KR20130067957A - Permeable block with water storage and process of construction - Google Patents

Permeable block with water storage and process of construction Download PDF

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Publication number
KR20130067957A
KR20130067957A KR1020110135032A KR20110135032A KR20130067957A KR 20130067957 A KR20130067957 A KR 20130067957A KR 1020110135032 A KR1020110135032 A KR 1020110135032A KR 20110135032 A KR20110135032 A KR 20110135032A KR 20130067957 A KR20130067957 A KR 20130067957A
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KR
South Korea
Prior art keywords
block
storage space
layer
construction method
permeable
Prior art date
Application number
KR1020110135032A
Other languages
Korean (ko)
Inventor
박문석
Original Assignee
주식회사 데코페이브
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Publication date
Application filed by 주식회사 데코페이브 filed Critical 주식회사 데코페이브
Priority to KR1020110135032A priority Critical patent/KR20130067957A/en
Publication of KR20130067957A publication Critical patent/KR20130067957A/en

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    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224—Surface drainage of streets
    • E01C11/225—Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/24—Methods or arrangements for preventing slipperiness or protecting against influences of the weather
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C5/00—Pavings made of prefabricated single units
    • E01C5/02—Pavings made of prefabricated single units made of natural stones, e.g. sett stones
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C2201/00—Paving elements
    • E01C2201/20—Drainage details

Abstract

The present invention relates to a permeable block having an excellent storage space and a construction method thereof, more specifically having a porosity of 20 to 60%, the rainwater storage space layer consisting of 100 ~ 400mm height is located at the bottom of the permeable block surface layer It relates to a permeable block having a rainwater storage space is constructed so that the rainwater storage space is formed between the base and the permeation block surface layer using the formed permeable block and a construction method thereof.

Description

Permeable block with water storage and process of construction

The present invention relates to a permeable block having an excellent storage space and a construction method thereof, more specifically having a porosity of 20 to 60%, the rainwater storage space layer consisting of 100 ~ 400mm height is located at the bottom of the permeable block surface layer It relates to a permeable block having a rainwater storage space is constructed so that the rainwater storage space is formed between the base and the permeation block surface layer using the formed permeable block and a construction method thereof.

Due to the effects of abnormal climate such as global warming and the continuous development of cities, precipitation patterns change. In other words, the change in precipitation type has the problem of increasing the pressure on the natural drainage system due to the change in the form of precipitation in the short term and the concentration of precipitation for a certain period of time, and the loss of permeability due to the continuous decrease of the index.

In addition, there is a problem of a decrease in permeability and ground subsidence due to excessive drainage and increased drainage load during heavy rains. As the permeability falls and the rainwater falls and the natural drainage rate of the ground falls in preparation for the rainfall, there is a problem that water is accumulated on the surface of the sidewalk and thus violates the walking environment.

The conventional permeable block and its lower system as shown in Figure 6 consists of a 150 ~ 200mm auxiliary base layer and a 60mm high permeable crushed stone layer on the top of the base, the permeable block is constructed on top of the permeable crushed stone layer.

As shown in FIG. 6, the conventional water permeation block and its lower system have a problem in that it is difficult to secure the quality when the temporary storage space for rainwater is stored, and the efficiency is lowered when the construction is performed in the city center. As shown in FIG. 6, the conventional pitcher block and its sub-system have a problem in that they do not function properly as a storage space for rainwater in securing a lower temporary storage space.

Since the permeable block used in the construction method of the present invention is heavy, it is impossible for the worker to directly lift or carry it by hand, so the transport and work of the permeable block should be constructed using the compression mechanization equipment.

Since the permeation block used in the construction method of the present invention has air holes between the blocks, and the aggregate particles are relatively thicker than the general block, when the conventional compression pad is used when working with a crimping machine, the permeation block is crimped. This is a bad problem. The permeation block used in the construction method of the present invention has a problem in that it is not possible to use a crimping machine for use in the existing site because air is not adsorbed and exits.

An object of the present invention is to develop a permeable block having an excellent storage space for short-term concentrated heavy rain to improve the above problems. In addition, the present invention has a purpose to develop a permeable block having an excellent storage space to solve the problems of the drainage load is increased due to the short-term concentrated heavy rain, the water permeation rate is reduced due to excessive rainwater penetration and the water is accumulated on the sidewalk surface.

In another aspect, the present invention is to provide a construction method that can be finished with a block that can be cut because the permeable block having an excellent storage space to solve the problem of poor workability at the end of the block construction. .

In addition, the present invention uses a crimping machine attached to a separate permeable contact pad to improve the problem of poor workability at the end of the construction of the block, and to improve the problem that the construction efficiency is lowered due to the heavy weight of the block during block operation The purpose is to provide a construction method that can work.

In the present invention, the rainwater storage space layer 40 is formed at the bottom of the permeable block surface layer 50, and the rainwater storage space layer 40 has a porosity of 20 to 60%, the height is made of 100 ~ 400mm It relates to a permeable block having a good storage space.

In addition, the present invention has a porosity of 20 ~ 60% in the construction method of the permeable block is constructed so that the rain water storage space is formed between the ground and the permeable block surface layer, the rain water storage space layer 40 made of a height of 100 ~ 400mm It relates to a method of constructing a permeable block having an excellent storage space constructed by using the permeable block 100 formed under the permeable block surface layer 50.

The present invention has developed a permeable block having excellent storage space for short-term concentrated heavy rain, so that the drainage load is increased due to short-term concentrated heavy rain, water permeability decreases due to excessive rainwater penetration, and water is accumulated on the sidewalk surface to solve the problems overflowed. It has the effect of having storage space. In addition, the present invention can be finished with a block capable of cutting because it is difficult to cut the permeable block having an excellent storage space to solve the problem of poor workability in the finishing portion in the block construction. In addition, the permeation block in the construction method of the present invention can be constructed using a pressurized mechanization equipment because the weight is heavy, it is impossible for the operator to lift or transport.

1 is a cross-sectional view showing a construction method of the present invention.
Figure 2 is an exploded perspective view showing a construction method of the present invention.
Figure 3 is an exploded perspective view showing a construction method of the present invention.
Figure 4 is a perspective view showing a pitcher block used in the construction method of the present invention.
Figure 5 is a perspective view showing a permeable block used for the finishing portion in the construction method of the present invention.
6 is a cross-sectional view showing a conventional construction method.
Figure 7 is a perspective view showing the compression mechanization equipment used in the construction method of the present invention.
Figure 8 is a plan view showing a contact pad of the compression mechanization equipment used in the construction method of the present invention.
Figure 9 is a side view showing a contact pad of the compression mechanization equipment used in the construction method of the present invention.
Figure 10 is a perspective view showing a close pad of the compression mechanization equipment used in the construction method of the present invention.

In the present invention, the rainwater storage space layer 40 is formed at the bottom of the permeation block surface layer 50 in the permeation block that is constructed so that the rainwater storage space is formed between the ground and the permeation block surface layer. ) Has a porosity of 20 to 60%, and relates to a permeable block having excellent storage space, characterized in that the height is made of 100 ~ 400mm.

In addition, the present invention has a porosity of 20 ~ 60% in the construction method of the permeable block is constructed so that the rain water storage space is formed between the ground and the permeable block surface layer, the rain water storage space layer 40 made of a height of 100 ~ 400mm It relates to a construction method of a permeable block having a good storage space, characterized in that the construction using the permeable block 100 formed on the bottom of the permeable block surface layer (50).

In the construction method of the present invention, the ground subsidence prevention sheet 20 is constructed on the upper portion of the base 10, and the mixed storage layer 30 of the crushed stone and royal sand layer is formed on the upper portion of the ground subsidence prevention sheet 20. 25.4 to 50.8 being constructed in mm height; And a permeation block 100 is installed on the mixed storage layer 30.

The construction method of the present invention is characterized in that the permeable block 100-1 having a height of 60 mm is cut and finished at the finish portion of the block, and the mortar pasting layer 60 is constructed at the bottom of the permeable block 100-1. do. The construction method of the present invention is characterized in that the construction of the permeation block is constructed using the compression mechanization equipment.

As shown in FIG. 1, the present invention relates to a permeable block having rainwater storage spaces, which are constructed such that rainwater storage spaces are formed between the ground and the permeation block surface layer. The permeable block used in the present invention has a rainwater storage space layer 40 is formed at the bottom of the permeation block surface layer 50, the rainwater storage space layer 40 has a porosity of 20 ~ 60%, the height is It relates to a pitcher block consisting of 100 ~ 400mm.

In addition, the present invention has a porosity of 20 to 60% in the construction method of the permeable block is constructed so that the rain water storage space is formed between the ground and the permeable block surface layer, the rain water storage space consisting of 100 ~ 400mm height The layer 40 relates to a construction method of a permeable block having excellent storage space, characterized in that the construction using the permeation block 100 formed on the bottom of the permeation block surface layer (50).

The water permeable block 100 for rainwater storage space used in the construction method of the present invention as shown in Figure 1 preferably has a height of 100 ~ 400mm, preferably consisting of 300 ~ 1,000mm horizontal, 300 ~ 1,000mm vertical.

The construction method of the present invention as shown in Figure 1 is the ground subsidence prevention sheet 20 is installed on the upper base 10 formed so that the permeable block can be constructed, the crushed stone and royal layer on the ground subsidence prevention sheet 20 The mixed storage layer 30 is constructed with a height of 25.4 ~ 50.8mm; And a permeation block 100 for rainwater storage space is installed on the mixed storage layer 30.

As shown in Figure 1, the construction method of the present invention constructs the mixed storage layer 30 of the crushed stone and royal layer of 25.4 ~ 50.8mm height after the ground subsidence prevention sheet 20 on the base 10. After constructing the crushed stone and the royal layer, the pitcher block 100 having the excellent storage space having a height of 100 to 400 mm is constructed.

When constructing the finishing portion of the block in the construction method of the present invention as shown in Figure 1, the 100-400mm high pitched block 100 is difficult to cut due to the characteristics of the domestic site and the construction efficiency is lowered separately, such as 60mm high pitcher The block 100-1 is cut and finished. In this case, as shown in FIG. 1, the lower portion of the permeation block 100-1 is preferably constructed by the mortar bonding layer 60.

The existing construction method as shown in Figure 6 consists of a 150 ~ 200mm auxiliary base layer 110 and a 60mm high permeable crushed stone layer (130). However, as shown in FIG. 1, the present invention can be replaced with a permeable block 100 having an excellent storage space having a height of 100 to 400 mm, thereby increasing efficiency in construction and reducing construction costs.

In the construction method of the present invention, the water permeable block 100 is heavy, so that it is impossible for the worker to lift or transport, so the transport and operation of the water permeable block 100, such as the compression mechanized equipment 300 (Fig. 7 to 10) It is preferable to construct using OPTIMAS). The permeation block 100 used in the construction method of the present invention has a problem in that it cannot use a crimping machine that is used in the existing site because air is not adsorbed and exits. Therefore, the permeable block 100 used in the construction method of the present invention is preferably constructed using a close contact pad 310 made of strong adsorption pads as shown in FIGS. 7 to 10.

10: base 20: sheet
30: mixed storage layer 40: rainwater storage layer
50: permeable block surface layer 60: mortar paste layer
100, 100-1: Permeable Block 110: Subbase
130: permeable stone layer 140, 140-1: artificial granite block
160: mortar paste layer 200: boundary stone
300: compression mechanization equipment 310: contact pad
320: coupling fixture 330: coupling arm

Claims (5)

In the permeable block is constructed so that the rainwater storage space is formed between the base and the permeable block surface layer, the permeation block is formed in the rainwater storage space layer 40 below the permeable block surface layer 50, the rainwater storage space layer 40 has a porosity of 20 to 60%, a pitcher block having excellent storage space, characterized in that the height is made of 100 ~ 400mm. In the construction method of the permeable block is constructed so that the rainwater storage space is formed between the ground and the permeable block surface layer, the construction method has a porosity of 20 ~ 60%, the rainwater storage space layer consisting of 100 ~ 400mm height (40 ) Is constructed using a permeation block (100) formed on the bottom of the permeation block surface layer (50). According to claim 2, wherein the construction method is the ground subsidence prevention sheet 20 is installed on the upper base 10, the mixed storage layer 30 of the crushed stone and royal layer on the ground subsidence prevention sheet 20 This step is constructed with a height of 25.4 ~ 50.8mm; And a permeation block 100 is installed on the upper portion of the mixed storage layer 30. The method of claim 2, wherein the construction method is finished by cutting the permeation block 100-1 having a height of 60mm at the finish portion of the block, the mortar paste layer 60 in the lower portion of the permeation block 100-1 construction Construction method of a permeable block having excellent storage space, characterized in that the. The method of claim 2, wherein the construction method is a construction of the permeable block is a construction method of the permeable block having excellent storage space, characterized in that the construction using the compression mechanization equipment.



KR1020110135032A 2011-12-15 2011-12-15 Permeable block with water storage and process of construction KR20130067957A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020110135032A KR20130067957A (en) 2011-12-15 2011-12-15 Permeable block with water storage and process of construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020110135032A KR20130067957A (en) 2011-12-15 2011-12-15 Permeable block with water storage and process of construction

Publications (1)

Publication Number Publication Date
KR20130067957A true KR20130067957A (en) 2013-06-25

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108396607A (en) * 2016-07-22 2018-08-14 南通八建集团有限公司 The wing square stone material of severe cold area large area easy for construction is mated formation prevention and cure of crack method
KR20210048275A (en) 2019-10-23 2021-05-03 안재용 High strength polished concrete block manufacturing method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108396607A (en) * 2016-07-22 2018-08-14 南通八建集团有限公司 The wing square stone material of severe cold area large area easy for construction is mated formation prevention and cure of crack method
KR20210048275A (en) 2019-10-23 2021-05-03 안재용 High strength polished concrete block manufacturing method

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