CN202492914U - Concrete drainage slope - Google Patents
Concrete drainage slope Download PDFInfo
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- CN202492914U CN202492914U CN2012201414636U CN201220141463U CN202492914U CN 202492914 U CN202492914 U CN 202492914U CN 2012201414636 U CN2012201414636 U CN 2012201414636U CN 201220141463 U CN201220141463 U CN 201220141463U CN 202492914 U CN202492914 U CN 202492914U
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- concrete
- broken brick
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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
- Y02A30/60—Planning or developing urban green infrastructure
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Abstract
本实用新型公开了一种混凝土排水坡,其特征是包括碎砖垫层、混凝土层、环氧树脂胶泥、砂浆面层。地基土上部为20~30cm的碎砖垫层,碎砖垫层宽度为1.5~1.8m,碎砖垫层上部为混凝土层,混凝土层宽度为1.3~1.6m,混凝土层顶部做散水坡度,散水坡度为2%~4%,混凝土层与墙体交接处间隙为2~3cm,间隙内填充环氧树脂胶泥,混凝土层上部做砂浆面层,砂浆面层采用厚度为15~20mm的水泥砂浆。本实用新型简单实用。
The utility model discloses a concrete drainage slope, which is characterized in that it comprises a cushion layer of broken bricks, a concrete layer, epoxy resin clay and a mortar surface layer. The upper part of the foundation soil is a 20-30cm broken brick cushion, the width of the broken brick cushion is 1.5-1.8m, the upper part of the broken brick cushion is a concrete layer, and the width of the concrete layer is 1.3-1.6m. The slope is 2%-4%, the gap between the concrete layer and the wall is 2-3cm, the gap is filled with epoxy resin cement, and the upper part of the concrete layer is used as a mortar surface layer, and the mortar surface layer is made of cement mortar with a thickness of 15-20mm. The utility model is simple and practical.
Description
技术领域 technical field
本实用新型涉及一种混凝土排水坡,适用于建筑领域。The utility model relates to a concrete drainage slope, which is suitable for the construction field.
背景技术 Background technique
建筑物外面排水构造处理不好往往会造成雨水聚积,一方面影响建筑的使用功能,另一方面会影响地基强度。很有必要设置排水坡将雨水有序地排出。Poor treatment of the drainage structure outside the building will often cause rainwater to accumulate, which will affect the function of the building on the one hand, and affect the strength of the foundation on the other hand. It is necessary to set up drainage slopes to discharge rainwater in an orderly manner.
实用新型内容 Utility model content
本实用新型解决的技术问题是提供一种混凝土排水坡,解决传统建筑室外排水不畅的问题。The technical problem solved by the utility model is to provide a concrete drainage slope to solve the problem of poor outdoor drainage of traditional buildings.
本实用新型包括碎砖垫层、混凝土层、环氧树脂胶泥、砂浆面层。地基土上部为20~30cm的碎砖垫层,碎砖垫层宽度为1.5~1.8m,碎砖垫层上部为混凝土层,混凝土层宽度为1.3~1.6m,混凝土层顶部做散水坡度,散水坡度为2%~4%,混凝土层与墙体交接处间隙为2~3cm,间隙内填充环氧树脂胶泥,混凝土层上部做砂浆面层,砂浆面层采用厚度为15~20mm的水泥砂浆。The utility model comprises a cushion layer of broken bricks, a concrete layer, epoxy resin cement and a mortar surface layer. The upper part of the foundation soil is a 20-30cm broken brick cushion with a width of 1.5-1.8m. The upper part of the broken brick cushion is a concrete layer with a width of 1.3-1.6m. The slope is 2%-4%, the gap between the concrete layer and the wall is 2-3cm, the gap is filled with epoxy resin cement, and the upper part of the concrete layer is used as a mortar surface layer, and the mortar surface layer is made of cement mortar with a thickness of 15-20mm.
本实用新型简单实用。The utility model is simple and practical.
附图说明 Description of drawings
图1混凝土排水坡示意图。Figure 1 Schematic diagram of concrete drainage slope.
附图标志:1、地基土,2、碎砖垫层,3、混凝土层,4、环氧树脂胶泥,5、砂浆面层。Reference signs: 1. Foundation soil, 2. Broken brick cushion, 3. Concrete layer, 4. Epoxy resin mortar, 5. Mortar surface layer.
具体实施方式 Detailed ways
以下结合附图对本实用新型进行详细描述。Below in conjunction with accompanying drawing, the utility model is described in detail.
图1为混凝土排水坡示意图。本实用新型包括碎砖垫层2、混凝土层3、环氧树脂胶泥4、砂浆面层5。地基土1上部为30cm的碎砖垫层2,碎砖垫层2宽度为1.6m,碎砖垫层2上部为混凝土层3,混凝土层3宽度为1.5m,混凝土层3顶部做散水坡度,散水坡度为3%,混凝土层3与墙体交接处间隙为2cm,间隙内填充环氧树脂胶泥4,混凝土层3上部做砂浆面层5,砂浆面层5采用厚度为20mm的水泥砂浆。Figure 1 is a schematic diagram of the concrete drainage slope. The utility model comprises a broken
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2012201414636U CN202492914U (en) | 2012-03-27 | 2012-03-27 | Concrete drainage slope |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN2012201414636U CN202492914U (en) | 2012-03-27 | 2012-03-27 | Concrete drainage slope |
Publications (1)
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CN202492914U true CN202492914U (en) | 2012-10-17 |
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CN2012201414636U Expired - Fee Related CN202492914U (en) | 2012-03-27 | 2012-03-27 | Concrete drainage slope |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105672366A (en) * | 2016-02-04 | 2016-06-15 | 中国科学院武汉植物园 | Vegetation type water dispersing structure and construction method thereof |
-
2012
- 2012-03-27 CN CN2012201414636U patent/CN202492914U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105672366A (en) * | 2016-02-04 | 2016-06-15 | 中国科学院武汉植物园 | Vegetation type water dispersing structure and construction method thereof |
CN105672366B (en) * | 2016-02-04 | 2017-08-01 | 中国科学院武汉植物园 | Vegetation type loose water structure and its construction method |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C56 | Change in the name or address of the patentee | ||
CP02 | Change in the address of a patent holder |
Address after: 325000 Zhejiang Province, Wenzhou city Lucheng District Station Avenue Lijing garden 17 building 804 Patentee after: Kong Leilei Address before: 325604 Wenzhou, Zhejiang City, Yueqing province Liushi on the five House Village Patentee before: Kong Leilei |
|
C56 | Change in the name or address of the patentee | ||
CP02 | Change in the address of a patent holder |
Address after: 325604, Room 102, building F13, East Village Road, Changhong village, Liushi Town, Yueqing, Zhejiang Patentee after: Kong Leilei Address before: 325000 Zhejiang Province, Wenzhou city Lucheng District Station Avenue Lijing garden 17 building 804 Patentee before: Kong Leilei |
|
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121017 Termination date: 20130327 |