Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
CN201447648U - Resin concrete drainage ditch - Google Patents
[go: Go Back, main page]

CN201447648U - Resin concrete drainage ditch - Google Patents

Resin concrete drainage ditch Download PDF

Info

Publication number
CN201447648U
CN201447648U CN200920030725XU CN200920030725U CN201447648U CN 201447648 U CN201447648 U CN 201447648U CN 200920030725X U CN200920030725X U CN 200920030725XU CN 200920030725 U CN200920030725 U CN 200920030725U CN 201447648 U CN201447648 U CN 201447648U
Authority
CN
China
Prior art keywords
resin concrete
shell
housing
demoulding
groove
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
CN200920030725XU
Other languages
Chinese (zh)
Inventor
吉文涛
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.)
CHANGYI CHANGRONG MACHINERY Co Ltd
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 CN200920030725XU priority Critical patent/CN201447648U/en
Application granted granted Critical
Publication of CN201447648U publication Critical patent/CN201447648U/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

  • Sewage (AREA)

Abstract

本实用新型涉及一种路面、地面雨水或其他液体的收集和排放设施,具体说是一种树脂混凝土排水沟。包括由树脂混凝土浇注而成的槽状壳体、安装在壳体上的漏水板,壳体的外表面为圆滑过渡的弧形,弧形外表面上设置有凸起的加强筋。在壳体端部的外表面上设置有脱模握槽。在壳体的内侧壁上嵌装有锁板槽。该树脂混凝土排水沟重量轻、强度高,结构合理、便于脱模和使用。

The utility model relates to a collection and discharge facility for road surface, ground rainwater or other liquids, in particular to a resin concrete drainage ditch. It includes a trough-shaped shell cast by resin concrete and a leaking plate installed on the shell. The outer surface of the shell is a smooth and transitional arc, and raised reinforcing ribs are arranged on the arc-shaped outer surface. A demoulding grip groove is provided on the outer surface of the end portion of the shell. A lock plate groove is embedded on the inner side wall of the housing. The resin concrete gutter is light in weight, high in strength, reasonable in structure, and convenient for demoulding and use.

Description

树脂混凝土排水沟 resin concrete gutter

技术领域technical field

本实用新型涉及一种路面、地面雨水或其他液体的收集和排放设施,具体说是一种树脂混凝土排水沟。The utility model relates to a collection and discharge facility for road surface, ground rainwater or other liquids, in particular to a resin concrete drainage ditch.

背景技术Background technique

为了便于排水,道路的两边通常都需要设置排水沟。普通的排水沟由混凝土浇铸而成,上面设置漏水板,这种混凝土的排水沟其内部截面是半圆形,便于雨水流淌,外部截面为矩形,可以获得较高的机械强度。但这种矩形外截面的排水沟原料的用量和重量都比较大,同时,由于结构不合理,脱模和使用的过程中都很不方便。In order to facilitate drainage, it is usually necessary to set up drainage ditches on both sides of the road. Ordinary gutters are made of concrete, with leaking boards installed on them. The inner cross section of this concrete gutter is semicircular, which is convenient for rainwater to flow, and the outer cross section is rectangular, which can obtain higher mechanical strength. However, the amount and weight of raw materials for the gutter with a rectangular outer section are relatively large, and at the same time, due to the unreasonable structure, it is inconvenient to demould and use.

发明内容Contents of the invention

本实用新型的目的是提供一种结构合理、重量轻、强度高、便于脱模和使用的树脂混凝土排水沟。The purpose of the utility model is to provide a resin concrete drainage ditch with reasonable structure, light weight, high strength, easy demoulding and use.

为达到上述目的,本实用新型采用如下的技术方案:In order to achieve the above object, the utility model adopts the following technical solutions:

本实用新型所述的树脂混凝土排水沟包括由树脂混凝土浇注而成的槽状壳体、安装在壳体上的漏水板,其特征在于:壳体的外表面为圆滑过渡的弧形,弧形外表面上设置有凸起的加强筋。The resin concrete drainage ditch described in the utility model includes a trough-shaped shell casted by resin concrete and a leaking plate installed on the shell. Protruding reinforcing ribs are arranged on the outer surface.

在壳体端部的外表面上设置有脱模握槽。A demoulding grip groove is provided on the outer surface of the end portion of the housing.

在壳体的内侧壁上嵌装有锁板槽。A lock plate groove is embedded on the inner side wall of the housing.

采用上述技术方案以后,该树脂混凝土排水沟重量轻、强度高,结构合理、便于脱模和使用。After adopting the above-mentioned technical scheme, the resin concrete drainage ditch is light in weight, high in strength, reasonable in structure, and convenient for demoulding and use.

附图说明Description of drawings

图1是本实用新型一个实施例的立体结构图;Fig. 1 is the three-dimensional structural diagram of an embodiment of the present utility model;

图2是图1实施例的侧视图。FIG. 2 is a side view of the embodiment of FIG. 1 .

具体实施方式Detailed ways

如附图所示,本实用新型所述的树脂混凝土排水沟,包括由树脂混凝土浇注而成的槽状壳体1、安装在壳体1上的漏水板。壳体1的外表面为圆滑过渡的弧形,弧形外表面上设置有凸起的加强筋3。加强筋3为纵向设置,外表面轮廓为直线构成的矩形。可以在壳体1的两端和中间各设置一条这样的加强筋3。当然,如果壳体1的长度较短,也可以只设置一条或者两条加强筋3。这样的外部轮廓结构既节省了原料的使用量,又不会降低结构强度。As shown in the accompanying drawings, the resin concrete drainage ditch described in the utility model includes a trough-shaped shell 1 poured from resin concrete, and a leaking plate installed on the shell 1 . The outer surface of the casing 1 is arc-shaped with a smooth transition, and raised ribs 3 are arranged on the outer surface of the arc-shape. The ribs 3 are arranged longitudinally, and the outline of the outer surface is a rectangle formed by straight lines. One such reinforcing rib 3 can be provided at both ends and in the middle of the shell 1 respectively. Of course, if the length of the housing 1 is relatively short, only one or two reinforcing ribs 3 may be provided. Such an external profile structure not only saves the amount of raw materials used, but also does not reduce the structural strength.

另外,在壳体1端部的外表面上设置有脱模握槽2。脱模握槽2可以使设置在壳体1外侧的一个凹槽,也可以使如图1所示连接在加强筋3一侧的一个凸块,其作用是在浇铸完成以后便于工人脱模,脱模握槽2可以当做脱模时的把手使用。In addition, a demoulding grip groove 2 is provided on the outer surface of the end portion of the housing 1 . The demoulding grip groove 2 can be a groove arranged on the outside of the housing 1, or a protrusion connected to the rib 3 side as shown in Figure 1, and its effect is to facilitate the demoulding of the workers after the casting is completed. The demoulding grip groove 2 can be used as a handle when demoulding.

在壳体1的内侧壁上嵌装有锁板槽4。锁板槽4是一端开口的盒子,其开口端朝向壳体1的内侧。其作用是用于安装固定漏水板的紧固件,漏水板通过螺栓与钩板连接,钩板又插装在锁板槽4中。生产的时候,将锁板槽4用定位钉安装在模具上,浇铸壳体1的时候就可以使锁板槽4镶嵌在其中,避免了直接在壳体1预留凹槽带来脱模困难的问题。A lock plate slot 4 is embedded on the inner side wall of the housing 1 . The lock plate groove 4 is a box with an open end, and its open end faces the inside of the housing 1 . Its effect is to be used for installing the fastener that fixes leaky plate, and leaky plate is connected with hook plate by bolt, and hook plate is inserted in lock plate groove 4 again. During production, the lock plate groove 4 is installed on the mold with positioning nails, and the lock plate groove 4 can be embedded in it when casting the shell 1, avoiding the difficulty of demoulding caused by directly reserving the groove in the shell 1 The problem.

Claims (3)

1. resin concrete gutter, comprise the groove shape housing (1) that forms by resin concrete cast, be installed in the leakage board on the housing (1), it is characterized in that: the external surface of housing (1) is the arc of rounding off, and arc-shaped outer surface is provided with the reinforcing rib (3) of projection.
2. resin concrete according to claim 1 gutter is characterized in that: the external surface of housing (1) end is provided with the demoulding and holds groove (2).
3. resin concrete according to claim 1 and 2 gutter is characterized in that: be embedded with jam plate groove (4) on the inside wall of housing (1).
CN200920030725XU 2009-07-30 2009-07-30 Resin concrete drainage ditch Expired - Fee Related CN201447648U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN200920030725XU CN201447648U (en) 2009-07-30 2009-07-30 Resin concrete drainage ditch

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN200920030725XU CN201447648U (en) 2009-07-30 2009-07-30 Resin concrete drainage ditch

Publications (1)

Publication Number Publication Date
CN201447648U true CN201447648U (en) 2010-05-05

Family

ID=42552364

Family Applications (1)

Application Number Title Priority Date Filing Date
CN200920030725XU Expired - Fee Related CN201447648U (en) 2009-07-30 2009-07-30 Resin concrete drainage ditch

Country Status (1)

Country Link
CN (1) CN201447648U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103061399A (en) * 2013-01-11 2013-04-24 米亚建筑材料(昆山)有限公司 Structure improved gap type drainage channel
CN103492640A (en) * 2011-04-26 2014-01-01 艾康普罗有限公司 Lightweight combined kerb drainage element
CN104817307A (en) * 2015-04-28 2015-08-05 中铁工程设计咨询集团有限公司 Tunnel central ditch, single body thereof and method for manufacturing single body

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103492640A (en) * 2011-04-26 2014-01-01 艾康普罗有限公司 Lightweight combined kerb drainage element
CN103061399A (en) * 2013-01-11 2013-04-24 米亚建筑材料(昆山)有限公司 Structure improved gap type drainage channel
CN104817307A (en) * 2015-04-28 2015-08-05 中铁工程设计咨询集团有限公司 Tunnel central ditch, single body thereof and method for manufacturing single body

Similar Documents

Publication Publication Date Title
CN102677675B (en) Tower crane foundation in building basement and manufacturing method of tower crane foundation
CN201447648U (en) Resin concrete drainage ditch
CN110409327A (en) Pin-connected panel liner box culvert
CN206736955U (en) A kind of comprehensive pipe gallery die
CN206233468U (en) Casting grout sleeve grouting mouth/thick liquid discharge mouth connecting structure
CN102031774A (en) V-shaped pile-slab
CN205259341U (en) Rainwater well that 3D printed
CN107268755A (en) A kind of construction method of inlet for stom water
CN204491810U (en) A kind of embedded floor drain
CN207727733U (en) The spliced gutter that can be had enough to meet the need
CN206186087U (en) A mould for preparing go out muscle prefab
CN209493976U (en) A kind of cable shaft cement cover board
CN107747355A (en) Floor buildings waterproof structure and drip forming panel
CN207538275U (en) The plaster mould box being easily installed
CN209742027U (en) A plastic drainage casing for placing permeable pipes
CN201639249U (en) Prefabricated cable trench
CN218019260U (en) Mould is used in pouring of integration pipeline
CN204919624U (en) Waterproof post -cast strip structure
CN105649331B (en) A kind of interior standpipe water-leakage construction method
CN219175388U (en) Concrete floor leaves water pipeline in advance
CN207700363U (en) Floor buildings waterproof structure and drip forming panel
CN203284802U (en) Inspection well body
CN203795677U (en) Water-proof structure for washroom
CN205741954U (en) A kind of box culvert in large size using steel plate water stopper
CN105113783B (en) A kind of construction formwork and its construction method of gypsum cast-in-situ wall

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
ASS Succession or assignment of patent right

Owner name: CHANGYI CHANGRONG MACHINERY CO., LTD.

Free format text: FORMER OWNER: JI WENTAO

Effective date: 20110919

C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20110919

Address after: 261307 ancient village, Wei Town, Changyi, Shandong

Patentee after: Changyi Changrong Machinery Co., Ltd.

Address before: 261307, Changyi City, Shandong Province town of the ancient village of Changyi Rong Rong Machinery Co., Ltd.

Patentee before: Ji Wentao

CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20100505

Termination date: 20170730