CN202492914U - Concrete drainage slope - Google Patents

Concrete drainage slope Download PDF

Info

Publication number
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
Authority
CN
China
Prior art keywords
layer
concrete
broken brick
surface layer
mortar surface
Prior art date
Legal status (The legal status 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 status listed.)
Expired - Fee Related
Application number
CN2012201414636U
Other languages
Chinese (zh)
Inventor
孔蕾蕾
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN2012201414636U priority Critical patent/CN202492914U/en
Application granted granted Critical
Publication of CN202492914U publication Critical patent/CN202492914U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

Landscapes

  • Road Paving Structures (AREA)

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

一种混凝土排水坡a concrete drainage slope

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 brick cushion layer 2, a concrete layer 3, an epoxy resin cement 4, and a mortar surface layer 5. The upper part of the foundation soil 1 is a 30cm broken brick cushion layer 2, the width of the broken brick cushion layer 2 is 1.6m, the upper part of the broken brick cushion layer 2 is a concrete layer 3, and the width of the concrete layer 3 is 1.5m. The slope of the loose water is 3%, the gap between the concrete layer 3 and the wall is 2cm, the gap is filled with epoxy resin cement 4, and the upper part of the concrete layer 3 is used as a mortar surface layer 5, and the mortar surface layer 5 adopts cement mortar with a thickness of 20mm.

Claims (1)

1. a concrete weathering is characterized in that comprising broken brick hardcore, layer of concrete, epoxy resin daub, mortar surface layer, and foundation soil top is the broken brick hardcore of 20~30cm; The broken brick hardcore width is 1.5~1.8m, and broken brick hardcore top is layer of concrete, and the layer of concrete width is 1.3~1.6m; The aproll gradient is made at the layer of concrete top; The aproll gradient is 2%~4%, and layer of concrete and gap, body of wall junction are 2~3cm, filling epoxy resin clay in the gap; The mortar surface layer is done on layer of concrete top, and it is the cement mortar of 15~20mm that the mortar surface layer adopts thickness.
CN2012201414636U 2012-03-27 2012-03-27 Concrete drainage slope Expired - Fee Related CN202492914U (en)

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
CN2012201414636U CN202492914U (en) 2012-03-27 2012-03-27 Concrete drainage slope

Publications (1)

Publication Number Publication Date
CN202492914U true CN202492914U (en) 2012-10-17

Family

ID=46999149

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2012201414636U Expired - Fee Related CN202492914U (en) 2012-03-27 2012-03-27 Concrete drainage slope

Country Status (1)

Country Link
CN (1) CN202492914U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
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

Cited By (2)

* Cited by examiner, † Cited by third party
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

Similar Documents

Publication Publication Date Title
CN203007997U (en) Precast concrete plank aproll
CN201546313U (en) A landscape pebble loose water with gutter
CN202492914U (en) Concrete drainage slope
CN201981549U (en) Precast electric pole pile
CN204753783U (en) Prefabricated concrete rain sewage inspection shaft device
CN203960903U (en) A kind of surface is provided with the plastic inspection well of netted reinforcing rib
CN203257014U (en) Structure of granite step
CN202187330U (en) Concrete hardened prefabricated spliced trapezoidal channel
CN204898645U (en) Construction waste regeneration drainage CFG pile foundation
CN203080540U (en) Iron tower foundation of power transmission line
CN202530551U (en) Brick drainage slope
CN202500209U (en) Brick drainage ditch
CN203008107U (en) Apron slope with concrete open trench
CN203977948U (en) A kind of integral cast-in-situ formula main transformer oil sump
CN202492861U (en) Moisture-proof structure of walls
CN202073170U (en) Convenient-to-replace floor drain system
CN201420394Y (en) Die for making pipeline reserved holes
CN202492916U (en) Concrete drainage ditch
CN202767408U (en) Gravel step
CN205530400U (en) Batter pile test model steel reinforcement cage cushion inclines
CN204626449U (en) A shaped steel concrete cantilever type barricade for high fill district
CN203960988U (en) A kind of mouthful embedded plastic inspection well
CN204825868U (en) Construction waste regeneration drainage CFG tamped pile foundation
CN204040009U (en) Settlement observation plate and displacement observation pilework
CN203222830U (en) Multi-ply waterproof structure of basement

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