KR101302553B1 - Planting structure for slab and construction method thereof - Google Patents

Planting structure for slab and construction method thereof Download PDF

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Publication number
KR101302553B1
KR101302553B1 KR1020100113169A KR20100113169A KR101302553B1 KR 101302553 B1 KR101302553 B1 KR 101302553B1 KR 1020100113169 A KR1020100113169 A KR 1020100113169A KR 20100113169 A KR20100113169 A KR 20100113169A KR 101302553 B1 KR101302553 B1 KR 101302553B1
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South Korea
Prior art keywords
slab
layer
elastic
greening structure
building
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KR1020100113169A
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Korean (ko)
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KR20120051853A (en
Inventor
김정태
한규희
김용봉
박창열
Original Assignee
어번닉스 주식회사
주식회사 애강리메텍
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Priority to KR1020100113169A priority Critical patent/KR101302553B1/en
Publication of KR20120051853A publication Critical patent/KR20120051853A/en
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    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00—Adapting or protecting infrastructure or their operation
    • Y02A30/24—Structural elements or technologies for improving thermal insulation
    • Y02A30/254—Roof garden systems; Roof coverings with high solar reflectance
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
    • Y02B80/00—Architectural or constructional elements improving the thermal performance of buildings
    • Y02B80/32—Roof garden systems

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Cultivation Of Plants (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Environmental Sciences (AREA)

Abstract

The present invention is a greening structure 100 formed on the upper part of the underground structure 10 or the low-rise structure formed adjacent to the building (1), the upper part of the underground structure 10 or low-rise structure formed adjacent to the building (1) As the greening structure 100 formed in, the basement structure 10 or the slab formed on the lower layer structure 110; A waterproof layer 120 formed on the slab 110; The elastic drainage layer 130 includes an elastic layer 131 installed on the waterproof layer 120 and a drainage layer 132 formed on the elastic layer 131 to resist vehicle load and to allow drainage. ; Soil vegetation, by presenting the upper greening structure 100 of the slab, characterized in that it comprises a; soil layer 150 formed on the elastic drainage layer 130, by eliminating the weightless concrete layer of the conventional method It is possible to construct an efficient recording structure while saving money.

Description

Planing STRUCTURE FOR SLAB AND CONSTRUCTION METHOD THEREOF

The present invention relates to the field of construction, and more particularly, to a greening structure of a building and a construction method thereof.

1 to 3 are views for explaining a conventional greening structure and its construction method.

It is common to form a greening structure by vegetation of various plants on the upper part of the underground structure 10, such as an underground parking lot, which is formed adjacent to the building 1, such as an apartment, or the slab 11 of the low-rise structure.

In addition, since the construction of the building is generally made in the order from the basement to the ground, after the construction of the underground structure 10 or low-rise structure, the slab 11 is installed thereon, and the equipment through the upper portion of the slab 11, Construction of the building 1 adjacent to the underground structure 10 or the low-rise structure while the vehicle is running is made, and the landscaping work of the upper part of the underground structure is performed after the completion of such construction work or during the later work.

Referring to the conventional greening structure construction method in more detail as follows.

Immediately after the construction of the slab 11 of the underground structure 10 or the low-rise structure (initial stage of construction of the building), in order to form a waterproof layer 12 on the upper part of the slab 11, and to protect the waterproof layer 12, the waterproof layer A plain concrete layer 13 is formed on top of 12 (FIG. 2).

Thereafter, while the equipment, vehicle, etc. are running through the upper part of the plain concrete layer 13, the building 1 adjacent to the underground structure 10 or the low-rise structure is constructed.

Thus, as the excessive vehicle load is applied to the upper portion of the slab 11, damage is caused to the slab 11 and the waterproof layer 12, the damaged portion 14 of the slab 11 is a separate operation (waterproofing Maintenance work) (FIG. 3).

Thereafter, a drainage layer, a soil layer, or the like is formed on the bare concrete layer 13 to form a greening structure.

This conventional greening structure construction method had the following problems.

First, the costly concrete layer 13 is poured for the protection of the waterproof layer 12. Despite the installation of the concrete layer 13, the slab 11 and the waterproof layer ( Excessive damage occurs in 12), which is not an effective protection structure.

Second, the plain concrete layer 13 is not demolished after its construction and remains intact inside the greening structure (between the upper drainage layer and the lower waterproofing layer), which does not function in the greening structure, but rather landscaping. It interferes with waterproof repair work before work.

Third, because the weightless concrete layer 13 itself is large, it causes an increase in the load of the overall slab structure, which causes the load of the landscape construction to be built on top of the slab.

The present invention was derived to solve the above problems, while reducing the cost by eliminating the plain concrete layer of the conventional construction method, the upper greening structure of the slab to enable the construction of excellent greening structure with excellent structural stability and its Its purpose is to present the construction method.

In order to solve the above problems, the present invention is an underground structure (10) formed adjacent to the building (1) or a greening structure (100) formed on top of the low-rise structure, the underground structure formed adjacent to the building ( 10) or a greening structure (100) formed on top of a low-rise structure, the slab (110) formed on top of the underground structure (10) or low-rise structure; A waterproof layer 120 formed on the slab 110; The elastic drainage layer 130 includes an elastic layer 131 installed on the waterproof layer 120 and a drainage layer 132 formed on the elastic layer 131 to resist vehicle load and to allow drainage. ; In order to allow vegetation, it presents a top greening structure 100 of the slab comprising a; soil layer 150 formed on top of the elastic drainage layer 130.

delete

The elastic layer 131 is preferably made by the installation of the elastic mat 131a.

The elastic mat 131a is preferably formed of a styrofoam material.

The drainage layer 132 is preferably made by the installation of a drain plate 132a having a gap for drainage.

The elastic drainage layer 130 is preferably made by the installation of a drain member 133 formed of an elastic material.

It is preferable that the upper portion of the slab 110 is formed along the copper wire of the vehicle.

The present invention provides a construction method of the greening structure, the slab construction step of constructing the slab 110 on top of the underground structure (10) or low-rise structure; Building construction step of constructing the building (1) by the operation of the vehicle through the upper portion of the slab (110); After the end of the building construction step, the greening structure construction step of forming the waterproof layer 120, the elastic drainage layer 130 and the soil layer 150 on the top of the slab 110; the upper part of the slab comprising a The construction method of greening structure is presented together.

Between the building construction step and the greening structure construction step, after the end of the building construction step, the slab repair step for repairing the leaking portion of the slab 110; preferably further includes.

The present invention provides a construction method of the greening structure, the slab construction step of constructing the slab 110 on top of the underground structure (10) or low-rise structure; Building construction step of constructing the building (1) by the operation of the vehicle through the upper portion of the slab (110); Of the slab comprising a; during the later work of the building construction step, the greening structure construction step of forming the waterproof layer 120, the elastic drainage layer 130 and the soil layer 150 on the top of the slab 110; The construction method of the upper greening structure is presented together.

Before the greening structure construction step, the slab repair step of repairing the leaking portion of the slab 110 during the later work of the building construction step;

The present invention proposes an upper greening structure of the slab and a construction method thereof so as to reduce the cost by omitting the plain concrete layer of the conventional method, and to provide an excellent greening structure with excellent structural stability.

1 is a block diagram of a construction method of a conventional greening structure.
2 and 3 are cross-sectional views of a conventional greening structure.
Figure 4 below shows an embodiment of the present invention,
4 is a block diagram of a construction method of the greening structure.
5 is a sectional view of a first embodiment of a greening structure;
6 is a sectional view of a second embodiment of a greening structure;

Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings.

As shown in FIG. 4 or less, the present invention relates to the greening structure 100 formed on the upper portion of the underground structure 10 or the low-rise structure, which is basically formed adjacent to the building 1, and the underground structure 10 or A slab 110 formed on the upper layer structure; A waterproof layer 120 formed on the upper portion of the slab 110; An elastic drainage layer 130 disposed on an upper portion of the waterproof layer 120 to resist a vehicle load; An elastic drainage layer 130 formed on the elastic drainage layer 130; It is configured to include; a soil layer 150 formed on top of the elastic drainage layer 130 to enable vegetation.

This has the greatest feature in that the elastic drainage layer 130 is formed in place of the conventional plain concrete layer 13.

The construction method of such a greening structure is as follows.

The slab 110 is constructed on the upper part of the underground structure 10 or the low-rise structure (for example, the two- and three-story structures of the columnar composite building), and the building 1 is operated by driving the vehicle through the upper part of the slab 110. To construct (Fig. 4).

Conventionally, the waterproofing layer and the concrete-free concrete layer were formed on the upper part of the slab at the beginning of the building construction step. However, in the case of the method according to the present invention, such a process is omitted, and the equipment and the vehicle are running as it is through the upper part of the slab 110. Be sure to construct the building.

After the later work of the building construction stage (such as finishing the interior of the building), or after the end of the building construction stage, the waterproof layer 120, the elastic drainage layer 130 and the soil layer 150 is formed on top of the slab 110 only Construct the greening structure by the way.

Here, the elastic drainage layer 130 is formed by an elastic material (styrofoam, EPS, rubber, etc.) on top of the slab 110 and the waterproof layer 120, the slab 110, waterproof layer from the load of the upper vehicle by its elasticity. To prevent damage to the 120, it replaces the role of the plain concrete layer 13 of the conventional method.

Greening structure and its construction method according to the present invention to obtain the following effects.

First, since the elastic drainage layer is formed inside the greening structure, damage to the slab and the waterproofing layer can be effectively prevented even when a vehicle load is applied for the construction of the building thereon.

Second, instead of the plain concrete layer, which was expensive in the conventional method but hindered the waterproof repair work before the landscaping work, it uses an elastic drainage layer that is less expensive and does not interfere with the waterproof repair work before the landscaping work. The structure and construction can be achieved.

Third, in the conventional method, because of the weight of the weightless concrete layer caused a limit of the load of the landscaping construction on the slab, in the case of the present invention, instead of applying the elastic drainage layer formed by a light material such as styrofoam, There is no problem at all.

Hereinafter, specific embodiments of the elastic drainage layer 130 will be described.

First, the elastic drainage layer 130 is an elastic layer 131 installed on the waterproof layer 120; The drainage layer 132 formed on the upper portion of the elastic layer 131; may be implemented by a laminated structure including (FIG. 5).

That is, the structure for forming the drainage layer 132 by forming the elastic layer 131 by the installation of an elastic member such as the elastic mat 131a, and by installing the drainage plate 132a having a gap for drainage thereon. .

This has the advantage that the elastic drainage layer 130 can be easily formed by a combination of materials that are generally used.

The elastic drainage layer 130 is preferably made of an elastic mat 131a formed of styrofoam, EPS material, or the like.

The elastic drainage layer 130 is added to the inside of the greening structure, it is added that the role of the heat insulating material to prevent the heat of the upper portion is transferred to the bottom is added.

Second, the elastic drainage layer 130 can be implemented by directly installing the drain member 133 formed by the elastic material (Fig. 6).

Here, the drain member 133 refers to a structure in which voids for drainage are formed, such as the drain plate 132a, and is formed and installed by an elastic material (rubber, styrofoam, EPS, etc.) to the elastic drainage layer 130 described above. ) Can be obtained.

In particular, when the drainage member 133 is formed of a rubber (recycled rubber, foam rubber, etc.) material, there is an effect that a drainage member 133 having sufficient elasticity and strength can be obtained at a low cost.

Such a greening structure 100 according to the present invention may be formed over the entire area of the upper portion of the slab 110, it is more efficient to form along the line of the vehicle of the upper portion of the slab (110).

When a leaking part occurs in the slab 100 due to the load of the vehicle, before the greening structure 100 is installed on the upper part of the slab 110, the leaking part is repaired in advance, and finally, the upper part of the slab 110 is removed. It is preferable to form the waterproof layer 120 and the like.

In the conventional method, since the upper part of the slab is closed by the waterproof layer and the concrete-free concrete layer, repair of the leaked part has to be performed at the lower part of the slab (FIG. 3). The above maintenance work can be carried out in the absence of work, which adds the advantage of more convenient and stable maintenance.

In addition, since the construction of the waterproof layer 120 on the upper portion of the slab 110 at the same time as the maintenance work, it is added that the more efficient construction is possible.

It will be apparent to those skilled in the art that various modifications and variations can be made in the present invention without departing from the spirit or scope of the invention as defined in the appended claims. It is to be understood that both the technical idea and the technical spirit of the invention are included in the scope of the present invention.

1: Building 10: Underground Structure
100: greening structure 110: slab
120: waterproof layer 130: elastic drainage layer
131: elastic layer 131a: elastic mat
132: drainage layer 132a: drainage plate
133: drain member 150: soil layer

Claims (11)

As the greening structure 100 formed on the upper portion of the underground structure 10 or the low-rise structure formed adjacent to the building (1),
A slab 110 formed on an upper portion of the underground structure 10 or a lower layer structure;
A waterproof layer 120 formed on the slab 110;
An elastic drainage layer 130 comprising an elastic layer 131 installed on the waterproof layer 120 and a drainage layer 132 formed on the elastic layer 131 to resist vehicle load and to allow drainage. ;
To allow vegetation, the soil layer 150 formed on the elastic drainage layer 130;
Upper greening structure 100 of the slab comprising a. delete The method of claim 1,
The elastic layer 131 is the upper greening structure of the slab, characterized in that made by the installation of the elastic mat (131a). The method of claim 3,
The elastic mat (131a) is the upper greening structure 100 of the slab characterized in that formed by the styrofoam material. The method of claim 1,
The drainage layer 132 is the upper greening structure of the slab, characterized in that made by the installation of the drain plate 132a is formed with a gap for drainage. The method of claim 1,
The elastic drainage layer 130
The upper greening structure 100 of the slab, characterized in that made by the installation of the drain member 133 formed of an elastic material. The method of claim 1,
The upper greening structure of the slab (100), characterized in that formed along the copper wire of the vehicle of the upper portion of the slab (110). A method of constructing a greening structure according to any one of claims 1 and 3 to 7,
A slab construction step of constructing the slab 110 on an upper portion of the underground structure 10 or a low-rise structure;
Building construction step of constructing the building (1) by the operation of the vehicle through the upper portion of the slab (110);
After the end of the building construction step, greening structure construction step of forming the waterproof layer 120, the elastic drainage layer 130 and the soil layer 150 on the slab 110;
Construction method of the upper greening structure of the slab comprising a. 9. The method of claim 8,
Between the building construction step and the greening structure construction step,
After the completion of the building construction step, the slab repair step for repairing the leaking portion of the slab 110; construction method of the upper greening structure of the slab further comprising. A method of constructing a greening structure according to any one of claims 1 and 3 to 7,
A slab construction step of constructing the slab 110 on an upper portion of the underground structure 10 or a low-rise structure;
Building construction step of constructing the building (1) by the operation of the vehicle through the upper portion of the slab (110);
During the later work of the building construction step, the greening structure construction step of forming the waterproof layer 120, the elastic drainage layer 130 and the soil layer 150 on the slab 110;
Construction method of the upper greening structure of the slab comprising a. The method of claim 10,
Before the recording structure construction step,
During the second half of the building construction step, the slab repair step of repairing the leaking portion of the slab 110; construction method of the upper greening structure of the slab further comprising.
KR1020100113169A 2010-11-15 2010-11-15 Planting structure for slab and construction method thereof KR101302553B1 (en)

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KR101302553B1 true KR101302553B1 (en) 2013-09-02

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105525551B (en) * 2015-11-25 2018-05-15 中国电建集团贵阳勘测设计研究院有限公司 To the remodeling method and grass planting pavement structure of Wind Power Stations temporary construction road

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100478895B1 (en) 2004-11-26 2005-03-28 (주)한국조형종합건축사사무소 Drainage construction structure of underground parking lot for appartment house
KR100725029B1 (en) 2006-08-10 2007-06-07 주식회사환경과생명 The roof gardening system
KR20080056419A (en) * 2006-12-18 2008-06-23 임학순 Roof garden equipment by roll type natural ground cover plant
KR20100116283A (en) * 2009-04-22 2010-11-01 성 무 김 Rooftop greenization system of building

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100478895B1 (en) 2004-11-26 2005-03-28 (주)한국조형종합건축사사무소 Drainage construction structure of underground parking lot for appartment house
KR100725029B1 (en) 2006-08-10 2007-06-07 주식회사환경과생명 The roof gardening system
KR20080056419A (en) * 2006-12-18 2008-06-23 임학순 Roof garden equipment by roll type natural ground cover plant
KR20100116283A (en) * 2009-04-22 2010-11-01 성 무 김 Rooftop greenization system of building

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