CN103510699B - It is easy to the construction method of the close rib building roof of rainwater utilization - Google Patents
It is easy to the construction method of the close rib building roof of rainwater utilization Download PDFInfo
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- CN103510699B CN103510699B CN201310323012.3A CN201310323012A CN103510699B CN 103510699 B CN103510699 B CN 103510699B CN 201310323012 A CN201310323012 A CN 201310323012A CN 103510699 B CN103510699 B CN 103510699B
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Abstract
The construction method of a kind of close rib building roof being easy to rainwater utilization, it includes following construction procedure: prefabricated waterproof formwork；The conventional mould preparing casting concrete superstructure arranges concrete reinforcement steel according to a conventional method；Waterproof formwork is arranged on the conventional mould that concrete floor system pours, forms the waterproof formwork array of matrix arrangement distribution；Waffle beam reinforcing bar is set；Pouring reinforcement concrete thin plate and waffle beam, the base plate of waterproof formwork is as the template of the thickness controlling concrete thin plates, and the sidewall of waterproof formwork constitutes height and the shuttering of width controlling cast-in-place waffle beam；Waterproof sealing layer is finally set, reinforced concrete ribbed back portion is carried out water-proofing treatment, and makes the waterproof sealing layer on all waterproof formworks be linked to be an entirety.Construction method of the present invention is easy, it is convenient to utilize the present invention to be built into water-retention earthing planted roof, can greatly reduce the irrigation frequency, even can realize exempting to irrigate safeguarding.
Description
Technical field:
The present invention relates to a kind of waterproof formwork building close rib building roof and construction method thereof, it belongs to
Building construction technology field.A kind of can the roof structure of water-retention.
Background technology:
Water-retention earthing planted roof has heat-proof quality admirably, can beautify the environment, and purifies sky
Gas, and can fully accumulate and utilize rainwater, it is achieved exempt from the whole year to irrigate and safeguard.In terms of overall situation,
Can reduce rainfall runoff, slow down urban heat land effect, a large amount of employings then can effectively eliminate city
Rain disaster.
But water-retention earthing planted roof is while a large amount of accumulation rainwater, will necessarily strengthen roofing
Load, construction (or the reinforce) cost making floor framing body be increased by this.
Term in the present invention is explained:
Close rib building roof: close rib building roof is made up of the girt strip that reinforced concrete thin plate and spacing are less
Flat roof structure, point unidirectional close rib building roof and two-way ribbed slab floor two kinds.Close rib building roof is general
For span is big and also the restricted situation of deck-molding, when the colum network size of building is square or close
Time square, frequently with two-way ribbed slab floor form.Generally the rib list away from≤1.5m
To or two-way ribbed building roof be referred to as close rib building roof, two-way ribbed slab floor bears lotus jointly due to two-way
Load effect, stress performance is preferable.
Planted roof: on waterproof layer upper berth with planting soil, and planting plants so that it is play waterproof,
Insulation, the heat insulation and building roof of ecological, environmental protective effect and underground engineering top board are referred to as planting room
Face.
Water-retention earthing planted roof: water-retention earthing planted roof is with building top platform for depending on
Torr carries out a kind of planted roof processing mode of water-retention, earthing serike.Being characterized in can
To make full use of rainwater, to reduce the frequency irrigated.Suitably select the thickness of its aquifer, permissible
Realize exempting from the whole year to irrigate safeguarding.
Aquifer: store on the shape waterproof layer of roofing pond and have the water of certain altitude, for supporting top filter
Water layer and plantation layer, insert the techonosphere that light porous aggregate is formed in water layer.Aquifer
A large amount of rainwater can be accumulated, provide moisture for plant for a long time, also function to heat insulation and heat control effect simultaneously.
Drainage layer: the techonosphere between aquifer and plantation layer, can stop in plantation layer
Soil enter aquifer and make the unnecessary water of plantation layer can smooth and easy arrival aquifer, this techonosphere can
Make the water in aquifer by capillarity to the root system of plant supply moisture of plantation layer.
The bed ridge: the little parapet built by laying bricks or stones on water-retention earthing planted roof, if to be divided into roofing
Dry section.
Spillway hole: hole (the pre-buried flexible porous tube of Kong Zhongyi or the filling gear soil opened on the bed ridge
Seepy material), make each section be interconnected, when the water level of the water-retention each section of earthing planted roof
When being increased over aquifer height, unnecessary water can be drained along spillway hole overflow.
In prior art, close rib building roof is by reinforced concrete thin plate and the most densely covered girt strip group
Becoming, the way of common close rib building roof is that waffle beam is made in the lower surface of concrete thin plates, makes
The upper surface obtaining superstructure is an even curface, in order to the maintenance of superstructure and use.In such as
Disclosed " the Mi Leilou of a kind of cast-in-place rib prefabricated basin combination of state's patent 200710095944.X
Lid ", including cast-in-situ reinforced concrete rib 1, preformed pot 2, it is characterised in that preformed pot 2 interval is arranged,
Basin mouth down, is spaced apart cast-in-situ reinforced concrete rib 1, the base plate of preformed pot 2 between preformed pot 2
3 stretch out reinforcing bar 4 or bar-mat reinforcement 5 is anchored in the top of cast-in-situ reinforced concrete rib 1, preformed pot 2
Basin sidewall 6 constitute the vertical patch rib wall of gluten concrete rib 1, cast-in-situ reinforced concrete rib 1 and basin sidewall 6
Collectively forming the bright rib of overlapping, the base plate 3 of preformed pot 2 serves as the direct load-carrying construction plate of superstructure.
There is following defect in the close rib building roof of said structure:
First, common close rib building roof is used for water-retention earthing planted roof, also needs above superstructure to build
Build a ridge and do the waterproof layer with resistance to plant root puncture of pond shape, in order to manufacturing aquifer,
Construction costs is made to increase.Secondly, waffle beam is positioned at below concrete thin plates, from indoor sight
Examine impact attractive in appearance.If furred ceiling, then the space within furred ceiling is difficult by.
Summary of the invention:
It is an object of the invention to provide a kind of be applicable to water-retention earthing planted roof, cost low
Honest and clean and the building waterproof formwork of close rib building roof and the construction method thereof of rainwater can be made full use of.
The object of the present invention is achieved like this:
A kind of construction method of the close rib building roof being easy to rainwater utilization, it is characterised in that it include as
Under construction procedure:
A, the most prefabricated waterproof formwork, waterproof formwork is the body structure of opening upwards；
B, prepare casting concrete superstructure conventional mould on arrange according to a conventional method reinforcing bar mix
Solidifying soil reinforcing bar；
C, waterproof formwork is arranged on the conventional mould that concrete floor system pours, forms matrix
The waterproof formwork array of arranged distribution, control well between waterproof formwork bottom surface and conventional mould away from
From, and the distance between waterproof formwork；
D, waffle beam reinforcing bar is set；
E, pouring reinforcement concrete thin plate and waffle beam, the base plate of waterproof formwork is mixed as controlling
The template of solidifying soil gauge of sheet, the sidewall of waterproof formwork constitutes the height controlling cast-in-place waffle beam
Shuttering with width；
F, last after waffle beam pours and maintenance completes, reinforced concrete ribbed beam with
The top of the joint portion of formwork arranges waterproof sealing layer, to reinforced concrete ribbed
Back portion carries out water-proofing treatment, and makes the waterproof sealing on all waterproof formworks
Layer is linked to be an entirety.
The construction method of a kind of close rib building roof being easy to rainwater utilization, it includes following construction step
Rapid:
A: clean out the protective layer on existing building concrete roof system, heat-insulation layer, waterproof layer, look for
Flat bed, sloping layer, until exposing the upper surface of concrete roof system；
B: waterproof formwork cement mortar is bonded on building concrete roof system, the opening of formwork
Upward, the space of reserved 60-100mm between formwork with adjacent formwork；
C: place reinforcing bar in above-mentioned space and pour pea gravel concreten, being built into waffle beam, i.e.
Roofing is formed on-swimmer's pool arranged in arrays；
D: at the brushing of the place suitable for reading of the top of above-mentioned pea gravel concreten waffle beam and formwork and formwork
The waterproof material that waterproof layer is identical, constitutes waterproof sealing layer, makes the waterproof layer of formwork join together.
A kind of waterproof formwork for building close rib building roof, it is the body structure of a upper shed,
Described body structure includes sidewall and bottom, it is characterised in that described sidewall and bottom be by
The basal layer that cement mortar or water-fast hard plate material are made, and at fundamental aspect to box house
One side is provided with waterproof layer.
Described waterproof layer is polyester fiberglass steel layer, and described basal layer is glass fiber reinforcement water
Silt particle pulp layer.
Described waterproof layer is expoxy glass steel layer, and described basal layer is that Plant fiber strengthens
Cement plate sheet material layers.
Described waterproof layer is acrylate resin layer, and described basal layer is water-fast straw board
Layer.
Described waterproof layer is urethane resin layer, and described basal layer is water-proof particle board layer.
Present configuration is simple, and construction method is easy, uses with waffle beam of the prior art not
Same close rib reversed beam and the combination of waterproof formwork, the on-swimmer's pool arranged in arrays of composition.Due to
Rainwater can be stored in a large number, so that it may utilize the present invention to be built into water-retention easily in on-swimmer's pool array
Earthing planted roof, can greatly reduce the irrigation frequency, even can realize exempting to irrigate safeguarding.
Accompanying drawing illustrates:
Fig. 1 is the structural representation of close rib building roof in prior art
Fig. 2 is the structural representation of the close rib building roof of the present invention
Fig. 3 is the structural representation of the close rib building roof embodiment 2 of the present invention
Fig. 4 is that the present invention is for building the structural representation of water-retention earthing planted roof
Detailed description of the invention:
Below in conjunction with the accompanying drawings 2, Fig. 3 and Fig. 4, the present invention is further detailed:
First the basic ideas of the present invention are illustrated:
Water-retention earthing planted roof has an aquifer, safeguards to realize exempting from the whole year to irrigate,
Aquifer should reach certain depth, and its concrete degree of depth should be according to location annual rainfall and nothing
Pluvial natural law is designed, no matter the roofing of which kind of structure, and the structure of aquifer is similar to
On-swimmer's pool on roof.If the girt strip of common close rib building roof is made " reversed beam ", make close
Girt strip is positioned at the top of concrete thin plates, it is possible to utilize the space of the pond shape that waffle beam surrounds
Make aquifer, also solve from indoor observation superstructure inaesthetic while reducing cost
Shortcoming.
Waffle beam is that the way of the close rib building roof of inverted beam structure can will be watered between the formwork of puddling girt strip
Every setting, the structure of formwork is similar to preformed pot of the prior art, makes the opening court of formwork
On, in the interstitial spaces between formwork, cast-in-place waffle beam (is equivalent to the reinforcing bar of prior art
Concrete rib), so that it may realize the close rib building roof that above-mentioned waffle beam is inverted beam structure.But, if
Formwork the Mi Leilou made as stated above is manufactured the most in shape by prior art
Lid, its waterproof construction will be the most difficult, therefore, it is necessary to emphasize to make each formwork become
One reliable water container, i.e. needs to use waterproof formwork, and after waffle beam completes,
Use similar fiberglass processing technology that waffle beam top is carried out water-proofing treatment so that all moulds
Shell is linked to be an entirety, plays the effect of waterproof and anti-plant root puncture.
Embodiment 1, as shown in Figure 2:
In the present embodiment, the present invention includes waffle beam 1, concrete thin plates 2, in order to realize
The purpose of the present invention, described waffle beam 1 is arranged at the upper surface of concrete thin plates 2, in institute
Waterproof formwork 3, waterproof formwork described in the present embodiment it is provided with between the waffle beam 1 stated
3 is the body structure of a upper shed, and described body structure includes sidewall 32 and bottom 31,
Described sidewall 32 and bottom 31 are by cement mortar or the basal layer of water-fast hard plate material,
Fundamental aspect is provided with waterproof layer to the one side of box house.
Described basal layer and waterproof layer can be following compound modes:
Described waterproof layer is polyester fiberglass steel layer, and described basal layer is glass fiber reinforcement water
Silt particle pulp layer.
Described waterproof layer is expoxy glass steel layer, and described basal layer is that Plant fiber strengthens
Cement plate sheet material layers.
Described waterproof layer is acrylate resin layer, and described basal layer is water-fast straw board
Layer.
Described waterproof layer is urethane resin layer, and described basal layer is water-proof particle board layer.
Close rib building roof construction procedure of the present invention is as follows:
The most prefabricated waterproof formwork, waterproof formwork is the body structure of opening upwards；Water in preparation
Build and concrete reinforcement steel is set on the conventional mould of concrete floor system according to a conventional method；Will be anti-
Water formwork is arranged on the conventional mould that concrete floor system pours, and forms the anti-of matrix arrangement distribution
Water formwork array, controls the distance between waterproof formwork bottom surface and conventional mould well, and waterproof
Distance between formwork；Waffle beam reinforcing bar is set；Pouring reinforcement concrete thin plate 2 and waffle beam
1, the bottom 31 of waterproof formwork 3 is as the template of the thickness controlling concrete thin plates 2, waterproof
The sidewall 32 of formwork 3 constitutes height and the shuttering of width controlling cast-in-place waffle beam 1；?
After after waffle beam pours and maintenance completes, in the combination of reinforced concrete ribbed beam 1 with formwork
The top in portion arranges waterproof sealing layer 33, and reinforced concrete ribbed back portion is carried out waterproof place
Reason, and make the waterproof sealing layer on all waterproof formworks be linked to be an entirety.Play waterproof and
The effect of anti-plant root puncture.Now, roofing forms shallow water the most arranged in arrays
Pond, the Chi Geng in pond is waffle beam.
Water-retention earthing kind is built on the basis of above-mentioned constructed on-swimmer's pool arranged in arrays
Planting the way of roofing as shown in Figure 4, building course is described below:
1) in the on-swimmer's pool of close rib building roof shown in Fig. 2, flexible porous tube 5 is put；
2) build a ridge 6 by laying bricks or stones if needed, should the bed ridge 6 be built by laying bricks or stones on waffle beam 1, should when building by laying bricks or stones
Soft water service pipe is embedded in a ridge；
3) in above-mentioned on-swimmer's pool, the lightweights such as haydite, slag, broken brick and tile granule are inserted many
Hole aggregate, forms aquifer 7.Above-mentioned flexible porous tube major part is embedded in aquifer；
4) above aquifer, about 5cm thickness expanded perlite is laid as drainage layer；
5) laying planting soil 9 above drainage layer, the thickness of the layer should be according to gardening major choice
Floristics determine.
The storage principle of the present invention is: under normal circumstances, and when spotting, rainwater can be by planting soil 9
Absorb；During lower moderate rain or heavy rain, moisture saturated in soil can be seeped into drainage layer 8, through drainage layer
After filtration enter aquifer 7, the water level in the flexible porous tube 5 being embedded in aquifer all the time with
Water level in aquifer is identical；The most when raining heavyly, the water level in aquifer can be increased over close
Girt strip height, now, the water in aquifer can pass through flexible porous tube overflow.
The advantage utilizing the water-retention earth covered roof that the present invention builds:
1) water-retention earthing planted roof has preferably heat-proof quality than common planted roof；
2) can fully accumulate and utilize rainwater, it is achieved exempt from the whole year to irrigate and safeguard, high-efficiency water-saving；
2) can greatly reduce rainfall runoff, a large amount of employing can effectively eliminate or reduce city rain
Disaster.
Embodiment 2, as shown in Figure 3:
The present embodiment is for based on existing building roofing floor, builds the square of the present invention
The on-swimmer's pool of battle array arrangement, constitutes the water container structure with leakage performance.Described close rib
The waffle beam that beam 1 is poured into a mould for armored concrete.
It includes following construction procedure: A: clean out on existing building concrete roof system 22
Protective layer, heat-insulation layer, waterproof layer, screed-coat, sloping layer, until exposing concrete roof system
The upper surface of 22；
B: waterproof formwork 3 cement mortar 4 is bonded on building concrete roof system 22, mould
Shell opening up, the space of reserved 60-100mm between formwork with adjacent formwork；
C: place reinforcing bar in above-mentioned space and pour pea gravel concreten, being built into waffle beam 1,
On roofing, i.e. form on-swimmer's pool arranged in arrays；
D: be coated with at the place suitable for reading of the top of above-mentioned pea gravel concreten waffle beam 1 and waterproof formwork 3
Brush the waterproof material identical with the waterproof layer of waterproof formwork, constitute waterproof sealing layer 33, and make
The waterproof layer obtaining waterproof formwork joins together；
In the present embodiment, the basal layer of waterproof formwork is general water-fast hard plate material；Specifically may be used
Being that Plant fiber strengthens cement plate sheet material layers or water-fast stalk board sheet material layers or water-proof particle board layer.
In the present embodiment, the waterproof layer of waterproof formwork 3 can be expoxy glass steel layer or propylene
Acid resin layer or urethane resin layer.
Thus, it is possible to as new building, roofing is formed the most arranged in arrays
On-swimmer's pool, the Chi Geng in pond is waffle beam.The superstructure of transformation, its bearing capacity increases to former
More than 2.3 times come, ordinary circumstance can meet the requirement of water-retention earthing planted roof, can build
Cistern realizes superstructure simultaneously and reinforces, but still tackles original beam column in practice of construction and test
Calculate, need if desired beam column is reinforced.
After using the present embodiment, the way building water-retention earthing planted roof is complete with embodiment 1
Identical.
Claims (2)
1. the construction method of the close rib building roof being easy to rainwater utilization, it is characterised in that it includes
Following construction procedure:
A, the most prefabricated waterproof formwork, waterproof formwork is the body structure of opening upwards；
B, prepare casting concrete superstructure conventional mould on arrange according to a conventional method reinforcing bar mix
Solidifying soil reinforcing bar；
C, waterproof formwork is arranged on the conventional mould that concrete floor system pours, forms matrix
The waterproof formwork array of arranged distribution, control well between waterproof formwork bottom surface and conventional mould away from
From, and the distance between waterproof formwork；
D, waffle beam reinforcing bar is set；
E, pouring reinforcement concrete thin plate (2) and reinforced concrete ribbed beam (1), waterproof mould
The bottom (31) of shell (3) as controlling the template of thickness of reinforced concrete thin plate (2),
The sidewall (32) of waterproof formwork (3) constitutes the reinforced concrete ribbed beam (1) that control is cast-in-place
Height and the shuttering of width；
F, last after waffle beam pours and maintenance completes, in reinforced concrete ribbed beam (1)
Waterproof sealing layer (33) is set with the top of the joint portion of waterproof formwork, close to armored concrete
Girt strip top carries out water-proofing treatment, and makes the waterproof sealing layer on all waterproof formworks be linked to be one
Individual entirety.
2. being easy to a construction method for the close rib building roof of rainwater utilization, it includes following construction
Step:
A: clean out the protective layer on existing building concrete roof system (22), heat-insulation layer, waterproof
Layer, screed-coat, sloping layer, until exposing the upper surface of existing building concrete roof system (22)；
B: waterproof formwork (3) cement mortar (4) is bonded in existing building concrete roof system
(22) on, waterproof formwork opening up, reserved between waterproof formwork with adjacent waterproof formwork
The space of 60 100mm；
C: place reinforcing bar in above-mentioned space and pour pea gravel concreten, being built into armored concrete
Waffle beam (1), i.e. forms on-swimmer's pool arranged in arrays on roofing；
D: at the top of reinforced concrete ribbed beam (1) and the waterproof formwork (3) of above-mentioned microlith
The place suitable for reading brushing waterproof material identical with the waterproof layer of waterproof formwork, composition waterproof sealing layer
(33)。
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| Application Number | Priority Date | Filing Date | Title |
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| CN201310323012.3A CN103510699B (en) | 2013-07-29 | 2013-07-29 | It is easy to the construction method of the close rib building roof of rainwater utilization |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310323012.3A CN103510699B (en) | 2013-07-29 | 2013-07-29 | It is easy to the construction method of the close rib building roof of rainwater utilization |
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| CN103510699A CN103510699A (en) | 2014-01-15 |
| CN103510699B true CN103510699B (en) | 2016-12-28 |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN106088571A (en) * | 2016-08-05 | 2016-11-09 | 青岛建集团有限公司 | A kind of construction method strengthening glass magnesium board formwork and Concrete Bond Strength |
| CN113863553B (en) * | 2021-11-01 | 2023-03-24 | 河北科技师范学院 | Dense-rib floor structure convenient for rainwater utilization and construction method thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2361700Y (en) * | 1999-03-10 | 2000-02-02 | 邱则有 | Multi-ribbed plate floor |
| ES1054316U (en) * | 2003-03-21 | 2003-07-01 | Forjados Riojanos S L | Forged nervado (Machine-translation by Google Translate, not legally binding) |
| CN101063335A (en) * | 2006-04-29 | 2007-10-31 | 邱则有 | Opening box for concrete structure |
| WO2009071708A1 (en) * | 2007-12-03 | 2009-06-11 | Puentes Y Calzadas Grupo De Empresas, S.A. | Prefabricated structural system for constructing two-way or waffle slabs |
| CN102304962A (en) * | 2011-07-20 | 2012-01-04 | 海拉节能科技盐城有限公司 | Roof heat-insulation and thermal-proof planting system |
| CN202248849U (en) * | 2011-09-17 | 2012-05-30 | 潍坊科兴塑料建材有限公司 | Durable waterproof building template with plastic surface |
| CN203430025U (en) * | 2013-07-29 | 2014-02-12 | 深圳市建筑科学研究院有限公司 | Waterproof framework for construction of dense rib building superstructure |
-
2013
- 2013-07-29 CN CN201310323012.3A patent/CN103510699B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2361700Y (en) * | 1999-03-10 | 2000-02-02 | 邱则有 | Multi-ribbed plate floor |
| ES1054316U (en) * | 2003-03-21 | 2003-07-01 | Forjados Riojanos S L | Forged nervado (Machine-translation by Google Translate, not legally binding) |
| CN101063335A (en) * | 2006-04-29 | 2007-10-31 | 邱则有 | Opening box for concrete structure |
| WO2009071708A1 (en) * | 2007-12-03 | 2009-06-11 | Puentes Y Calzadas Grupo De Empresas, S.A. | Prefabricated structural system for constructing two-way or waffle slabs |
| CN102304962A (en) * | 2011-07-20 | 2012-01-04 | 海拉节能科技盐城有限公司 | Roof heat-insulation and thermal-proof planting system |
| CN202248849U (en) * | 2011-09-17 | 2012-05-30 | 潍坊科兴塑料建材有限公司 | Durable waterproof building template with plastic surface |
| CN203430025U (en) * | 2013-07-29 | 2014-02-12 | 深圳市建筑科学研究院有限公司 | Waterproof framework for construction of dense rib building superstructure |
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| CN103510699A (en) | 2014-01-15 |
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