CN104088353A - Drainage system of floor and construction method of drainage system - Google Patents
Drainage system of floor and construction method of drainage system Download PDFInfo
- Publication number
- CN104088353A CN104088353A CN201410320513.0A CN201410320513A CN104088353A CN 104088353 A CN104088353 A CN 104088353A CN 201410320513 A CN201410320513 A CN 201410320513A CN 104088353 A CN104088353 A CN 104088353A
- Authority
- CN
- China
- Prior art keywords
- fixed bar
- terrace
- angle steel
- drainage system
- fastening
- 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.)
- Pending
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention discloses a drainage system of a floor. The drainage system of the floor comprises a drainage groove and a drainage well. The drainage groove and the drainage well are formed in the floor. The floor is formed by concrete casting. A plurality of reinforcing steel bars are embedded into the floor. The drainage groove is communicated with the drainage well. The edges of the drainage groove are paved with steel angles, one side of each steel angle is perpendicular to the floor and is a perpendicular face, and the other side of each steel angle is parallel to the floor and is a horizontal face; the drainage system of the floor further comprises first fixing rods, one end of each first fixing rod is connected with the corresponding steel angle in a fastened mode, and the other end of each first fixing rod is connected with the corresponding reinforcing steel bar in a fastened mode. According to the drainage system of the floor, the steel angles are arranged at the edges of the drainage groove, the drainage groove cannot be damaged when crashed by a vehicle, the steel angles are fixed to the reinforcing steel bars in concrete through the fixing rods, the steel angles cannot be loosened or fall off when the vehicle travels, one-time casting of the concrete is achieved, a drainage network and the floor are formed in an integrated mode, construction is convenient, construction efficiency is high, and vehicle traveling noise is small.
Description
Technical field
The present invention relates to a kind of drainage system and construction method thereof of terrace.
Background technology
At present, the draining of underground garage terrace adopts covered conduit mostly, is stamped cover plate with holes on covered conduit, and cover plate separates construction with gutter, and for attractive in appearance, cover plate need to coordinate perfection with groove, and its difficulty of construction is large; Vehicle can on the cover board be walked, and cover plate need to bear the weight of vehicle, so the requirement of strength of cover plate is higher, so the cost of cover plate is higher; Between cover plate and gutter, be not effectively connected, vehicle on the cover board travels and also easily makes cover plate loosening, after cover plate is loosening, when vehicle to run, can form larger noise; In addition, existing covered conduit size is larger, easily causes ponding.
Summary of the invention
The present invention is intended to solve one of technical problem existing in prior art, for this reason, the present invention proposes a kind of drainage system of terrace, comprise gutter 1, catch pit 2, described gutter, catch pit are arranged on terrace 8, described terrace is that concreting forms, in described terrace, be embedded with some reinforcing bars 3, described gutter is communicated with described catch pit, it is characterized in that, the edge in described gutter is equipped with angle steel 7, and one side of described angle steel is vertical plane perpendicular to terrace, and it is horizontal plane that another side is parallel to terrace; Also comprise fixed bar 1, one end of described fixed bar one is connected with described angle steel is fastening, the other end and fastening being connected of reinforcing bar in concrete.The drainage system of terrace of the present invention, because edge, gutter is provided with angle steel, when Vehicle Driving Cycle, can not roll over bad gutter, and angle steel is fixed on the reinforcing bar in concrete with fixed bar one, when Vehicle Driving Cycle, angle steel can loose or dislocation, and the moulding of concrete one-time-concreting, drainage network and terrace form entirety, easy construction, efficiency of construction is high, and Vehicle Driving Cycle noise is little.
Further, comprise that many are arranged to cancellated gutter, the distance between described gutter is 2 meters to 3 meters; The length and width of the cross section in described gutter is 40 millimeters to 100 millimeters.
Further, fastening being connected of horizontal plane of described fixed bar one and described angle steel.
Further, also comprise fixed bar 26, described fixed bar two one end are connected with described angle steel is fastening, and root reinforcing bar is fastening is connected with another for the other end.
Further, fastening being connected of vertical plane of described fixed bar two and described angle steel.
Further, on described fixed bar 1, be also provided with bracing piece 5, described bracing piece one end and described fastening being connected of fixed bar one, the other end is fastening connected with other reinforcing bars the reinforcing bar being connected except fixed bar one.
In addition on the one hand, propose a kind of construction method of drainage system of terrace, comprised the following steps:
A, lay concrete reinforcement 3;
B, on reinforcing bar, be welded and fixed bar one;
C, on fixed bar one, weld angle steel;
D, concreting.
The construction method of the drainage system of the terrace in other embodiment, comprises the following steps:
A, lay concrete reinforcement 3;
B, on reinforcing bar, be welded and fixed bar one;
C, on fixed bar one, weld angle steel, fixed bar one is welded on the horizontal plane of angle steel;
D, concreting.
The construction method of the drainage system of the terrace in other embodiment, comprises the following steps:
A, lay concrete reinforcement 3;
B, on reinforcing bar, be welded and fixed bar one;
C, on fixed bar one, weld angle steel, fixed bar one is welded on the horizontal plane of angle steel, fixed bar two is welded on the vertical plane of angle steel;
D, concreting.
The construction method of the drainage system of the terrace in other embodiment, comprises the following steps:
A, lay concrete reinforcement 3;
B, on reinforcing bar, be welded and fixed bar one; Bracing piece 5 is set on fixed bar 1, described bracing piece one end and described fastening being connected of fixed bar one, the other end is fastening connected with other reinforcing bars the reinforcing bar being connected except fixed bar one;
C, on fixed bar one, weld angle steel;
D, concreting.
Brief description of the drawings
Fig. 1 is floor map of the present invention;
Fig. 2 is an embodiment sectional drawing of A-A in Fig. 1 of the present invention;
Fig. 3 is another embodiment sectional drawing of A-A in Fig. 1 of the present invention;
Wherein, 1, gutter; 2, catch pit; 3, reinforcing bar; 4, fixed bar one; 5, bracing piece; 6, fixed bar two; 7, angle steel; 8, terrace.
Detailed description of the invention
Describe embodiments of the invention below in detail, the example of described embodiment is shown in the drawings, and wherein same or similar label represents same or similar element or has the element of identical or similar functions from start to finish.Be exemplary below by the embodiment being described with reference to the drawings, be intended to for explaining the present invention, and can not be interpreted as limitation of the present invention.
In addition, term " first ", " second " be only for describing object, and can not be interpreted as instruction or hint relative importance or the implicit quantity that indicates indicated technical characterictic.Thus, one or more these features can be expressed or impliedly be comprised to the feature that is limited with " first ", " second ".In description of the invention, the implication of " multiple " is two or more, unless otherwise expressly limited specifically.
In the present invention, unless otherwise clearly defined and limited, the terms such as term " installation ", " being connected ", " connection ", " fixing " should be interpreted broadly, and for example, can be to be fixedly connected with, and can be also to removably connect, or connect integratedly; Can be mechanical connection, can be also electrical connection; Can be to be directly connected, also can indirectly be connected by intermediary, can be the connection of two element internals.For the ordinary skill in the art, can understand as the case may be above-mentioned term concrete meaning in the present invention.
Embodiment mono-
As shown in Figure 1, be the drainage system schematic diagram of terrace of the present invention, comprise gutter 1, catch pit 2, gutter, catch pit are arranged on terrace 8, and gutter 1 is latticed, crisscross, finally all communicates with catch pit 2.Described terrace is that concreting forms, and in terrace, is embedded with some reinforcing bars.Gutter can be many, these gutters form parallel drainage network or crisscross drainage network, in drainage network, gutter distance L is each other 2～3 meters, cross section b × the h in gutter is can be any numerical value in 40 millimeters to 100 millimeters, if the cross section b × h in gutter is 40 millimeters × 40 millimeters, 50 × 40 millimeters, 50 × 50 millimeters, 100 × 100 millimeters, be in the present embodiment 50 × 50 millimeters.
As shown in Figure 2, be respectively equipped with an angle steel 7 on the both sides in gutter, one side of described angle steel is vertical plane perpendicular to terrace, and it is horizontal plane that another side is parallel to terrace; Also comprise fixed bar 1, one end of described fixed bar one and the horizontal plane of described angle steel is fastening is weldingly connected, the other end be embedded in fastening being weldingly connected of reinforcing bar 3 in terrace concrete.In the present embodiment, fixed bar is the reinforcing bar of 8 millimeters of 4 diameters.Angle steel is of a size of 50 × 50 millimeters in the present embodiment, and the upper surface of angle steel 5 is concordant with terrace surface, fixed bar one for diameter be the reinforcing bar of 8 millimeters, and 1～2 meter of every in the plane spacing arranges the reinforcing bar of a fixed bar one.
Embodiment bis-
As shown in Figure 2, in the present embodiment, on the basis of embodiment mono-, also comprise fixed bar two, one end of fixed bar two and described angle steel is fastening is weldingly connected, the other end is weldingly connected with being embedded in another in terrace root reinforcing bar is fastening.Fixed bar two for diameter be the reinforcing bar of 8 millimeters.
Embodiment tri-
In the present embodiment, as shown in Figure 3, on the basis of embodiment bis-, one end of fixed bar two is and fastening being weldingly connected of vertical plane of described angle steel, and the other end is weldingly connected with being embedded in another in terrace root reinforcing bar is fastening.
Embodiment tetra-
In the above-described embodiments, on fixed bar one, be also welded with a bracing piece 5, bracing piece one end and described fastening being connected of fixed bar one, the other end is fastening connected with other reinforcing bar welding except the reinforcing bar that fixed bar one is connected in concrete; Bracing piece is that diameter is the reinforcing bar of 8 millimeters.
In addition, the construction method of above-described embodiment is, the first step, lay concrete reinforcement 3; Second step, according to the design in gutter, on reinforcing bar, be welded and fixed bar one and/or fixed bar two, these fixed bars one and/or fixed bar two and the angle steel on dual-side edge, gutter are joined; The 3rd step, on fixed bar one, weld angle steel; The 4th step, in the reinforcing bar of forming, fixed bar framework concreting.Extraly, in the second step of some embodiment, on fixed bar one and/or fixed bar two, also weld bracing piece fixed bar one and/or fixed bar two are carried out to reinforcement.
In the description of this manual, the description of reference term " embodiment ", " some embodiment ", " example ", " concrete example " or " some examples " etc. means to be contained at least one embodiment of the present invention or example in conjunction with specific features, structure, material or the feature of this embodiment or example description.In this manual, the schematic statement of above-mentioned term is not necessarily referred to identical embodiment or example.And specific features, structure, material or the feature of description can be with suitable mode combination in any one or more embodiment or example.
Although illustrated and described embodiments of the invention above, be understandable that, above-described embodiment is exemplary, can not be interpreted as limitation of the present invention, those of ordinary skill in the art can change above-described embodiment within the scope of the invention in the situation that not departing from principle of the present invention and aim, amendment, replacement and modification.
Claims (10)
1. the drainage system of a terrace, comprise gutter (1), catch pit (2), described gutter, catch pit are arranged on terrace (8), described terrace is that concreting forms, in described terrace, be embedded with some reinforcing bars (3), described gutter is communicated with described catch pit, it is characterized in that, the edge in described gutter is equipped with angle steel (7), one side of described angle steel is vertical plane perpendicular to terrace, and it is horizontal plane that another side is parallel to terrace; Also comprise fixed bar one (4), one end of described fixed bar one is connected with described angle steel is fastening, the other end and fastening being connected of reinforcing bar in concrete.
2. the drainage system of terrace according to claim 1, is characterized in that, comprises that many are arranged to cancellated gutter, and the distance between described gutter is 2 meters to 3 meters; The length and width of the cross section in described gutter is 40 millimeters to 100 millimeters.
3. the drainage system of terrace according to claim 1, is characterized in that, fastening being connected of horizontal plane of described fixed bar one and described angle steel.
4. the drainage system of terrace according to claim 3, is characterized in that, also comprises fixed bar two (6), and one end of described fixed bar two is connected with described angle steel is fastening, and root reinforcing bar is fastening is connected with another for the other end.
5. the drainage system of terrace according to claim 4, is characterized in that, fastening being connected of vertical plane of described fixed bar two and described angle steel.
6. the drainage system of terrace according to claim 1, it is characterized in that, on described fixed bar 1, be also provided with bracing piece (5), described bracing piece one end and described fastening being connected of fixed bar one, the other end is fastening connected with other reinforcing bars the reinforcing bar being connected except fixed bar one.
7. according to the construction method of the drainage system of the arbitrary described terrace of claim 1 to 6, comprise the following steps:
A, lay concrete reinforcement (3);
B, on reinforcing bar, be welded and fixed bar one (4);
C, on fixed bar one, weld angle steel;
D, concreting.
8. the construction method of the drainage system of terrace according to claim 3, comprises the following steps:
A, lay concrete reinforcement (3);
B, on reinforcing bar, be welded and fixed bar one (4);
C, on fixed bar one, weld angle steel, fixed bar one is welded on the horizontal plane of angle steel;
D, concreting.
9. the construction method of the drainage system of terrace according to claim 4, comprises the following steps:
A, lay concrete reinforcement (3);
B, on reinforcing bar, be welded and fixed bar one (4);
C, on fixed bar one, weld angle steel, fixed bar one is welded on the horizontal plane of angle steel, fixed bar two is welded on the vertical plane of angle steel;
D, concreting.
10. the construction method of the drainage system of terrace according to claim 6, comprises the following steps:
A, lay concrete reinforcement (3);
B, on reinforcing bar, be welded and fixed bar one; Bracing piece (5) is set on fixed bar one (4), described bracing piece one end and described fastening being connected of fixed bar one, the other end is fastening connected with other reinforcing bars the reinforcing bar being connected except fixed bar one;
C, on fixed bar one, weld angle steel;
D, concreting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410320513.0A CN104088353A (en) | 2014-07-04 | 2014-07-04 | Drainage system of floor and construction method of drainage system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410320513.0A CN104088353A (en) | 2014-07-04 | 2014-07-04 | Drainage system of floor and construction method of drainage system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104088353A true CN104088353A (en) | 2014-10-08 |
Family
ID=51636102
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410320513.0A Pending CN104088353A (en) | 2014-07-04 | 2014-07-04 | Drainage system of floor and construction method of drainage system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104088353A (en) |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001115537A (en) * | 1999-10-14 | 2001-04-24 | Kumagai Gumi Co Ltd | Water drain gutter |
| KR20010044805A (en) * | 2001-03-27 | 2001-06-05 | 안경헌 | construction method of draining trench |
| DE20120946U1 (en) * | 2001-12-24 | 2002-03-14 | Wiedemann Gmbh | gutter |
| JP2007146457A (en) * | 2005-11-28 | 2007-06-14 | Toshio Takahashi | Drainage channel construction method |
| CN200955193Y (en) * | 2006-07-06 | 2007-10-03 | 沈阳铝镁设计研究院 | Alkali-resisting water-drain trench structure |
| CN201180307Y (en) * | 2008-03-11 | 2009-01-14 | 中冶东方工程技术有限公司上海分公司 | Indoor trench steel cover plate component of industrial building |
| KR20100059051A (en) * | 2008-11-25 | 2010-06-04 | 서일공영 주식회사 | Construction method of support plate for grating |
| CN202543763U (en) * | 2012-04-14 | 2012-11-21 | 福建省西汉园林景观工程有限公司 | Drainage curb |
| CN204001147U (en) * | 2014-07-04 | 2014-12-10 | 武汉盛世永昌装饰工程有限公司 | A kind of drainage system of terrace |
-
2014
- 2014-07-04 CN CN201410320513.0A patent/CN104088353A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001115537A (en) * | 1999-10-14 | 2001-04-24 | Kumagai Gumi Co Ltd | Water drain gutter |
| KR20010044805A (en) * | 2001-03-27 | 2001-06-05 | 안경헌 | construction method of draining trench |
| DE20120946U1 (en) * | 2001-12-24 | 2002-03-14 | Wiedemann Gmbh | gutter |
| JP2007146457A (en) * | 2005-11-28 | 2007-06-14 | Toshio Takahashi | Drainage channel construction method |
| CN200955193Y (en) * | 2006-07-06 | 2007-10-03 | 沈阳铝镁设计研究院 | Alkali-resisting water-drain trench structure |
| CN201180307Y (en) * | 2008-03-11 | 2009-01-14 | 中冶东方工程技术有限公司上海分公司 | Indoor trench steel cover plate component of industrial building |
| KR20100059051A (en) * | 2008-11-25 | 2010-06-04 | 서일공영 주식회사 | Construction method of support plate for grating |
| CN202543763U (en) * | 2012-04-14 | 2012-11-21 | 福建省西汉园林景观工程有限公司 | Drainage curb |
| CN204001147U (en) * | 2014-07-04 | 2014-12-10 | 武汉盛世永昌装饰工程有限公司 | A kind of drainage system of terrace |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202073005U (en) | Shaped road module | |
| CN102535738A (en) | Prefabricated house wallboards, fully prefabricated house using wallboards, and installation method for fully prefabricated house | |
| JP2016061021A (en) | Drainage member for road surface and method for laying drainage member for road surface | |
| CN202672351U (en) | Sunk key type prefabricated component connected node | |
| CN102587660B (en) | Method for reinforcing rear wall body formwork of adjacent walls of plant | |
| CN204112525U (en) | Band perps precast shear wall structure in strong concrete precast frame | |
| CN104234305A (en) | Reinforced concrete prefabricated part plate with reserved holes in vertical and transverse directions | |
| CN103306463A (en) | Metal liner concrete air channel construction method | |
| CN204001147U (en) | A kind of drainage system of terrace | |
| KR101395129B1 (en) | Precast panel and slab construction method using the same | |
| CN105507472A (en) | Hollow body, hollow floor and manufacturing method of hollow floor | |
| KR20170013009A (en) | Method for constructing junction between the double wall Precast Concretes and the junction structure thereof, the construction method for underground parking using he double wall Precast Concrete, and construction method for the rainwater storage using he double wall Precast Concrete | |
| CN204645318U (en) | A kind of overlaid plate type shear wall | |
| CN104088353A (en) | Drainage system of floor and construction method of drainage system | |
| KR101041435B1 (en) | Slab constructure using integrated girders for arched slabes | |
| CN203499082U (en) | Hidden connecting beam for side steel plate rib concrete composite floor slabs | |
| CN205382595U (en) | Integral shear force wall of steel pipe concrete edge constraint coincide | |
| CN202181728U (en) | Foundation reinforcing bar non-connector construction structure for shear wall and attached-wall column | |
| KR101167980B1 (en) | Structure of upper plate in rainwater storage assembly | |
| KR101187778B1 (en) | Form | |
| CN104631675A (en) | Double-face prefabricated superimposed plate | |
| CN205591358U (en) | Rear -mounted connecting elements between building prefab | |
| CN204491948U (en) | A kind of two-sided prefabricated superimposed sheet | |
| CN203441095U (en) | Template support system for constructing beam-plate post-cast strip | |
| KR101476733B1 (en) | Concrete floor of the building process to increase |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20141008 |