CN203213148U - Basement drainage ditch construction structure - Google Patents
Basement drainage ditch construction structure Download PDFInfo
- Publication number
- CN203213148U CN203213148U CN 201320240236 CN201320240236U CN203213148U CN 203213148 U CN203213148 U CN 203213148U CN 201320240236 CN201320240236 CN 201320240236 CN 201320240236 U CN201320240236 U CN 201320240236U CN 203213148 U CN203213148 U CN 203213148U
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- angle steel
- drainage ditch
- construction
- institute
- side angle
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Abstract
The utility model discloses a basement drainage ditch construction structure comprising two angle irons arranged in parallel and a cover plate lapped between the two angle irons and covering a constructed drainage ditch, wherein the cover plate is located right above the constructed drainage ditch; the two angle irons comprise a left side angle iron and a right side angle iron, which are arranged in a bilaterally symmetrical manner; the left side angle iron and the right side angle iron are arranged along the length direction of the constructed drainage ditch; the constructed drainage ditch is a drainage channel reserved on a basement floor, the basement floor is a cast-in-place slab, and the top parts of the left side angle iron and the right side angle iron are leveled with the upper surface of a ground surface layer paved on the basement floor. The basement drainage ditch construction structure disclosed by the utility model is simple in structure, reasonable in design, convenient to construct and operate and high in working efficiency, the construction quality easy to guarantee, application duration is long, successive maintenance cost is low, and the corners of the constructed drainage ditch are unlikely to damage.
Description
Technical field
The utility model belongs to basement drain ditch construction technical field, especially relates to a kind of basement drain ditch construction structure.
Background technology
Generally all be provided with the gutter in the basement, but the unification of the neither one of basement drain ditch construction at present, standard and concrete job practices can be followed, thereby there are problems such as constructing operation is more random, lack of standardization, construction quality is relatively poor during practice of construction inevitably, corner, the gutter destructible of institute's construction molding, and gutter cover plate out-of-flatness.Thereby, nowadays need a kind of simple in structure, reasonable in design, constructing operation is easy and construction quality is easy to control, construction effect is good basement drain ditch construction structure, the corner, gutter that construction is finished is difficult for destroyed, service time is long, the later period maintenance expense is low, and the gutter cover plate is smooth.
The utility model content
Technical problem to be solved in the utility model is at above-mentioned deficiency of the prior art, a kind of basement drain ditch construction structure is provided, it is simple in structure, reasonable in design and constructing operation is easy, work efficiency is high, construction quality is easy to guarantee, the corner, gutter that construction is finished is difficult for destroyed, and service time is long, and the later period maintenance expense is low.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is: a kind of basement drain ditch construction structure, it is characterized in that: comprise twice be the angle steel of parallel laying and set up between the described angle steel of twice and lid be contained in cover plate on institute's construction drainage ditch, described cover plate be positioned at institute's construction drainage ditch directly over; The described angle steel of twice comprises the left side angle steel that is laid in top, institute construction drainage ditch left side and the right side angle steel that is laid in top, institute construction drainage ditch right side, and described left side angle steel and right side angle steel are bilateral symmetry and lay; Described left side angle steel and right side angle steel are all laid along the length direction of institute's construction drainage ditch; Institute's construction drainage ditch is the drainage channel of reserving on the basement bottom board, and described basement bottom board is cast-in-place plate, the top of described left side angle steel and right side angle steel all with basement bottom board on the upper surface of the ground surface layer of laying mutually concordant; The top, left side of institute's construction drainage ditch is provided with the mounting groove of installing for the left side angle steel, and top, the right side of institute's construction drainage ditch is provided with the mounting groove of installing for the right side angle steel.
Above-mentioned basement drain ditch construction structure, it is characterized in that: described cover plate is stone grating, grate or plastics grate.
Above-mentioned basement drain ditch construction structure, it is characterized in that: the junction between described left side angle steel and right side angle steel and the institute's construction drainage ditch all is connected and sealed by fluid sealant.
Above-mentioned basement drain ditch construction structure is characterized in that: the bottom of institute's construction drainage ditch and about all be affixed with face brick or evenly be coated with on two sidewalls and be brushed with one deck cement mortar coating.
Above-mentioned basement drain ditch construction structure, it is characterized in that: described left side angle steel is by the securing member one fastening top, left side that is fixed on institute's construction drainage ditch, described right side angle steel is by the securing member two fastening tops, right side that are fixed on institute's construction drainage ditch, and described securing member one and described securing member two are all laid along the length direction of institute's construction drainage ditch.
Above-mentioned basement drain ditch construction structure is characterized in that: described securing member one is the left side steel plate that is embedded in top, institute construction drainage ditch left side, and described securing member two is for being embedded in the right side steel plate of top, institute construction drainage ditch right side.
Above-mentioned basement drain ditch construction structure, it is characterized in that: described left side angle steel is weldingly fixed on the steel plate of left side, and the right side angle steel is weldingly fixed on the steel plate of right side.
Above-mentioned basement drain ditch construction structure, it is characterized in that: described left side angle steel left side and angle steel right side, right side are affixed with the fringing brick, and the width of described fringing brick is 50mm～80mm.
The utility model compared with prior art has the following advantages:
1, simple in structure and reasonable in design, it is lower to drop into construction cost, and used construction equipment is few.
2, job practices is simple, operation is simple and easy and it is convenient to realize.
3, work efficiency height, construction quality be easy to guarantee and construction effect good, the gutter result of use that construction is finished is good, service time is long, and cover plate laying in gutter is smooth.
In sum, the utility model is simple in structure, reasonable in design and constructing operation is easy, work efficiency is high, construction quality is easy to guarantee that the corner, gutter that construction is finished is difficult for destroyed, and service time is long, and the later period maintenance expense is low.
Below by drawings and Examples, the technical solution of the utility model is described in further detail.
Description of drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is superstructure schematic diagram of the present utility model.
Description of reference numerals:
1-gutter; 2-cover plate; 3-1-left side angle steel;
3-2-right side angle steel; 4-basement bottom board; 5-cement mortar coating;
6-1-left side steel plate; 6-2-right side steel plate; 7-bed course;
8-ground surface layer.
The specific embodiment
As shown in Figure 1 and Figure 2, the utility model comprise twice be the angle steel of parallel laying and set up between the described angle steel of twice and lid be contained in cover plate 2 on institute's construction drainage ditch 1, described cover plate 2 be positioned at institute's construction drainage ditch 1 directly over.The described angle steel of twice comprises the left side angle steel 3-1 that is laid in top, institute construction drainage ditch 1 left side and the right side angle steel 3-2 that is laid in top, institute construction drainage ditch 1 right side, and described left side angle steel 3-1 and right side angle steel 3-2 are bilateral symmetry and lay.Described left side angle steel 3-1 and right side angle steel 3-2 all lay along the length direction of institute's construction drainage ditch 1.Institute's construction drainage ditch 1 is the drainage channel of reserving on the basement bottom board 4, and described basement bottom board 4 is cast-in-place plate, the top of described left side angle steel 3-1 and right side angle steel 3-2 all with basement bottom board 4 on the upper surface of the ground surface layer 8 of laying mutually concordant.The top, left side of institute's construction drainage ditch 1 is provided with the mounting groove of installing for left side angle steel 3-1, and top, the right side of institute's construction drainage ditch 1 is provided with the mounting groove of installing for right side angle steel 3-2.
In the present embodiment, the junction between described left side angle steel 3-1 and right side angle steel 3-2 and the institute's construction drainage ditch 1 all is connected and sealed by fluid sealant.
During practice of construction, described cover plate 2 is stone grating, grate or plastics grate.In the present embodiment, described cover plate 2 is grate.
In the present embodiment, the bottom of institute's construction drainage ditch 1 and about all be affixed with face brick or evenly be coated with on two sidewalls and be brushed with one deck cement mortar coating 5.
During practice of construction, described left side angle steel 3-1 is by the securing member one fastening top, left side that is fixed on institute's construction drainage ditch 1, described right side angle steel 3-2 is by the securing member two fastening tops, right side that are fixed on institute's construction drainage ditch 1, and described securing member one and described securing member two are all laid along the length direction of institute's construction drainage ditch 1.
In the present embodiment, described securing member one is the left side steel plate 6-1 that is embedded in top, institute construction drainage ditch 1 left side, and described securing member two is for being embedded in the right side steel plate 6-2 of top, institute construction drainage ditch 1 right side.And described left side angle steel 3-1 is weldingly fixed on the steel plate 6-1 of left side, and right side angle steel 3-2 is weldingly fixed on the steel plate 6-2 of right side.
In the present embodiment, described left side angle steel 3-1 left side and angle steel 3-2 right side, right side are affixed with the fringing brick, and the width of described fringing brick is 50mm～80mm.
During practice of construction, described basement bottom board 4 is laid on the bed course 7.
The above; it only is preferred embodiment of the present utility model; be not that the utility model is imposed any restrictions; every any simple modification, change and equivalent structure of above embodiment being done according to the utility model technical spirit changes, and all still belongs in the protection domain of technical solutions of the utility model.
Claims (8)
1. basement drain ditch construction structure, it is characterized in that: comprise twice be the angle steel of parallel laying and set up between the described angle steel of twice and lid be contained in cover plate (2) on institute's construction drainage ditch (1), described cover plate (2) be positioned at institute's construction drainage ditch (1) directly over; The described angle steel of twice comprises the left side angle steel (3-1) that is laid in top, institute's construction drainage ditch (1) left side and the right side angle steel (3-2) that is laid in top, institute's construction drainage ditch (1) right side, and described left side angle steel (3-1) and right side angle steel (3-2) are bilateral symmetry and lay; Described left side angle steel (3-1) and right side angle steel (3-2) are all laid along the length direction of institute's construction drainage ditch (1); Institute's construction drainage ditch (1) is that basement bottom board (4) is gone up the drainage channel of reserving, described basement bottom board (4) is cast-in-place plate, the top of described left side angle steel (3-1) and right side angle steel (3-2) all with basement bottom board (4) on the upper surface of the ground surface layer of laying (8) mutually concordant; The top, left side of institute's construction drainage ditch (1) is provided with the mounting groove of installing for left side angle steel (3-1), and top, the right side of institute's construction drainage ditch (1) is provided with the mounting groove of installing for right side angle steel (3-2).
2. according to the described basement drain ditch construction of claim 1 structure, it is characterized in that: described cover plate (2) is stone grating, grate or plastics grate.
3. according to claim 1 or 2 described basement drain ditch construction structures, it is characterized in that: the junction between described left side angle steel (3-1) and right side angle steel (3-2) and the institute's construction drainage ditch (1) all is connected and sealed by fluid sealant.
4. according to claim 1 or 2 described basement drain ditches construction structures, it is characterized in that: the bottom of institute's construction drainage ditch (1) and about all be affixed with face brick or evenly be coated with on two sidewalls and be brushed with one deck cement mortar coating (5).
5. according to claim 1 or 2 described basement drain ditch construction structures, it is characterized in that: described left side angle steel (3-1) is by the securing member one fastening top, left side that is fixed on institute's construction drainage ditch (1), described right side angle steel (3-2) is by the securing member two fastening tops, right side that are fixed on institute's construction drainage ditch (1), and described securing member one and described securing member two are all laid along the length direction of institute's construction drainage ditch (1).
6. according to the described basement drain ditch construction of claim 5 structure, it is characterized in that: described securing member one is for being embedded in the left side steel plate (6-1) of top, institute's construction drainage ditch (1) left side, and described securing member two is the right side steel plate (6-2) that is embedded in above institute's construction drainage ditch (1) right side.
7. according to the described basement drain ditch construction of claim 6 structure, it is characterized in that: described left side angle steel (3-1) is weldingly fixed on the left side steel plate (6-1), and right side angle steel (3-2) is weldingly fixed on the right side steel plate (6-2).
8. according to claim 1 or 2 described basement drain ditch construction structures, it is characterized in that: described left side angle steel (3-1) left side and right side angle steel (3-2) right side are affixed with the fringing brick, and the width of described fringing brick is 50mm～80mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320240236 CN203213148U (en) | 2013-05-07 | 2013-05-07 | Basement drainage ditch construction structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320240236 CN203213148U (en) | 2013-05-07 | 2013-05-07 | Basement drainage ditch construction structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203213148U true CN203213148U (en) | 2013-09-25 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320240236 Expired - Fee Related CN203213148U (en) | 2013-05-07 | 2013-05-07 | Basement drainage ditch construction structure |
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| CN (1) | CN203213148U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104120777A (en) * | 2013-11-05 | 2014-10-29 | 成都科创佳思科技有限公司 | Drainage ditch construction structure |
| CN104196115A (en) * | 2014-08-01 | 2014-12-10 | 深圳市建筑设计研究总院有限公司 | Basement sump structure |
| CN106836444A (en) * | 2016-12-29 | 2017-06-13 | 中国人民解放军63926部队 | A kind of drainage ditch cover plate structure of resist fluids impact |
| CN111576589A (en) * | 2020-05-28 | 2020-08-25 | 中建五局第三建设有限公司 | Secondary slope finding-free drainage ditch construction method and structure |
-
2013
- 2013-05-07 CN CN 201320240236 patent/CN203213148U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104120777A (en) * | 2013-11-05 | 2014-10-29 | 成都科创佳思科技有限公司 | Drainage ditch construction structure |
| CN104196115A (en) * | 2014-08-01 | 2014-12-10 | 深圳市建筑设计研究总院有限公司 | Basement sump structure |
| CN104196115B (en) * | 2014-08-01 | 2016-08-24 | 深圳市建筑设计研究总院有限公司 | Basement water collection pit structure |
| CN106836444A (en) * | 2016-12-29 | 2017-06-13 | 中国人民解放军63926部队 | A kind of drainage ditch cover plate structure of resist fluids impact |
| CN106836444B (en) * | 2016-12-29 | 2019-07-26 | 中国人民解放军63926部队 | A kind of drainage ditch cover plate structure of resist fluids impact |
| CN111576589A (en) * | 2020-05-28 | 2020-08-25 | 中建五局第三建设有限公司 | Secondary slope finding-free drainage ditch construction method and structure |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130925 Termination date: 20160507 |
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| CF01 | Termination of patent right due to non-payment of annual fee |