CN109811781A - Water scenery stage foundation drainage structure - Google Patents
Water scenery stage foundation drainage structure Download PDFInfo
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- CN109811781A CN109811781A CN201910259819.2A CN201910259819A CN109811781A CN 109811781 A CN109811781 A CN 109811781A CN 201910259819 A CN201910259819 A CN 201910259819A CN 109811781 A CN109811781 A CN 109811781A
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- foundation beam
- gutter
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- stage
- water
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Abstract
Water scenery stage foundation drainage structure of the present invention includes: foundation beam, a plurality of first foundation beam and a plurality of second foundation beam including grid-shaped arrangement, first foundation beam is arranged along first direction, and the second foundation beam is arranged in a second direction, and first foundation beam and the second foundation beam are inverted T font structure；A plurality of gutter, gutter are arranged in a second direction and intersect with first foundation beam, and the both sides of the edge of discharge structure are run through at the both ends in gutter, and first foundation beam is formed with the through-hole for supplying water and flowing through in the intersection in gutter and first foundation beam.The present invention realizes comprehensive, the Quick drainage of water scenery stage by setting foundation beam and gutter.Gather draining ditch water discharge under stage, while the foundation beam that gathers plays a supportive role；The support construction of latticed arrangement improves weight bearing power；Foundation beam is inverted T-shaped structure, increases bottom surface forced area, reduces Unit area loading pressure, it is firm to anchor after backfill.
Description
Technical field
The present invention relates to building fields, and in particular to a kind of water scenery stage foundation drainage structure.
Background technique
With the development of economic civilization, stage construction be it is commonplace, purposes is also quite extensively, such as to perform, open
Curtain formula, ceremony etc..However when stage is complicated using function, it is desirable that Zhong Duoshi there is no the construction technology of complete set maturation.Example
If large-scale aquashow, water effect performance stage are after the completion of performance, all water scenery water on moment emptying stage are needed, this is just
Very high requirement is proposed to stage wink drainage technique, all water sceneries on moment emptying stage are not achieved in current stage water discharge technology
With the requirement of water.
Summary of the invention
In order to solve the problems, such as stage in the prior art can not Quick drainage, the present invention provides a kind of water scenery stage bases
Plinth discharge structure.
Water scenery stage foundation drainage structure provided by the invention, comprising:
Foundation beam, a plurality of first foundation beam and a plurality of second foundation beam including grid-shaped arrangement, the first foundation
Beam is arranged along first direction, and second foundation beam is arranged in a second direction, the first foundation beam and second foundation beam
It is inverted T font structure；
A plurality of gutter, the gutter are arranged along the second direction and intersect with the first foundation beam, the row
The both sides of the edge of the discharge structure are run through at the both ends in ditch, and the first foundation beam is in the gutter and the first foundation
The intersection of beam is formed with the through-hole for supplying water and flowing through.
The present invention realizes comprehensive, the Quick drainage of water scenery stage by setting foundation beam and gutter.It is close under stage
The draining of cloth gutter, while the foundation beam that gathers plays a supportive role；Good mating reaction is played between support in order to make to drain,
Foundation beam of the invention includes the foundation beam of both direction, i.e. first foundation beam and the second foundation beam, the support of latticed arrangement
Structure improves weight bearing power；Multiple gutters are set in the same direction, realize that orderly draining is meeting convenient for construction
While drainability, avoid that structural load ability is greatly lowered；Foundation beam is inverted T-shaped structure, is conducive to stress, is increased
Bottom surface forced area reduces Unit area loading pressure, and it is firm to anchor after backfill；First foundation beam and gutter intersection
Place, first foundation beam form the through-hole for supplying water and flowing through, it is thus achieved that gutter passes through first foundation beam, convenient for draining.
Water scenery stage foundation drainage structure of the present invention further improvement lies in that, the first foundation beam and second base
Plinth beam includes the basic courses department of bottom and the support portion for being connected to the basic courses department；
The gutter includes interconnecting piece and two edges of a wing portion, and the interconnecting piece is connected to the bottom in two edge of a wing portions
Between；
The bottom surface of the basic courses department and the bottom surface of the interconnecting piece are located at sustained height, the top surface of the basic courses department and described
The top surface of interconnecting piece is located at sustained height, and the top surface in the top surface of the support portion and the edge of a wing portion is located at sustained height.
The further improvement of water scenery stage foundation drainage structure of the present invention is that the through-hole is located at the first foundation
The top of beam and the interconnecting piece of the gutter intersection.
Water scenery stage foundation drainage structure of the present invention further improvement lies in that, be equipped in the top opening in the gutter
Drain double-edged fine-toothed comb.
Water scenery stage foundation drainage structure of the present invention further improvement lies in that, further include circular groove, the circular groove is surrounded on
The edge of the discharge structure is simultaneously connected to the gutter.
Water scenery stage foundation drainage structure of the present invention further improvement lies in that, the gutter, the first foundation beam
Backfilling material filled with tool water penetration between second foundation beam.
Water scenery stage foundation drainage structure of the present invention further improvement lies in that, the height of the discharge structure is lower than ground
Face.
Water scenery stage foundation drainage structure of the present invention further improvement lies in that, per between adjacent second foundation beam
Equipped with a gutter.
Detailed description of the invention
Fig. 1 is the local overlooking schematic diagram of the water scenery stage foundation drainage structure of the embodiment of the present invention (not set time in figure
Filling chock material).
Fig. 2 is the schematic cross-sectional view (backfilling material is provided in figure) in the direction A-A in Fig. 1.
Fig. 3 is the structural schematic diagram in gutter in the embodiment of the present invention.
Specific embodiment
In order to solve the problems, such as stage in the prior art can not Quick drainage, the present invention provides a kind of water scenery stage bases
Plinth discharge structure.
Water scenery stage foundation drainage structure of the present invention is described further in the following with reference to the drawings and specific embodiments.Ability
Field technique personnel can other advantages and efficacy of the present invention can be easily understood by content disclosed by this specification.
In conjunction with shown in Fig. 1 to Fig. 3, water scenery stage foundation drainage structure of the present invention includes:
Foundation beam, a plurality of first foundation beam 11 and a plurality of second foundation beam 12 including grid-shaped arrangement, first foundation
Beam 11 is arranged along first direction, and the second foundation beam 12 is arranged in a second direction, and first foundation beam 11 and the second foundation beam 12 are
Inverted T font structure；
A plurality of gutter 20, gutter 20 are arranged and intersect with first foundation beam 11, the two of gutter 20 in a second direction
The both sides of the edge of discharge structure are run through at end, and first foundation beam 11 is formed with confession in the intersection in gutter 20 and first foundation beam 11
The through-hole 111 that water flows through.
The present invention realizes comprehensive, the Quick drainage of water scenery stage by setting foundation beam and gutter 20.Under stage
Densely covered gutter 20 drains, while the foundation beam that gathers plays a supportive role；Good cooperation is played between support in order to make to drain
Effect, foundation beam of the invention includes the foundation beam of both direction, i.e. first foundation beam 11 and the second foundation beam 12, latticed cloth
The support construction set improves weight bearing power, preferably, first foundation beam 11 is perpendicular to the second foundation beam 12；Make multiple gutters
20 are arranged in the same direction, realize that orderly draining while meeting drainability, avoids being greatly lowered convenient for construction
Structural load ability；Foundation beam is inverted T-shaped structure, is conducive to stress, increases bottom surface forced area, reduces Unit area loading
Pressure, it is firm to anchor after backfill；20 intersection of first foundation beam 11 and gutter, first foundation beam 11 are formed for water flow
The through-hole 111 crossed, it is thus achieved that gutter 20 passes through first foundation beam 11, convenient for draining.
The present invention has especially big stage quick water-discharging function, while having high weight bearing power.
Preferably, a gutter 20 is equipped between per the second adjacent foundation beam 12, to a greater degree using limited
Space promotes drainage performance, while having high weight bearing power.
Further, first foundation beam 11 and the second foundation beam 12 include the basic courses department 101 of bottom and are connected to basis
The support portion 102 in portion 101；Gutter 20 includes interconnecting piece 201 and two edges of a wing portion 202, and interconnecting piece 201 is connected to two edges of a wing
Between the bottom in portion 202；The bottom surface of basic courses department 101 and the bottom surface of interconnecting piece 201 are located at sustained height, the top surface of basic courses department 101
It is located at sustained height with the top surface of interconnecting piece 201, the top surface of support portion 102 and the top surface in edge of a wing portion 202 are located at sustained height.
In the present embodiment, foundation beam and gutter 20 are matched, and basic courses department 101 and the same bottom of interconnecting piece 201, same thickness are convenient for
Formwork can pour together when casting concrete；Convenient for concreting, avoid because height it is inconsistent caused by
Pour difficulty.Likewise, the same bottom of support portion 102 and edge of a wing portion 202, with thick, be convenient for formwork, when casting concrete can pour together
It builds.
Further, through-hole 111 is located at the top of the interconnecting piece 201 of first foundation beam 11 and 20 intersection of gutter.
In the present embodiment, the part of 111 top of through-hole of first foundation beam 11 can still play a supporting role, improve
Weight bearing power avoids Local Loads ability uneven.
Further, draining double-edged fine-toothed comb 50 is equipped in the top opening in gutter 20.
It further, further include circular groove 40, circular groove 40 is surrounded on the edge of discharge structure and is connected to gutter 20.
In the present embodiment, in the circular groove 40 of stage edge (i.e. the edge of discharge structure) setting large capacity, water is by gutter
20 flow to circular groove 40, then are discharged by circular groove 40.
Further, the backfill filled with tool water penetration between gutter 20, first foundation beam 11 and the second foundation beam 12
Material 30.
In the present embodiment, backfilling material 30 is set, while meeting intensity, can ensure that the small water in part has not enough time to flow
Enter gutter 20, i.e., absorbed by back filled region, reaches sponge effect.
Specifically, backfilling material 30 includes the rubble of lower part and the high-strength drainage concrete of top 150mm thickness.
In the present embodiment, foundation bottom is the concrete cushion 1 of 100mm thickness C20；Foundation beam and gutter 20 are set to coagulation
1 top of soil padding.
Further, the height of discharge structure is lower than ground.
Specific construction process in practice of construction is as follows: stage basis instrument being lower than surrounding ground first, it is ensured that draining
Moment will not diffuse out ground, cause all to there are flowing out on the runway of outside existing；The maximum circular groove 40 of construction depth；Install basic courses department
101 and interconnecting piece 201 template, pour the concrete of basic courses department 101 and interconnecting piece 201；Install support portion 102 and edge of a wing portion
202 template pours the concrete of support portion 102 and edge of a wing portion 202.
Basic courses department 101 and interconnecting piece 201 in the present embodiment with thickness, convenient for formwork, pour the bottom of with；Support portion 102 and the wing
Edge 202 with thickness, convenient for formwork, pours the bottom of with.
Preferably, replacing template using square when formwork, is stacked out with square to casting space, poured between square mixed
Solidifying earth forming foundation beam and gutter 20；Template connecting structure complicated when supporting module is avoided as a result, it is multiple suitable for this
Miscellaneous, intensive constructing structure.
Disclosure sets forth a kind of large-scale basic moment drain structure technology of water scenery stage, the construction with water scenery stage is
Example, is specifically described relative configurations construction technology.It is specific as follows: stage basis instrument being lower than surrounding ground first, it is ensured that draining
Moment will not diffuse out ground, cause all to there are flowing out on the runway of outside existing；Among all stage foundation beams, it is arranged to gather and leads to
Long gutter 20 constructs, and makes stage integral layout on a large area gutter 20, as shown in Fig. 1.Meanwhile foundation beam with
The intermediate backfilling material 30 in gutter 20 is seepy material, while meeting intensity, can ensure that the small water in part has not enough time to
Gutter 20 is flowed into, i.e., is absorbed by back filled region, reaches sponge effect.
Gene basis beam is according to force request, and spacing maximum is arranged to 2m, therefore gutter 20 is arranged between foundation beam and occupies
Middle position, as shown in Fig. 2.And moment can guarantee by the gutter 20 setting, rapidly empty water in landscape pond
Effect, and it is able to satisfy chance torrential rain proper drainage requirement in 100 years one.Meanwhile water hole (through-hole 111) is crossed using on beam, it is ensured that institute
Displacement all outbound flows, and finally collects in circular groove 40, and outflow is over-the-counter in time.
Such foundation structure setting, can guarantee that later period stage transform Football Field Turf as, can also reach the effect of water-permeable and air permeable
Fruit, conducive to the effect of lawn maintenance and turf grass growth.
The invention patent advantage and good effect:
1, gutter 20 can reach generous amount drainage effect, even if there is extra torrential rain, also can proper drainage, guarantee military transportation
Understand opening ceremony stage not ponding；
2, underlying security is reliable, and can effectively carry stage load, and be able to satisfy Quick drainage；
3, overall construction is simple, and process is improved feasible, can build up within the bimestrial time, meet quick construction.
4, facilitate later period stage to remove transformation, be conducive to basic top football pitch turf grass growth, meet green construction principle.
The above is only presently preferred embodiments of the present invention, not do limitation in any form to the present invention, although this
Invention has been disclosed in a preferred embodiment above, and however, it is not intended to limit the invention, any person skilled in the art,
In the range of not departing from technical solution of the present invention, when the technology contents using the disclosure above make a little change or are modified to
With the equivalent embodiment of variation, but anything that does not depart from the technical scheme of the invention content, according to the technical essence of the invention to
Any simple modification, equivalent change and modification made by upper embodiment, all of which are still within the scope of the technical scheme of the invention.
It should be noted that this specification structure depicted in this specification institute accompanying drawings, ratio, size etc., only to cooperate
The bright revealed content of book is not intended to limit the invention enforceable limit so that those skilled in the art understands and reads
Fixed condition, therefore do not have technical essential meaning, the modification of any structure, the change of proportionate relationship or the adjustment of size, not
It influences still fall in disclosed technology contents under the effect of present invention can be generated and the purpose that can reach and obtain
In the range of capable of covering.
Claims (8)
1. a kind of water scenery stage foundation drainage structure characterized by comprising
Foundation beam, a plurality of first foundation beam and a plurality of second foundation beam including grid-shaped arrangement, first foundation beam edge
First direction setting, second foundation beam are arranged in a second direction, and the first foundation beam and second foundation beam are
Inverted T font structure；
A plurality of gutter, the gutter are arranged along the second direction and intersect with the first foundation beam, the gutter
Both ends run through the both sides of the edge of the discharge structure, the first foundation beam is in the gutter and the first foundation beam
Intersection is formed with the through-hole for supplying water and flowing through.
2. water scenery stage foundation drainage structure as described in claim 1, it is characterised in that: the first foundation beam and described
Two foundation beams include the basic courses department of bottom and the support portion for being connected to the basic courses department；
The gutter includes interconnecting piece and two edges of a wing portion, the interconnecting piece be connected to two edge of a wing portions bottom it
Between；
The bottom surface of the basic courses department and the bottom surface of the interconnecting piece are located at sustained height, the top surface of the basic courses department and the connection
The top surface in portion is located at sustained height, and the top surface in the top surface of the support portion and the edge of a wing portion is located at sustained height.
3. water scenery stage foundation drainage structure as claimed in claim 2, it is characterised in that: the through-hole is located at first base
The top of plinth beam and the interconnecting piece of the gutter intersection.
4. water scenery stage foundation drainage structure as described in claim 1, it is characterised in that: in the top opening in the gutter
Equipped with draining double-edged fine-toothed comb.
5. water scenery stage foundation drainage structure as described in claim 1, it is characterised in that: it further include circular groove, the circular groove ring
It is around in the edge of the discharge structure and is connected to the gutter.
6. water scenery stage foundation drainage structure as described in claim 1, it is characterised in that: the gutter, first base
Backfilling material filled with tool water penetration between plinth beam and second foundation beam.
7. water scenery stage foundation drainage structure as described in claim 1, it is characterised in that: the height of the discharge structure is lower than
Ground.
8. water scenery stage foundation drainage structure as described in claim 1, it is characterised in that: per adjacent second foundation beam
Between be equipped with a gutter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910259819.2A CN109811781A (en) | 2019-04-02 | 2019-04-02 | Water scenery stage foundation drainage structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910259819.2A CN109811781A (en) | 2019-04-02 | 2019-04-02 | Water scenery stage foundation drainage structure |
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| Publication Number | Publication Date |
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| CN109811781A true CN109811781A (en) | 2019-05-28 |
Family
ID=66611265
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910259819.2A Pending CN109811781A (en) | 2019-04-02 | 2019-04-02 | Water scenery stage foundation drainage structure |
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001279809A (en) * | 2000-03-31 | 2001-10-10 | Toyo Exterior Co Ltd | Drainage device for structure with roof stage |
| CN201593203U (en) * | 2010-01-25 | 2010-09-29 | 江苏双楼建设集团有限公司 | Hiddenly-distributed seepage-proof water guiding system of baseboard of basement |
| CN101967892A (en) * | 2010-09-07 | 2011-02-09 | 广州市建筑机械施工有限公司 | Bearing water stage |
| CN104863168A (en) * | 2015-04-30 | 2015-08-26 | 中冶天工上海十三冶建设有限公司 | Hydrophobic device on lower part of basic baseplate and usage method of same |
-
2019
- 2019-04-02 CN CN201910259819.2A patent/CN109811781A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001279809A (en) * | 2000-03-31 | 2001-10-10 | Toyo Exterior Co Ltd | Drainage device for structure with roof stage |
| CN201593203U (en) * | 2010-01-25 | 2010-09-29 | 江苏双楼建设集团有限公司 | Hiddenly-distributed seepage-proof water guiding system of baseboard of basement |
| CN101967892A (en) * | 2010-09-07 | 2011-02-09 | 广州市建筑机械施工有限公司 | Bearing water stage |
| CN104863168A (en) * | 2015-04-30 | 2015-08-26 | 中冶天工上海十三冶建设有限公司 | Hydrophobic device on lower part of basic baseplate and usage method of same |
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