat is installed in the vertical direction in the ground so as to interrupt or interrupt horizontal flow in the horizontal direction. It is difficult to vertically install a parat mat as a mat type car liner which has no self-supporting property. In this case, the parat mat is installed vertically so as to cool or waterproof or block the flow in the horizontal direction.

Claim 2 is a parat mat characterized by forming a water wall leading to a grouting wall, a bentonite mixed soil, and a parat mat and watering or watering the parat mat, and a water receiving method using the parat mat. This can be achieved by constructing a grouting wall in the lower part of a structure, a facility, a dam, a bank, an embankment, a parapet, a cage, a landfill or the like, constructing a bentonite mixture soil between a grouting wall and a para mat, , A parasitic membrane, a cage, a landfill or the like is installed, and a parapet is installed therein to form a water wall leading to a grouting wall, a bentonite mixed soil, and a para mat, thereby watering or watering.

According to a third aspect of the present invention, in forming a water wall vertically, a vertical lower portion is formed as a grouting wall, a vertical upper portion is provided with a para mat, a bentonite mixture soil is formed between the grouting wall and the para mats to form a grouting wall, a bentonite mixed soil, And a vertical method according to the present invention. In forming the water wall in a vertical direction, a vertical lower portion is formed as a grouting wall, a vertical upper portion is provided with a para mat, a bentonite mixture soil is formed between the grouting wall and the para mats to form a water wall leading to a grouting wall, bentonite mixed soil, And to take a vertical order. Where the top of the vertical represents the top of the grouting wall. In addition, it is difficult to vertically install a parat mat as a mat type car lumber which has no self-supporting property. In this case, the parat mat is vertically installed to vertically order a horizontal flow so as to cool, waterproof or shut off.

Claim 4 is characterized in that a parapet is installed in the embankment while the embankment for one of the dam, the bank, and the parasitic membrane is formed, and the embankment is removed by the para mat or the grout is grouted, and one of the dam, the embankment, The parapet is installed inside the embankment while the embossed floor is formed, and the grooved wall is formed by the grouting wall and the embankment is taken by the parapet. Generally, in case of dam, bank, and debris, the embankment of the dam, the bank, and the debris flow is required to prevent the water from flowing out. Therefore, the parapet is installed inside the embankment while the embankment for one of the dam, the embankment and the parasitic membrane is formed, and the embroidered part is acquired by the para mat. If necessary, grouting is applied to the lower part of the dam, embankment, and parasitic membrane, and the parapet is applied to the grouting wall and the embankment.

Claim 5 is a method for producing a parapet comprising a parapet in which a woven or nonwoven fabric is laminated on one surface of a membrane, a film or a vinyl, and a nonwoven fabric or woven fabric is further laminated on the laminated fabric, , A cage and a landfill are installed on the surface or inside of the medium. A grouting wall is installed at a predetermined depth below the installed para-mat, a bentonite mixture soil is applied between the installed para-mat and the grouting wall, A para mat, a bentonite mixture soil, and a grouting wall to form a water wall, and a method of ordering using the same. The installation of para-mat on the surface of one of the structures, facilities, dams, banks, embankments, cullet, cage, One of which is to be laid on the surface of the medium. It is one of the excavation installation method and the embankment installation method that the parapatum is installed inside a medium such as a structure, a facility, a dam, a bank, an embankment, a parlor, a cage, a cage or a landfill. , The embankment, the embankment, the debris, the cage, and the landfill. One of the media is excavated, the paramat is installed in the vertical direction with respect to the excavation site, and then the excavated part is recharged to form a structure, a facility, a dam, A parapet is installed inside the medium of one of the media, the cage, and the landfill. The method of installing the embankment is to construct a medium to construct a medium such as a structure, a facility, a dam, a bank, a clay body, In parallel with the embankment, the parat mat is embedded in the interior of the embankment in a vertical direction, and the structure, facilities, embankment, embankment, clay, cage, It is to install a mat.

[6] The method of claim 6, wherein a grouting wall is provided on the paperboard, and a para mat is provided on the inside or the surface of the embankment while the embankment is formed on the upper surface of the grouting wall. Alternatively, And the grouting wall and the para mat are integrally connected to each other, or the ground board and the embankment are jointed together, and a method of ordering using the same. This is accomplished by installing a grouting wall on the ground and installing a para mat inside the embankment so that it is connected to the grouting wall while the embankment is placed on the top of the installed grouting wall or the para mat is installed inside the embankment while the embankment is formed on the ground, And a grouting wall is provided to be connected to the parapet so that the grouting wall and the para mat are integrally connected to each other or the parapet and the embossing are simultaneously applied. In this case, the grouting wall and the para mat are connected to each other so that the para mat is in contact with the upper or a part of the grouting wall, so that the grouting wall and the para mat are integrally connected to each other. In other words, grouting wall is installed on the ground, para mat is installed on the ground, and the parat mat is connected to the upper or part of the grouting wall, so that the grouting wall and the para mat are integrally connected to each other. The matted parts of the mat are joined together.

According to a seventh aspect of the present invention, there is provided a method for manufacturing a bentonite composite soil, comprising the steps of: providing a grouting wall at a predetermined depth in a paperboard; installing a bentonite mixture soil on an upper surface of the installed grouting wall; (5) to the top of the mixed bentonite soil so that the parapet buried in the bentonite mixed soil is continuously buried in the embankment while the soil is settled, or the ground panel (1) is excavated, The paratte (4) is buried in the bentonite mixed soil while the bentonite mixed soil (3) is applied to the excavated ground, the soil is put on the top of the mixed bentonite soil, The embedding of the para mat embedded in the bentonite mixture soil into the inside of the embankment is continued, The grouting wall 2 may be provided at a predetermined depth from the bentonite mixture soil to a certain depth so that the grouting wall 2, the bentonite mixed soil 3 and the para mat 4 are integrally connected to each other or the ground sheet 1 and the embankment (5) at the same time, and a method of ordering using the same. In this case, it is difficult to install the parat mat vertically in the bentonite mixed soil and the soil sand so as to vertically install the parat mat so that the horizontal flow is interrupted, waterproofed or blocked . Here, the bentonite mixed soil is a clayey mixed soil mixed with bentonite and ground sheet, and the mixed amount of bentonite is in the range of 1 to 40% by weight with respect to the ground sheet. Here, the bentonite mixed soil serves as a bridge connecting the grouting wall and the para mats so that the connection part has water repellency. Here, the purchase of para-mat is purchased in one of vertical, inclined, bent, zigzag, S-shaped, and wave-shaped. Here, the vertical type is embedded in a vertical or vertical direction with respect to the vertical direction, the inclined type is inclined with respect to the vertical direction, and the bent type is a certain portion of the para mat is embedded in the vertical direction at least once, The zigzag type is such that the para mat is embedded in a zigzag shape in the vertical direction, and the jet type is embedded in the jet (Z) type in the vertical direction. In the S type, And the wave type is embedded in a form in which the para mat is wavy in the vertical direction.

According to the eighth aspect of the present invention, the grouting wall 2 is installed at a predetermined depth in the paperboard 1, the ground sheet at the upper end of the installed grouting wall is excavated to a certain depth, the bentonite mixed soil 3 is applied to the excavated portion, (5) is embedded in the bentonite mixture soil, the soil is formed on the top of the bentonite mixture soil, and the parapet embedded in the bentonite mixture soil is filled in the clayey soil Or the parapet 4 is buried in the bentonite mixed soil while the bentonite mixed soil is being applied to the excavated part, and the parapet 4 is buried in the bentonite mixed soil, (5) on the top of the bentonite mixture soil, and the parasites embedded in the bentonite mixture soil And the grouting wall 2 is installed at a predetermined depth from the bentonite mixed soil which is the lower end portion of the embroidered para mat to a predetermined depth. The para mat may be a vertical type, an inclined type, a bent type, a zigzag type, S, and wavy. In the embedment of the para-mat in the bentonite mixture soil, the bentonite mixture soil is alternately installed and embedded in the left and right sides of the para mat, The embroidering board 1 and the embankment 5 are sandwiched between the grouting wall 2 and the bentonite mixture 3 in the interior of the parapet. And a parameter mat (4) are integrally connected to each other. A method of manufacturing a bentonite-mixed soil according to the present invention comprises the steps of: excavating a ground plate (1) to a predetermined depth, placing a bentonite mixed soil (3) on the excavated part, (5), embedding the parapet embedded in the bentonite mixed soil into the inside of the embankment while filling the soil with embankment, continuously feeding the bent parquet from the bentonite mixed soil, which is the lower end of the embroidered parapet, 2) is installed and the grouting wall is installed in it, the grouting device is placed on the upper part of the completed soil to be grouted and grouting is carried out. The soil sand is not subjected to grouting but passes through the boring machine only. Grouting is performed only at a certain depth below the ground level A grouting wall is installed from the bentonite mixture soil to the following ground boards.

According to a ninth aspect of the present invention, there is provided a method for constructing a grouting wall, comprising the steps of: grouting a ground sheet to form a grouting water wall; arranging a ground sheet to expose an upper end of the grouting water wall; A step of embedding the soil so that the parapet buried in the bentonite mixed soil continues to be buried in the soil clay so as to form the clay soil on the upper part of the mixed bentonite soil, or the step of excavating the ground floor, A step of constructing a bentonite mixed soil so as to fill the paratmat in the construction of the mixed soil, a step of embedding the soil so that the paratte embedded in the bentonite mixed soil continues to be buried in the soil- The And a step of installing a grouting wall so that the upper end of the grouting wall is embedded in the bentonite mixed soil when the grouting wall is installed at a predetermined depth in the ground sheet under the mixed soil of tonnite, and the para mat is one-, two- or multi- Wherein the bentonite mixture is a mixture of bentonite and bentonite, and the bentonite mixture is a mixture of bentonite, bentonite, para-bentonite, bentonite, And the mats are interconnected to form a water wall from the lower end of the grouting wall to the upper end of the para mat, and a method of ordering using the same.

According to a tenth aspect of the present invention, a grouting apparatus is mounted on a paperboard, and a boring machine is used to insert a grouting material into a depth of the paperboard by using a boring apparatus to form a grouting wall. And a paratmat is first laid on the central part of the bentonite mixture soil (the mark (1) in FIG. 9), and the first installed parachute A bentonite mixed soil is applied to the upper part of the mat, and a para mat is secondarily laid on the surface of the bentonite mixed soil so that the first placed paratmat is connected to the surface of the secondarily mixed bentonite mixed soil (② mark in FIG. 9) And the open space of the para-mats installed in the second stage, and the soil-covered soil was first applied to the upper part of the bentonite mixed soil, The para mat is laid three times so that the para mat is secondarily laid on the surface of the soil clay soaked (③ symbol in Fig. 9), and between the upper part of the bentonite mixed soil and the second laid para mat open space, And the parasitic mat was installed on the upper surface of the second soil layer so as to form a third layer on the surface of the third layer of the soil layer ④ marking), the fourth soil construction is constructed between the top of the first soil construction and the fourth construction of the Para mat open space, the fifth construction is carried out on the fourth soil layer, the fifth soil layer (5) in FIG. 9) so that the para-mat laid on the surface of the clay soil is connected to the surface of the clay so that the clay soil is sandwiched between the top of the clay soil and the open- Car construction, grouting wall, bentonite mixture soil, Or the parapet is buried, or the paperboard is excavated to a certain depth using the example of FIG. 10, the bentonite mixed soil is firstly applied to the excavated portion, and the center surface of the bentonite mixed soil The mat is first laid (the mark (1) in Fig. 10), and a bentonite mixed soil is applied between the upper part of the bentonite mixed soil firstly and the second laid paraded mat open space. Then, (3) in FIG. 10) so that the para mat is secondarily laid on the surface of the first soil sand so as to form a second mat, In the second phase, the soil is sandwiched between the para-mat open space and the third soil is laid on top of the second soil, and the third laid on the surface of the third soil. The mats are laid four times (④ in Fig. 10), and the fourth soil is laid between the top of the first soil laid and the fourth laid parad mat open space. (5 ⑤ in FIG. 10) so that the para mat is installed on the surface of the fifth soil layer and the fourth layer is laid on the surface of the fifth soil layer, And the grouting device is placed on the top of the sixth soil to be sanded. After the boring machine penetrates through the soil to be sanded by using the immersed grouting device, the soil is moved from the bentonite mixed soil to a certain depth of the ground surface The grouting wall is installed to form the grouting wall, the bentonite mixed soil, the soil-covered soil, and the paratmat, so that the grouting wall 2, the bentonite mixed soil 3 and the para mat 4 are integrally connected (1) and a fillet (5) at the same time, and a method of ordering using the same.

11, a grouting apparatus is mounted on a paperboard, and a boring machine is used to insert a grouting material to a predetermined depth of a paperboard to install a grouting wall, and a paper sheet of an upper end of the installed grouting wall It was excavated at a certain depth, and the bentonite mixture soil was firstly applied to the excavation section, and the bentonite mixture soil was applied to the upper part of the bentonite mixture soil secondarily and thirdly, The para-mat ③ is purchased while the soil sand is applied to the upper part of the bentonite mixed soil, and the para mat ④ is purchased while the soil sand is applied to the upper and lower side of the first and second sand- The fifth and sixth soil construction works were carried out on the upper part of the car and the fourth soil construction, and the para-mat ⑤ was purchased, and the seventh and eighth construction were carried out on the fifth and sixth soil layers, respectively. The ground surface is installed at the 9th and 10th places on the top of the 7th and 8th earths, and the ground sheet is excavated to a certain depth using the example of FIG. 12, Bentonite mixed soil is firstly applied, and the bentonite mixed soil is applied to the upper part of the primary mixed bentonite soil second and third, and the para mat ① and ② are embedded. , The para mats ③ are purchased while the second construction is carried out, the para mats ④ are purchased while the third and fourth soil sand is applied to the top of the first and second sandy clay soils, and the third and fourth sandy clay soil It is the fifth and sixth construction of the eutosa embankment, and the para mate ⑤ is purchased. The seventh and eighth construction of the earthen earth is applied to the topsoil of the fifth and sixth soil, In the upper part of the sandy soil, The parat mat ⑦ is embedded in the soil, the grouting device is placed on the top of the soil 10, and the boring machine penetrates through the soil to the soil using the immersed grouting device, then the grouting material is injected from the bentonite mixed soil to a certain depth of the ground surface Wherein the grouting wall is provided so that the grouting wall 2, the bentonite mixture soil 3 and the para mat 4 are integrally connected to each other or the ground sheet 1 and the embankment 5 are received simultaneously. And an ordering method using the same.

Claim 12 is a kind of waterproofing or waterproofing material, wherein one (11) of woven fabric, nonwoven fabric or film is laminated on one surface of a membrane, a film or a vinyl by fusing, heating, bonding, needle punching, stapler punching, And one of the nonwoven fabric, the woven fabric and the film is further laminated on the upper surface thereof with one of a fusion, heating, adhesion, needle punching, stapler punching and sewing. One of the films is laminated, and one of the nonwoven fabric, the woven fabric and the film is laminated on the upper surface thereof. The woven fabric is laminated on the membrane surface, and the nonwoven fabric is laminated on the membrane surface. The nonwoven fabric is laminated on the membrane surface, A laminate of woven fabrics on the membrane surface and an additional layer of film on top of the membrane, a nonwoven fabric laminated on the membrane surface, A film is laminated on the surface of the membrane and an additional layer of woven fabric is laminated on the surface of the membrane, a film is laminated on the membrane surface, and a nonwoven fabric is further laminated on the membrane surface, a woven fabric is laminated on the film surface, A nonwoven fabric is laminated on the upper surface of the film, a woven fabric is further laminated on the upper surface of the film, a woven fabric is laminated on the film surface, a film is further laminated on the film surface, a nonwoven fabric is laminated on the film surface An additional layer of film on top thereof, a film laminated on the film surface and a further layer of woven fabric on top of it, a film laminated on the film surface and a further layer of nonwoven fabric on top of it, A nonwoven fabric is laminated on the vinyl surface, a nonwoven fabric is laminated on the vinyl surface and a woven fabric is further laminated on the vinyl surface, a woven fabric is laminated on the vinyl surface A film is further laminated on the vinyl surface, a film is laminated on the vinyl surface and a film is further laminated on the vinyl surface, a film is laminated on the vinyl surface and a woven fabric is further laminated on the vinyl surface, And a non-woven fabric is further laminated on the top of the non-woven fabric. Here, the fusion is a process of melting at least one of the upper and lower materials to be laminated, and heating is performed by attaching heat to at least one of the upper and lower materials to be laminated, and the adhesive is applied by applying an adhesive between the upper and lower materials to be laminated, The punching is to attach the upper and lower materials to be stacked to each other by punching with the needles, and the stapler punching is to attach the upper and lower materials to be laminated by punching them with a stapler.

[13] The method of any one of claims 1 to 12, wherein the para mat is a kind of car wash or waterproofing material, and one of the woven fabric, the nonwoven fabric, and the film is fused to one surface of the membrane, Wherein one of the nonwoven fabric, the woven fabric, and the film is further laminated on one of the laminate, the adhesive punching, the needle punching, the stapler punching, and the stitching, And an ordering method using this.

[14] The method of any one of claims 1 to 13, wherein the para mat is selected from the group consisting of bentosite, bentotex, bentomat, bentonite mat, bentonite sheet, civil engineering resin clay liner, GCL (geosynthetic clay liner) Characterized in that it is one of a polymer composite sheet, a vinyl sheet, a polyethylene sheet, a PVC sheet, a membrane, a membrane sheet, a film, a vinyl sheet, a bituminous sheet, a waterproof sheet, a waterproof sheet, Mat and order method using the same.

[15] The method of any one of claims 1 to 14, wherein the paramat mat is replaced with another carmat and the other carcass is selected from the group consisting of bentosite, bentex, bentomat, bentonite, bentonite, Synthetic resin clay liner, GCL (geosynthetic clay liner), asphalt sheet, polymer composite sheet, vinyl sheet, polyethylene sheet, PVC sheet, membrane, membrane sheet, film, vinyl, bituminous sheet, order sheet, waterproof sheet, Order plate, and waterproof plate, and a method of ordering using the same.

[16] The method of any one of claims 1 to 15, wherein the para mat has a predetermined width and length or is made of a roll product, and the para mat exceeds a predetermined width and length, The parapets are connected to each other so as to be longer than a predetermined width and length or to be buried, laid, or installed in excess of one roll product, and the connection portion 6 of the para mat is adhered, A staple punching, a stitching, and a zipper, and a method of ordering using the same. Here, the adhesive connection is to apply a bonding agent such as a pond to the joint where the para mat is interconnected, and the tape connection is to attach the tape to the joint where the para mat is interconnected, and the seal strap connection is a bonding And the heat sealing connection is to connect and bond the joints to which the para mats are mutually connected by fusion, and the pads are to be connected to the mutual connection of the para mats The padding is padded with parapet pieces and the padding and para mats are connected by punching. The needle punching connection is a needle punching of the joints to which the para mats are interconnected, and the stapler punching is a process in which the para mats are interconnected Staple punching of the joints, and the stitching connection is made by connecting the parapets Is to be connected by sewing parts of a back-audio, a zipper connection is to connect the zipper is attached to the portion of the p-mat joints with joint parts of the zipper are para mat are interconnected.

[17] The parapet according to any one of claims 1 to 16, wherein the para mat is at least one of a vertical type, a horizontal type, an inclined type, a bent type, a zigzag type, And is installed, embedded, or installed in one of two, three, four, five, eight, ten, twelve, multiple, or one of a row, a column, and a wave column. It is about. The horizontal type is to horizontally lay, bury and install the para mat, and the inclined type is to obliquely lay, bury and install the para mat. And the zigzag type is to zigzag or grasp the paratmat in a zigzag manner, and the jet type is to jet the paramat mats in a jet shape , The S type is to install, purchase and install the para mat in the S shape, and the wave type is to install, install and install the Para mat in a wave shape. Here, a single ply is a single ply, a double ply, a double ply, a double ply, a double ply, a multi-ply, a double ply, a double ply, a double ply, . In this case, one column is a one-row parquet floor, a two-column parquet floor is installed, installed and installed, and a plurality of columns are installed, installed and installed in two or more columns. will be.

The present invention will be further described with reference to the accompanying drawings. The scope of the present invention is not limited to the drawings presented here.

FIG. 1 is a schematic view showing grouting wall installation, bentonite mixed soil construction, soil embankment, and para-mat embedding according to the present invention. This is accomplished by installing a grouting wall 2 at a predetermined depth in the paperboard 1, placing the bentonite mixed soil 3 on the upper surface of the installed grouting wall, and installing the parat mat 4 in the bentonite mixed soil while the bentonite mixed soil is being applied The grouting wall 2 and the para mats 4 are formed by embedding the paratte embedded in the bentonite mixed soil into the inside of the clay so that the soil is covered with the clay soil 5 on the top of the mixed bentonite soil, Or the surface layer (1) and the fillet (5) are concurrently adhered to each other.

2 is a schematic view showing the construction of a bentonite mixed soil according to the present invention, a soil embankment, a parapet embedding, and a grouting wall installation. This is accomplished by excavating the paperboard 1, placing the bentonite mixed soil 3 on the excavated ground plate, embedding the para mat 4 inside the bentonite mixed soil while the bentonite mixed soil is being applied, And the embedding of the paratmat buried in the bentonite mixed soil is continued while embedding the clay soils into the embankment so that the grouting wall 2 is formed at a predetermined depth from the bentonite mixed soil which is the lower end of the embroidered para mat, The grouting wall 2 and the para mat 4 are integrally connected to each other or the ground sheet 1 and the embankment 5 are simultaneously received.

Fig. 3 is a schematic view showing that a para mat according to the present invention is installed vertically. Fig. This indicates that the para mat is installed, installed and installed vertically in a vertical type, a horizontal type, an inclined type, a bent type, a zigzag type, a jet type, an S type and a wave type at the time of installation,

Fig. 4 is a schematic view showing that a para mat according to the present invention is installed in an inclined shape. This indicates that the para mat is installed, installed and installed in a vertical, horizontal, inclined, bent, zigzag, jet, ss, and wave form in the inclined form during installation, installation and installation of the para mat.

Fig. 5 is a schematic view showing that a para mat according to the present invention is installed as an S type. This indicates that the para mat is installed, embedded and installed in the form of a vertical, horizontal, oblique, curved, zigzag, jet, ss, or wave shape during installation, installation and installation of the para mat.

6 is a schematic view showing a connecting portion or joint portion of a para mat according to the present invention. This is because if the para mats have a certain width and length or are made of roll products, and the para mats are longer than a certain width and length, or are buried, installed and installed in excess of one roll product, And the connecting portion 6 of the para mat may be attached to the one or more rolls of the one or more rolls by an adhesive, a tape, a seal strap, a heat seal, an embossing, needle punching, stapler punching, And is connected to one of the zipper.

7 is a cross-sectional view showing a connection portion or a joint portion of the para mat according to the present invention. This is a cross-sectional view of the connection part or joint part 6 of the para mat with respect to Fig.

8 is a schematic view showing a para mat according to the present invention. The parapet is a type of car wash or waterproofing material, and one of the woven fabric, nonwoven fabric and film is adhered to one surface of a membrane, a film or a vinyl, and the laminate is laminated in one of welding, heating, bonding, needle punching, stapler punching, And one of the nonwoven fabric, the woven fabric, and the film 12 is further laminated on the upper surface thereof by welding, heating, bonding, needle punching, stapler punching, or stitching.

Figs. 9 to 12 relate to the application examples of claims 7, 8, 9, 10, and 11. 9 is a schematic view 1 showing a grouting wall, a bentonite mixed soil, a construction of a soil-covered soil and a paramet embedding according to the present invention. In this drawing, a grouting device is mounted on a paper sheet, a boring machine is installed with a grouting material by a boring device to inject grouting material to a predetermined depth of a paper sheet using a mounted grouting device, the ground sheet of the upper end of the installed grouting wall is excavated to a certain depth, A bentonite mixed soil is firstly applied to the excavation part, and a para mat is first laid on the central surface of the bentonite mixed soil in the first place (the mark (1) in Fig. 9) The para-mat was secondarily laid on the surface of the bentonite mixed soil so as to be connected to the surface of the bentonite mixed soil, and the upper part of the bentonite mixed soil and the second laid-open para mat were opened The bentonite mixed soil is applied between the spaces, the soil-covered soil is first applied to the upper part of the bentonite mixed soil, and the first- The para mat is laid three times so that the second laid paratmat is connected (the mark ③ in FIG. 9), the second laid sand is laid between the upper part of the bentonite mixed soil and the second laid para mat open space, The soil matting soil was applied to the top of the second soil soil and the parat mat was laid four times (④ in Fig. 9) The fourth soil was applied between the topsoil and the fourth floor of the parapatum open space. The fifth soil was laid on top of the fourth soil, and the fourth soil was laid on the surface of the fifth soil. (5) in FIG. 9), and a sixth soil of the earth sand soil is installed between the upper part of the soil-covered soil and the open space of the fifth-laid parapet so as to form the grouting wall, Bentonite mixed soil, sandy soil construction and para matting It shows the embodiment.

Fig. 10 is a schematic diagram 2 showing grouting walls, bentonite mixed soil, construction of soil-covered soil, and embedding of para-mat according to the present invention. In this drawing, the paperboard is excavated to a certain depth, a bentonite mixed soil is firstly applied to the excavated portion, and a parat mat is first laid on the central portion surface of the first-placed bentonite mixed soil (a mark (1) Bentonite mixed soil is applied between the upper part of the bentonite mixed soil and the open space of the second laid paul mat, and the first layer is applied to the upper part of the bentonite mixed soil and the second layer (3) in Fig. 10) so that the soil is sandwiched between the upper portion of the bentonite mixed soil and the open space of the para-mat, which is secondarily laid, and the second A soil matting soil was applied to the top of the constructed soil clay soil, and a para mat was laid four times (④ in Fig. 10) so that a third matched para mat was attached to the surface of the soil clay soil Tosa sand The fourth soil was laid between the top and the para-mat open space, and the fifth soil was laid on top of the fourth soil, and the fourth soil laid on top of the fifth soil (5) in FIG. 10), and the sixth soil is sandwiched between the upper portion of the soil-covered soil and the open space of the fifth-laid parapet so as to form the sixth soil layer After the boring machine penetrates through the soil, the grouting material is injected from the bentonite mixed soil to a certain depth of the ground, and the grouting wall is installed to form the grouting wall, the bentonite mixed soil, And Para-mat embedding.

Fig. 11 is a schematic diagram 3 showing grouting walls, bentonite mixed soil, construction of soil-proof soil and embedding of para-mat according to the present invention. In this drawing, a grouting device is mounted on a paper sheet, a boring machine injects a grouting material to a predetermined depth of a paper sheet using a mounted grouting device, a grouting wall is installed, a ground sheet of an upper end of the installed grouting wall is excavated to a certain depth, The bentonite mixed soil was firstly applied to the bentonite mixed soil, and the bentonite mixed soil was applied to the upper part of the bentonite mixed soil for the second and third time. The second stage of construction is to purchase para-mat ③, and the third and fourth soil-filled soil is applied to the top of the first and the second-applied soil, and the para-mat ④ is purchased and the third and fourth soil- The paratemic ⑤ is purchased while the topsoil soil is applied 5th and 6th times and the para mat ⑥ is purchased by installing the 7th and 8th soil layers on the top of the 5th and 6th , While the earth and sand to fill the upper soil embankment construction 7th and 8th construction 9th, 10th to buy the para mat ⑦ shows an embodiment of grouting the wall, bentonite mixed soil, the construction of the earth and sand fill and para mat pieces.

Fig. 12 is a schematic diagram 4 showing grouting walls, bentonite mixed soil, construction of soil-proof soil and embedding of para-mat according to the present invention. In this drawing, the paper sheet is excavated to a certain depth, the bentonite mixed soil is firstly applied to the excavated part, the para mat ① and ② are purchased while the bentonite mixed soil is applied to the upper part of the bentonite mixed soil first and second, And para-mat ③ are purchased while the soil-covered soil is applied to the upper part of the mixed soil of the third-applied bentonite, and the third and fourth layers of the soil-covered soil are applied to the first and second soil- , And the para-mat ⑤ was purchased while the soil sand was applied to the upper and lower side of the third and the fourth soil sandy soil in the 5th and 6th times, respectively. In the fifth and sixth sandy soil, The para mat ⑥ is purchased while the car is installed, and the para mat ⑦ is installed while the soil sand is applied to the top of the sand and the earthen earth in the ninth and tenth times, respectively, and the grouting device is mounted on the top of the tenth sand , A mounted grouting device Use after boring through the earth and sand fill from the group bentonite mixed soil by injecting a grouting material into a predetermined depth of the installation wonjiban grouting wall to show an embodiment of a grout wall, bentonite mixed soil, the construction of the earth and sand fill and para mat pieces.

Figs. 13 to 22 are photographs showing scenes of actual construction. Fig. FIG. 13 is a photograph showing grouting of a paperboard according to the present invention, FIG. 14 is a photograph showing the ground clearance of the upper end of a grouting wall according to the present invention, FIG. 15 is a photograph showing production of bentonite mixed soil according to the present invention, FIG. 17 is a photograph showing the parabat laying according to the present invention, FIG. 18 is a photograph showing the soil-covered soil according to the present invention, FIG. 19 is a photograph showing the soil- FIG. 21 is a photograph showing the connection of the para-mat connection portion or the joint portion tape according to the present invention, and FIG. 22 is a photograph showing the paramet connection portion or the joint portion tape connection according to the present invention. This is a photograph showing a connection part or a joining part by heat fusion.

1: paperboard 2: grouting wall
3: Bentonite mixture soil 4: Para mat
5: Soil embankment 6: Connection or joint of parapet
10: One of membrane, film, vinyl
11: One of woven, non-woven, and film laminated on one surface of membrane, film, or vinyl
12: a nonwoven fabric, a woven fabric, a film laminated on one of a woven fabric, a nonwoven fabric and a film

Claims (17)

The para mat is installed vertically in the ground so that the flow in the horizontal direction is interrupted, waterproofed, or cut off, and an ordering method using the same
A parat mat characterized by forming a water wall leading to a grouting wall, a bentonite mixture soil, and a para mat,
In forming a water wall vertically, a vertically lower part is formed as a grouting wall, a vertically upper part is provided with a para mat, and a bentonite mixture soil is installed between the grouting wall and the para mat to form a water wall leading to a grouting wall, bentonite mixed soil, A paramat mat characterized by a vertical order and an ordering method using the same
A parapet is installed in the inside of the embankment while the embankment for one of the dam, the embankment and the parasitic membrane is formed,
Or a parapet in which a parapet is installed in the embankment while the embossing for one of the dam, the embankment and the parasitic membrane is formed on the upper part thereof, and the grouting wall and the embankment part of the parapet are prepared by the para mat. Order method used
A parapat which is formed by laminating a woven fabric or a nonwoven fabric on one surface of a membrane, a film or a vinyl, and a nonwoven fabric or a woven fabric is additionally laminated on the upper surface thereof;
The parapat is installed on the surface or inside of one of the structure, the facility, the dam, the bank, the embankment, the parcel, the cage and the landfill,
A grouting wall is installed at a predetermined depth below the installed para-mat,
A bentonite mixture soil is applied between the installed paraterm and the grafting wall
A para mat, a bentonite mixed soil, and a grouting wall are formed in a direction from the upper part to the lower part to form a water wall.
A grouting wall is installed on the paperboard, a parapet is installed on the inside or the surface of the embankment while the embossing is performed on the top of the installed grouting wall,
Or the parapet is installed on the inside or the surface of the embankment while the embossing is performed on the paper sheet, and the grouting wall is installed on the paper sheet at the bottom of the para-
The grouting wall and the para mat are integrally connected to each other,
Or a parapet characterized in that the paper sheet and the embankment are taken together, and a method for ordering the same
A grouting wall 2 is installed at a predetermined depth in the paperboard 1, a bentonite mixed soil 3 is installed on the upper end of the installed grouting wall and the para mat 4 is embedded in the bentonite mixed soil while the bentonite mixed soil is being applied (5) to the top of the mixed bentonite soil, filling the soil into the soil with the soil embedded in the soil mixed with the bentonite soil,
(3) is installed on the excavated substrate and the paratte (4) is embedded in the bentonite mixed soil while the bentonite mixed soil is being applied, and the paratte (4) And the embedding of the paratmat buried in the bentonite mixed soil is continued while embedding the clay soils into the embankment so that the grouting wall 2 is formed at a predetermined depth from the bentonite mixed soil which is the lower end of the embroidered para mat, Respectively,
The grouting wall 2, the bentonite mixed soil 3 and the para mat 4 are integrally connected to each other,
Or the parchment (1) and the embankment (5) at the same time, and an ordering method using the same
A grouting wall (2) is installed in the ground plate (1) at a predetermined depth, a ground plate at the upper end of the installed grouting wall is excavated to a certain depth, a bentonite mixed soil (3) is applied to the excavated portion, (5) is embedded in the bentonite mixture soil, the parapet embedded in the bentonite mixture soil is buried in the embankment so as to fill the soil,
(1) is excavated to a predetermined depth, a bentonite mixture soil (3) is applied to the excavation section, the paratte (4) is embedded in the bentonite mixture soil while the bentonite mixture soil is being applied, (5), embedding the parapet embedded in the bentonite mixed soil into the inside of the embankment while filling the soil with embankment, continuously feeding the bent parquet from the bentonite mixed soil, which is the lower end of the embroidered parapet, 2) is installed,
The paramet is embedded in one of a vertical type, an inclined type, a bent type, a zigzag type, a jet type, an S type and a wave type,
Bentonite mixed soil is alternately embedded in the bentonite mixed soil on both sides of the left and right sides of the para mat,
The parapet embedding in the soil embankment is carried out alternately on the left and right sides of the para mat,
If the para-mat has a certain width and length or is made of a roll product, and the para-mat exceeds a certain width and length, or is embedded, laid or installed in excess of one roll, the para- And length, or more than one roll product,
The connection part 6 of the para mat is connected by one of an adhesive, a tape, a seal strap, a heat fusion bonding, an embossing, a needle punching, a stapler punching, a sewing,
Characterized in that the grooved wall (2), the bentonite mixed soil (3) and the para mat (4) are integrally connected to each other in the inside of the ground sheet (1) and the embankment (5)
A step of forming a grouting water wall by grouting the grooves by grouting the grooves, a step of arranging the grooves so that the upper end of the grouting water wall is exposed, a step of constructing the bentonite mixture soil so that the paratmat is embedded in the bentonite mixed soil on the exposed surface of the grouting water wall, And a step of embedding the soil so that the paratte embedded in the bentonite mixed soil continues to be buried in the soil-covered soil when the soil is formed in the upper part of the bentonite mixed soil
A step of excavating the ground floor, a step of constructing a bentonite mixed soil so that the parat mat is embedded in the excavated ground board, the para mat embedded in the bentonite mixed soil is formed in the upper part of the mixed bentonite soil And a step of installing the grouting wall so that the upper end of the grouting wall is embedded in the bentonite mixed soil when the grouting wall is installed at a certain depth in the ground sheet under the mixed bentonite mixed soil,
The paramet is embedded in a form of one, two, or multiple layers in the form of a vertical, inclined, bent, zigzag, jet, S,
The bentonite mixed soil is a mixture of soil and bentonite,
Wherein the grouting wall, the bentonite mixture soil, and the para mat are mutually connected to form a water wall from the lower end of the grouting wall to the upper end of the para mat.
A grouting device is mounted on a ground board and a boring machine injects a grouting material into the grooves at a predetermined depth of the ground by using the grounding device, the grooves of the upper end of the installed grouting wall are excavated to a predetermined depth, A bentonite mixed soil is firstly applied, and a parat mat is first laid on the center surface of the first-placed bentonite mixture soil (the mark ① in FIG. 9), and a bentonite mixed soil is applied to the upper part of the first laid- , A para mat is secondarily laid on the surface of the bentonite mixed soil so that the first laid paratmat is connected to the surface of the second laid on the surface of the bentonite mixed soil , The soil is mixed with the bentonite, and the soil is mixed with the bentonite. (3) in Fig. 9), a second soil is laid between the upper portion of the bentonite mixed soil and the second opened parapet open space, and the second construction And the para mat was laid four times (④ marker in FIG. 9) so that the para mats laid three times on the surface of the third laid soils were connected to each other, and the first laid soil In the fourth phase, the fourth soil was laid between the upper part of the embankment and the open space of the parat mat installed in the fourth, the fifth layer was applied to the top of the fourth layer, and the fourth layer was laid on the surface of the fifth layer. (5) in FIG. 9), and a sixth soil was laid between the upper portion of the soil-covered soil and the open space of the fifth-laid parapet to form a grout wall, a bentonite mixture soil, The construction of the earth sand and the purchase of para mat Or
Alternatively, the parquet may be firstly laid on the central portion of the first-placed bentonite mixture soil (the mark (1) in FIG. 10), and the first construction A bentonite mixture soil is applied between the upper part of the bentonite mixed soil and the open space of the second laid-out para mat, the soil is firstly applied to the upper part of the bentonite mixed soil and the secondary laying is performed on the surface of the first- (3) in Fig. 10), and the second soil is sandwiched between the upper part of the bentonite mixed soil and the second opened parapatum open space, And the para mat was laid four times (④ marker in FIG. 10) so that the para mats laid three times on the surface of the third laid soils were connected to each other, and the first laid soil Embankment And the open space of para-mat installed in the fourth stage, the fifth soil was laid on the top of the fourth soil, and the fourth laid on the surface of the fifth soil. (5) in FIG. 10), and a sixth soil was laid between the upper surface of the soil-covered soil and the open space of the fifth-laid parapet to form the sixth soil of the sixth soil, After the boring machine penetrates through the soil, the grouting material is inserted and the grouting material is injected from the bentonite mixed soil to a certain depth of the ground surface to install the grouting wall to form the grouting wall, the bentonite mixed soil, I bought Para-mat
The grouting wall 2, the bentonite mixed soil 3 and the para mat 4 are integrally connected to each other,
Or the parchment (1) and the embankment (5) at the same time, and an ordering method using the same
A grouting device is mounted on a ground board and a boring machine is used to insert a grouting material into the grouting material by a boring machine at a predetermined depth of the ground using the immobilized grouting device. The grooves of the upper end of the installed grouting wall are excavated to a certain depth, The mixed soil is firstly applied, and the bentonite mixed soil is applied to the upper part of the first mixed bentonite soil and the para mat ① and ② are applied while the bentonite mixed soil is applied secondarily and thirdly. The para mats ③ are purchased while the second phase is constructed and the para mats ③ are installed and the third and fourth soil mosaics are applied to the top of the first and second mosaic soils, We bought Para-mat ⑤ while constructing the 5th and 6th sandy loam and purchased para-mat ⑥ by constructing 7th and 8th sandy loam on top of the 5th and 6th sandy soils. In the eighth and tenth years, 9th, 10th,
Alternatively, it is also possible to use a method of excavating a paperboard at a predetermined depth, placing the bentonite mixed soil first in the excavated part, adding the bentonite mixed soil to the upper part of the bentonite mixed soil first and secondarily, The para-mat ③ is purchased while the soil sand is applied to the upper part of the bentonite mixed soil, and the para mat ④ is applied while the soil sand is applied to the top of the soil- , And the para mat ⑤ is purchased while the fifth and sixth soil construction works are carried out on the third and fourth construction sites of the earth and the fifth and sixth construction, The para mat ⑥ is buried, and the para mat ⑦ is buried in the ninth and tenth layers of the soil sand on the top of the seventh and eighth layers of the earth sand, the grouting unit is mounted on the top of the tenth sand, If the mounted grouting device The mixed soil from bentonite after boring through the earth and sand fill groups by injecting a grouting material into a predetermined depth of wonjiban by installing wall grouting
The grouting wall 2, the bentonite mixed soil 3 and the para mat 4 are integrally connected to each other,
Or the parchment (1) and the embankment (5) at the same time, and an ordering method using the same
As a kind of car wash or waterproof material,
One of a woven fabric, a nonwoven fabric and a film is laminated on one surface of a membrane, a film or a vinyl (10) by fusion, heating, adhesion, needle punching, stapler punching or sewing, (12) is formed by further lamination in one of fusion, heating, adhesion, needle punching, stapler punching, and stitching.
The one formed of a woven fabric, a nonwoven fabric, or a film is laminated on one surface of the membrane, the film, and the vinyl, and one of the nonwoven fabric, the woven fabric,
A woven fabric laminated on the surface of the membrane and a nonwoven fabric laminated thereon,
A nonwoven fabric laminated on the surface of the membrane and an additional layer of woven fabric on top thereof,
A woven fabric is laminated on the membrane surface and a film is further laminated thereon,
A nonwoven fabric laminated on the surface of the membrane and an additional layer of film laminated thereon,
A film is laminated on the surface of the membrane and a woven fabric is further laminated thereon,
A film is laminated on the membrane surface and a nonwoven fabric is further laminated on the film surface,
A woven fabric is laminated on the surface of the film and a nonwoven fabric is further laminated on the woven fabric,
A nonwoven fabric is laminated on the surface of the film, and a woven fabric is further laminated on the nonwoven fabric,
A woven fabric is laminated on the surface of the film and a film is further laminated thereon,
A nonwoven fabric is laminated on the surface of the film and a film is further laminated thereon,
A film is laminated on the surface of the film and a woven fabric is further laminated on the film,
A film is laminated on the surface of the film and a nonwoven fabric is further laminated on the film,
A woven fabric is laminated on the vinyl surface and a nonwoven fabric is further laminated on the vinyl surface,
A nonwoven fabric laminated on a vinyl surface, and a woven fabric is further laminated on the nonwoven fabric,
A woven fabric is laminated on the vinyl surface and a film is further laminated on the vinyl surface,
A nonwoven fabric is laminated on a vinyl surface, and a film is further laminated on the nonwoven fabric,
A film is laminated on a vinyl surface and a woven fabric is further laminated on the vinyl surface,
A film is laminated on the vinyl surface and a nonwoven fabric is further laminated on the vinyl surface,
Wherein the parameter mat
13. The method according to any one of claims 1 to 12,
The para-mat is a kind of water-borne or water-
One of a woven fabric, a nonwoven fabric, and a film is laminated on one surface of a membrane, a film, or a vinyl, either by fusion, heating, adhesion, needle punching, stapler punching, or stitching, , Needle punching, stapler punching, stitching, and the like.
14. The method according to any one of claims 1 to 13,
The para mat may be selected from the group consisting of bentosite, bentotex, bentomat, bentonite mat, bentonite sheet, civil engineering synthetic clay liner, GCL (geosynthetic clay liner), asphalt sheet, polymer composite sheet, vinyl sheet, polyethylene sheet, PVC sheet, A parat mat characterized by being one of a sheet, a film, a vinyl, a bituminous sheet, an order sheet, a waterproof sheet, a watertight film, a waterproof film,
15. The method according to any one of claims 1 to 14,
The para mat is replaced with another car material,
The other types of materials may be selected from the group consisting of bentosite, bentotex, bentomat, bentonite mat, bentonite sheet, civil engineering synthetic clay liner, geosynthetic clay liner, asphalt sheet, polymer composite sheet, vinyl sheet, polyethylene sheet, PVC sheet, A parat mat characterized by being one of a sheet, a film, a vinyl, a bituminous sheet, an order sheet, a waterproof sheet, a watertight film, a waterproof film,
16. The method according to any one of claims 1 to 15,
The para-mat has a certain width and length or is made of a roll product,
If the para mats are longer than a certain width and length, or are embedded, laid, or installed in excess of one roll product, the para mats may be interconnected to exceed a certain width and length, And,
Wherein the connection part (6) of the para mat is connected to one of an adhesive, a tape, a seal strap, a heat fusion bonding, a padding, a needle punching, a stapler punching, a stitching and a zipper.
17. The method according to any one of claims 1 to 16,
The parapat may be installed, embedded or installed in one of vertical, horizontal, oblique, curved, zigzag, jet, s, or wavy at the time of installation, A plurality of piles, a plurality of piles, or a plurality of columns, one column, two columns, or multiple columns.

KR1020120119446A 2012-10-26 2012-10-26 Paramat and waterproofing method using it KR20140053485A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020120119446A KR20140053485A (en) 2012-10-26 2012-10-26 Paramat and waterproofing method using it

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020120119446A KR20140053485A (en) 2012-10-26 2012-10-26 Paramat and waterproofing method using it

Publications (1)

Publication Number Publication Date
KR20140053485A true KR20140053485A (en) 2014-05-08

Family

ID=50886088

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020120119446A KR20140053485A (en) 2012-10-26 2012-10-26 Paramat and waterproofing method using it

Country Status (1)

Country Link
KR (1) KR20140053485A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105951857A (en) * 2016-06-27 2016-09-21 中国电建集团成都勘测设计研究院有限公司 Composite anti-seepage wall used in hydraulic cofferdam engineering and construction method thereof
KR20180000528A (en) * 2016-06-23 2018-01-03 한국농어촌공사 The upper structure and a method of capping a continuous barrier wall construction for underground
KR102536278B1 (en) * 2023-03-16 2023-05-26 삼조 주식회사 Embankment water stopping structure and the construction method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20180000528A (en) * 2016-06-23 2018-01-03 한국농어촌공사 The upper structure and a method of capping a continuous barrier wall construction for underground
CN105951857A (en) * 2016-06-27 2016-09-21 中国电建集团成都勘测设计研究院有限公司 Composite anti-seepage wall used in hydraulic cofferdam engineering and construction method thereof
KR102536278B1 (en) * 2023-03-16 2023-05-26 삼조 주식회사 Embankment water stopping structure and the construction method thereof

Similar Documents

Publication Publication Date Title
US10753049B2 (en) Pavement systems with geocell and geogrid
CN104284774B (en) Non-woven gelling compound for hydrated in-situ
US3474625A (en) Laminates of a polyolefin fabric and/or film and asphaltic material
CN100464034C (en) Flexible reinforced retaining structure and construction method therefor
AU2014326302A1 (en) Pavement systems with geocell and geogrid
CN106320385A (en) Vertical anti-seepage barrier and construction method thereof
US20120009362A1 (en) Shock absorbing athletic field and method of constructing same
KR20140053485A (en) Paramat and waterproofing method using it
JP5300549B2 (en) Construction method of earth structure
CN109653188B (en) Vacuum preloading device with sand bag cushion layer and construction method thereof
US20100215441A1 (en) Reinforced Mass of Material and Method of Forming
JP2004204581A (en) Water sealing method for controlled revetment
JP5261121B2 (en) Reinforced structure of paved road
JP5388646B2 (en) Civil engineering complex and construction method of earth structure
JP5440122B2 (en) Weedproof structure and construction method thereof
CN110593203B (en) Flexible frost heaving resistant and scour resistant channel protection facility and construction method
JP7182451B2 (en) Water-shielding structure of the landfill area of the sea surface disposal site
CN206110199U (en) Perpendicular prevention of seepage protective screen
JP6676463B2 (en) Embankment reinforcement method
JP6777831B1 (en) Construction method of rainwater storage facility and rainwater storage facility
JPS60123609A (en) Artificial reservior and construction thereof
NZ590838A (en) Laser welded multi layer waterproofing geotextile membrane sheet
CN202577233U (en) River bottom impervious structure of geomembranes
RU2662187C1 (en) Method and device for creating combined antifiltration coating
JP2017095981A (en) Joining structure of covering sheet and fixing structure thereof

Legal Events

Date Code Title Description
A201 Request for examination
N231 Notification of change of applicant
E902 Notification of reason for refusal
E601 Decision to refuse application