CN108086450A - The construction method in interior of building gutter and Equipment Foundations component - Google Patents
The construction method in interior of building gutter and Equipment Foundations component Download PDFInfo
- Publication number
- CN108086450A CN108086450A CN201711114751.6A CN201711114751A CN108086450A CN 108086450 A CN108086450 A CN 108086450A CN 201711114751 A CN201711114751 A CN 201711114751A CN 108086450 A CN108086450 A CN 108086450A
- Authority
- CN
- China
- Prior art keywords
- equipment foundations
- gutter
- building
- cofferdam
- interior
- 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/0407—Floor drains for indoor use
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/44—Foundations for machines, engines or ordnance
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/06—Gully gratings
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Health & Medical Sciences (AREA)
- Water Supply & Treatment (AREA)
- Public Health (AREA)
- Hydrology & Water Resources (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Paleontology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Finishing Walls (AREA)
Abstract
The invention discloses a kind of construction method in interior of building gutter and Equipment Foundations components.The building includes matrix, is provided with Equipment Foundations in described matrix, the construction method in interior of building gutter according to embodiments of the present invention comprises the following steps:Cofferdam is built in the periphery of the Equipment Foundations, and the cofferdam is made to be spaced apart to form the gutter for draining with the periphery of the Equipment Foundations.Using the embodiment of the present invention interior of building gutter construction method come when building gutter, it need not punch in interior of building, gutter can be formed, be conducive to be promoted the security of building, leak risk is reduced, while ensure that the aesthetics of interior of building.
Description
Technical field
The present invention relates to building field, a kind of construction method in particular to interior of building gutter and set
Standby infrastructure component.
Background technology
Some energy source stations are reconstructed using existing building, because using the change of function, many positions of existing building
It needs to be torn down and reconstructed on a large scale, some equipment will be put on the ground two layers or higher floor because the needs of technological process, and arrange
Ditch needs will be to floor with opening and adding many floor drains, and this way not only causes internal reinforcing bar to be cut off, and reinforcing bar with
It easily gets rusty after air contact, so as to influence the security of building structure.Meanwhile punch and also result in floor leak, so as to influence
The use of storey below if storey below is distribution room, can cause very serious consequence.In addition, punching can also influence to build
Build internal beauty.
The content of the invention
It is contemplated that one of above-mentioned technical problem of the prior art is solved at least to a certain extent.For this purpose, this hair
It is bright to propose a kind of construction method in interior of building gutter, be conducive to be promoted the security of building and U.S. of interior of building
The property seen.
The invention also provides a kind of Equipment Foundations components.
The building includes matrix, and Equipment Foundations, building according to embodiments of the present invention are provided in described matrix
The construction method of internal drainage ditch comprises the following steps:Build cofferdam in the periphery of the Equipment Foundations, and make the cofferdam with
The periphery of the Equipment Foundations is spaced apart to form the gutter for draining.
Using the embodiment of the present invention interior of building gutter construction method come when building gutter, it is not necessary to building
It punches inside object, gutter can be formed, be conducive to be promoted the security of building, while ensure that U.S. of interior of building
The property seen.
According to some embodiments of the present invention, grate is set above the gutter.
According to some embodiments of the present invention, the inner circumferential in the cofferdam sets waterproof layer.
The Equipment Foundations component of embodiment is suitable for being arranged on the matrix of building according to a further aspect of the invention, described to set
Standby infrastructure component includes:Equipment Foundations, the Equipment Foundations are set on the matrix;Cofferdam, the cofferdam are arranged on described
It is spaced apart around Equipment Foundations and with the Equipment Foundations, gutter is formed between the cofferdam and the Equipment Foundations.
Equipment Foundations component according to embodiments of the present invention, due to need not punch on matrix, building intensity not by
It destroys, while reduces the risk of downstairs room leak, and it is excessive to avoid floor drain quantity, advantageously ensures that interior of building
Beauty.
Further, it is provided with waterproof layer on the internal face in the gutter.
Optionally, the waterproof layer is polymer cement-base waterproof coating layer or waterproof mortar course.
According to some embodiments of the present invention, the width in the gutter is 100mm-200mm.
According to some embodiments of the present invention, it is provided with grate above the gutter.
Specifically, block, the top surface of the block and the top in the cofferdam are provided in the outside wall surface of the Equipment Foundations
Face is concordant, and the one side of the grate is arranged on the top surface of the block, and the opposite side of the grate is arranged on the top in the cofferdam
Face.
According to some embodiments of the present invention, the height in the cofferdam is not higher than the height of the Equipment Foundations.
Description of the drawings
Fig. 1 is the diagrammatic cross-section of Equipment Foundations component.
Reference numeral:
Equipment Foundations 1, cofferdam 2, gutter 3, grate 4, block 5, matrix 6.
Specific embodiment
The embodiment of the present invention is described below in detail, the example of the embodiment is shown in the drawings, wherein from beginning to end
Same or similar label represents same or similar element or has the function of same or like element.Below with reference to attached
The embodiment of figure description is exemplary, it is intended to for explaining the present invention, and is not considered as limiting the invention.
In the present invention, unless otherwise clearly defined and limited, term " installation ", " connected ", " connection ", " fixation " etc.
Term should be interpreted broadly, for example, it may be being fixedly connected or being detachably connected or integral;It can be direct phase
Even, it can also be indirectly connected by intermediary, can be that connection inside two elements or the interaction of two elements are closed
System.For the ordinary skill in the art, above-mentioned term in the present invention specific can be understood as the case may be
Meaning.
The construction method in interior of building gutter according to embodiments of the present invention is described in detail with reference to Fig. 1.
With reference to shown in Fig. 1, building includes matrix 6, is provided with Equipment Foundations 1 on matrix 6, in some embodiments, builds
It can be building to build object, at this point, matrix 6 is floor.The construction method in interior of building gutter according to embodiments of the present invention
Comprise the following steps:Build cofferdam 2 in the periphery of Equipment Foundations 1, and make cofferdam 2 be spaced apart with the periphery of Equipment Foundations 1 so as to
Form the gutter 3 for draining.
In some embodiments, can waterproof layer be set on the inner peripheral surface in gutter 3, fluid seepage during preventing draining
To in matrix 6.
The construction method in the interior of building gutter of the present invention can be used for equipment in the buildings such as energy source station class to have draining
The transformation of the flooring building of demand, many situations of equipment especially in building, using in the building of the embodiment of the present invention
The construction method in portion gutter is come when building gutter 3, it is not necessary to it punches on the substrate 6 of interior of building, it can the row of being formed
Ditch 3, is conducive to be promoted the security of building, while ensure that the aesthetics of interior of building.
In some embodiments of the invention, grate 4 is set above gutter 3.Grate 4 can play gutter 3
Protective action prevents sundries from falling into gutter 3.
In some embodiments of the invention, the inner circumferential in cofferdam 2 sets waterproof layer.
The Equipment Foundations component of embodiment is suitable for being arranged on the matrix 6 of building according to a further aspect of the invention, reference
Shown in Fig. 1, Equipment Foundations component can include:Equipment Foundations 1 and cofferdam 2, wherein, Equipment Foundations 1 are set on substrate 6, are enclosed
Weir 2 is arranged on around Equipment Foundations 1, and cofferdam 2 is spaced apart with Equipment Foundations 1, so as between cofferdam 2 and Equipment Foundations 1
Form gutter 3.Equipment is suitable for being fixed in Equipment Foundations 1, and the liquid of slave device discharge can drain through gutter 3.
Equipment Foundations component according to embodiments of the present invention, due to that need not punch on substrate 6, interior of building steel
Muscle is not cut off, and building intensity is not destroyed, while reduces the risk of downstairs room leak, and avoids floor drain quantity mistake
It is more, advantageously ensure that the beauty of interior of building.
Further, it is provided with waterproof layer on the internal face in gutter 3.By setting waterproof layer, can be oozed to avoid liquid
It drains in matrix 6 and etched the matrix 6.
Optionally, waterproof layer is polymer cement-base waterproof coating layer or waterproof mortar course.For the feelings that displacement is larger
Condition, waterproof layer can be polymer cement-base waterproof coating layer, and waterproof effect is notable.And for the smaller situation of displacement, prevent
Water layer can be waterproof mortar course, can equally meet waterproof demand.
Optionally, cofferdam 2 can be Dinas brickes cofferdam, and certainly, the material in cofferdam 2 is not limited to Dinas brickes.
In some embodiments of the invention, the width B size ranges in gutter 3 are 100mm-200mm, for example, draining
The width B of ditch 3 can be 150mm, and the width A in cofferdam 2 can be 120mm, and the height C in cofferdam 2 can be 150mm, cofferdam 2
Width A and height C are without being limited thereto.By changing the width B in gutter 3 or the height C in change cofferdam 2 or changing draining simultaneously
The width B of the ditch 3 and height C in cofferdam 2, thus it is possible to vary the displacement in gutter 3.
In some embodiments of the invention, the top in gutter 3 is provided with grate 4.Grate 4 can play protection and make
With can effectively prevent sundries etc. from dropping in gutter 3, while by setting grate 4, the whole of interior of building can be kept
Together, so from the appearance from the point of view of, simply Equipment Foundations 1 volume ratio it is originally larger, without influence interior of building U.S.
It sees.
In some optional embodiments, grate 4 can be cast iron grate or stainless steel grate, certainly, grate
4 material is without being limited thereto.
Specifically, block 5, the top surface of block 5 and the either flush in cofferdam 2, grate are provided in the outside wall surface of Equipment Foundations 1
The one side of son 4 is arranged on the top surface of block 5, and the opposite side of grate 4 is arranged on the top surface in cofferdam 2.Grate 4 is erected at gutter 3
Top, play effective protective action.The quantity of block 5 can be multiple, and block 5 and Equipment Foundations 1 can be one
Shaping.
In some embodiments of the invention, the height C in cofferdam 2 is not higher than the height D of Equipment Foundations 1, in other words, C and D
Meet relational expression:Thus C≤D does not interfere the installation and dismounting of equipment, operating space is left for the maintenance of equipment.
In the description of this specification, reference term " one embodiment ", " some embodiments ", " example ", " specifically show
The description of example " or " some examples " etc. means to combine the embodiment or example particular features, structures, materials, or characteristics described
It is contained at least one embodiment of the present invention or example.In the present specification, schematic expression of the above terms need not
It must be directed to identical embodiment or example.Moreover, particular features, structures, materials, or characteristics described can be any
One or more embodiments or example in combine in an appropriate manner.In addition, those skilled in the art can illustrate this
Different embodiments or example described in book are engaged and combined.
Although the embodiment of the present invention has been shown and described above, it is to be understood that above-described embodiment is example
Property, it is impossible to limitation of the present invention is interpreted as, those of ordinary skill in the art within the scope of the invention can be to above-mentioned
Embodiment is changed, changes, replacing and modification.
Claims (10)
1. a kind of construction method in interior of building gutter, which is characterized in that the building includes matrix, in described matrix
Equipment Foundations are provided with, the construction method comprises the following steps:
Cofferdam is built in the periphery of the Equipment Foundations, and the cofferdam is made to be spaced apart with the periphery of the Equipment Foundations so as to shape
Into the gutter for draining.
2. the construction method in interior of building gutter according to claim 1, which is characterized in that on the gutter
Side sets grate.
3. the construction method in interior of building gutter according to claim 1, which is characterized in that in the cofferdam
Week sets waterproof layer.
4. a kind of Equipment Foundations component, which is characterized in that the Equipment Foundations component is suitable for being arranged on the matrix of building, institute
Stating Equipment Foundations component includes:
Equipment Foundations, the Equipment Foundations are set on the matrix;
Cofferdam, the cofferdam are arranged on around the Equipment Foundations and are spaced apart with the Equipment Foundations, the cofferdam and institute
It states and forms gutter between Equipment Foundations.
5. Equipment Foundations component according to claim 4, which is characterized in that be provided on the internal face in the gutter anti-
Water layer.
6. Equipment Foundations component according to claim 5, which is characterized in that the waterproof layer is polymer cement-based waterproof
Dope layer or waterproof mortar course.
7. Equipment Foundations component according to claim 4, which is characterized in that the width in the gutter is 100mm-
200mm。
8. Equipment Foundations component according to claim 4, which is characterized in that be provided with grate above the gutter.
9. Equipment Foundations component according to claim 8, which is characterized in that be provided in the outside wall surface of the Equipment Foundations
Block, the top surface of the block and the either flush in the cofferdam, the one side of the grate are arranged on the top surface of the block, institute
The opposite side for stating grate is arranged on the top surface in the cofferdam.
10. Equipment Foundations component according to claim 4, which is characterized in that the height in the cofferdam is set not higher than described
The height on standby basis.
Priority Applications (1)
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CN201711114751.6A CN108086450A (en) | 2017-11-13 | 2017-11-13 | The construction method in interior of building gutter and Equipment Foundations component |
Applications Claiming Priority (1)
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CN201711114751.6A CN108086450A (en) | 2017-11-13 | 2017-11-13 | The construction method in interior of building gutter and Equipment Foundations component |
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Publication Number | Publication Date |
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CN108086450A true CN108086450A (en) | 2018-05-29 |
Family
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CN201711114751.6A Pending CN108086450A (en) | 2017-11-13 | 2017-11-13 | The construction method in interior of building gutter and Equipment Foundations component |
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Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH1037108A (en) * | 1996-07-29 | 1998-02-10 | Daikure:Kk | Collecting/draining device for draining pavement and collecting/draining construction in draining pavement |
CN102061707A (en) * | 2009-11-11 | 2011-05-18 | 贵阳铝镁设计研究院 | Construction method of masoning drainage ditch at toe of retaining wall adopting spread foundation |
CN203411994U (en) * | 2013-08-12 | 2014-01-29 | 中国建筑第四工程局有限公司 | Support pile basement outer wall structure |
CN104652598A (en) * | 2012-07-11 | 2015-05-27 | 朱保生 | Ecological building and working method thereof |
CN205822232U (en) * | 2016-02-29 | 2016-12-21 | 江苏建科建设监理有限公司 | A kind of Xia Tingchen institute retaining wall node |
CN206015462U (en) * | 2016-08-29 | 2017-03-15 | 苏州园林设计院有限公司 | A kind of hidden-type yard drain |
-
2017
- 2017-11-13 CN CN201711114751.6A patent/CN108086450A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH1037108A (en) * | 1996-07-29 | 1998-02-10 | Daikure:Kk | Collecting/draining device for draining pavement and collecting/draining construction in draining pavement |
CN102061707A (en) * | 2009-11-11 | 2011-05-18 | 贵阳铝镁设计研究院 | Construction method of masoning drainage ditch at toe of retaining wall adopting spread foundation |
CN104652598A (en) * | 2012-07-11 | 2015-05-27 | 朱保生 | Ecological building and working method thereof |
CN203411994U (en) * | 2013-08-12 | 2014-01-29 | 中国建筑第四工程局有限公司 | Support pile basement outer wall structure |
CN205822232U (en) * | 2016-02-29 | 2016-12-21 | 江苏建科建设监理有限公司 | A kind of Xia Tingchen institute retaining wall node |
CN206015462U (en) * | 2016-08-29 | 2017-03-15 | 苏州园林设计院有限公司 | A kind of hidden-type yard drain |
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Application publication date: 20180529 |