CN105756377A - Swimming pool and construction method thereof - Google Patents
Swimming pool and construction method thereof Download PDFInfo
- Publication number
- CN105756377A CN105756377A CN201610240400.9A CN201610240400A CN105756377A CN 105756377 A CN105756377 A CN 105756377A CN 201610240400 A CN201610240400 A CN 201610240400A CN 105756377 A CN105756377 A CN 105756377A
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- Prior art keywords
- swimming pool
- concrete support
- base plate
- sidewall
- concrete
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H4/00—Swimming or splash baths or pools
- E04H4/0075—Swimming or splash baths or pools made of concrete
- E04H4/0081—Swimming or splash baths or pools made of concrete with walls and floor cast in situ
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses a swimming pool, and belongs to the field of building construction. The swimming pool comprises a bottom plate, side walls, concrete support pillars, concrete supporting beams, supporting dies and concrete cushion layers arranged above backfill materials. The technical scheme provided by the invention can achieve integrated pouring molding of parts, including the bottom plate, the side walls, the concrete support pillars and the concrete supporting beams, of the swimming pool, and has the advantages of convenience in construction, low price and the like. Moreover, the concrete cushion layers are used as supporting structures of the bottom plate of the swimming pool, a conventional supporting mode of a steel formwork and a scaffold is replaced, and the swimming pool has the advantages of convenience in construction, stable structure and low cost and solves the technical difficult problems of material waste and high cost which are caused by the case that in the prior art, a bottom plate of a swimming pool is difficult for erecting the formwork and a great amount of swimming pool bottom temporary supporting structures cannot be disassembled. The invention further discloses a construction method of the swimming pool.
Description
Technical field
The present invention relates to a kind of swimming pool and construction method thereof, belong to the realm of building construction.
Background technology
In recent years, along with the raising of people's living standard, for physical culture, entertainment selection demand also in continuous raising, and it is deep in popular sports events for swimming.Therefore, the construction demand of large-scale swimming pool is sharply increasing.
Under normal circumstances, swimming pool is the profundal zone being gradually transitions the other end by the phytal zone of one end, and this is accomplished by swimming pool base plate and has certain gradient, transformed in the swimming pool of 1.8 meters by 1.3 meters in the depth of water, the vertical discrepancy in elevation of base plate reaches 50 centimetres, and in large-scale swimming pool, the two ends discrepancy in elevation of swimming pool base plate is bigger.Swimming pool is divided into outdoor, two kinds, indoor, and the construction of different types of swimming pool is also not quite similar.For outdoor swimming pool, it is common that according to the design parameter such as the degree of depth of the gradient of base plate and base plate, directly excavate molding, then build swimming pool base plate and sidewall by laying bricks or stones.But, for being arranged at the swimming pool of interior of building, existence due to building basis, swimming pool excavation construction can not be carried out, steel form or the plank sheathing bottom template as swimming pool base plate is fixed often by scaffold, make template form the gradient identical with swimming pool base plate, in template, then build swimming pool base plate.
There are the following problems in the construction of current swimming pool base plate: the template of (1) swimming pool base plate is positioned at the lower section of swimming pool base plate, and this position template cannot be removed, and causes the waste of material；(2) swimming pool base plate has longer gentle slope, and in construction, the distance between swimming pool base plate and building basis is less than 30cm place, in the narrow space of highly gradient, and the template construction difficulty of swimming pool base plate, useless work waste material；(3) wooden or steel template is stayed bottom swimming pool, in being chronically at the environment that humidity is bigger, it is easy to rots or gets rusty, there is potential safety hazard.It is therefore desirable to existing swimming pool backplanes support mode is improved.
Summary of the invention
The main purpose of the present invention is to provide a kind of swimming pool, possesses Stability Analysis of Structures, easy construction, feature that cost is cheaper, the difficult problem that when solving swimming pool construction of bottom plates, not easily a large amount of templates of formwork erection and temporary support and scaffold cannot be removed.Present invention also offers a kind of swimming pool construction method, disclose the main points of process control in construction.
For solving above technical problem, the present invention includes following technical scheme:
A kind of swimming pool, is arranged on big base plate, and described swimming pool includes swimming pool base plate and swimming pool sidewall, and described swimming pool also includes,
Concrete support post, connects described big base plate and described swimming pool base plate；
Concrete support beam, is positioned at described swimming pool sidewall, and is embedded on described concrete support post, and described concrete support beam includes some longitudinal and cross beams of crisscross setting, forms spaced back filled region between described longeron and described crossbeam；
Supporting die, is arranged at the sidepiece of described concrete support post, concrete support beam and swimming pool sidewall and the lower section of described concrete support beam, is the template for supporting described concrete support post, concrete support beam and swimming pool sidewall；
Backfill material, is positioned at described back filled region；
And concrete cushion, it is arranged at the top of described backfill material；
Wherein, described swimming pool base plate is arranged at above described concrete support post, described concrete support beam and described concrete cushion, and described concrete support post, described concrete support beam and described swimming pool base plate and swimming pool sidewall are formed in one.
Further, the supporting die being positioned at below described swimming pool base plate is brick fetal membrane.
Further, in the bottom of the described swimming pool sidewall near described big base plate place, it is provided with osculum.
It is preferably, the described swimming pool sidewall surrounding near described big base plate place is provided with drain pipe, when infiltration occurs in swimming pool, play drainage.
Being preferably, described swimming pool sidewall and described big back plate connections are provided with waterproof roll, described waterproof roll sheet is layed in the outside of described drain pipe.
Correspondingly, present invention also offers the construction method of a kind of swimming pool, comprise the steps:
S1, positions described concrete support post, described concrete support beam and described swimming pool sidewall, unwrapping wire, the fixing described supporting die supporting described concrete support post, described concrete support beam and described swimming pool sidewall；
S2, fills described backfill material in described back filled region and tamps；
S3, builds described concrete cushion above described backfill material；
S4, fixes reinforcing bar needed for described concrete support post, described concrete support beam and described swimming pool sidewall in described supporting die, and fixes described swimming pool baseplate reinforcing bar on described concrete cushion；
S5, builds concrete needed for described concrete support post, described concrete support beam, described swimming pool sidewall and described swimming pool base plate.
Further, in described step S1, also comprise the steps:
S11, in the supporting die of described swimming pool sidewall, places the sleeve pipe needed for osculum along the direction being perpendicular to supporting die.
Further, after described step S5, also comprise the steps: S6, lay drain pipe in the described swimming pool sidewall surrounding near described big base plate place.
Further, after described step S6, also comprising the steps: S7, at described swimming pool sidewall and described big back plate connections laying water-proof coiled material, described waterproof roll sheet is layed in the outside of described drain pipe.
Due to the fact that the above technical scheme of employing, so as to compared with prior art, have the following advantages that and good effect: the present invention passes through to arrange under the supporting role of supporting die, concrete cushion, achieve the formed by integrally casting molding of concrete support post, concrete support beam, swimming pool base plate and swimming pool sidewall, the advantage that therefore swimming pool provided by the invention has easy construction, structure is more stable；Utilize concrete cushion to instead of punching block simultaneously and add traditional supporting construction of scaffold, there is easy construction, constitutionally stable advantage, also solve swimming pool base plate not easily formwork erection, a difficult problem that a large amount of temporary support structure cannot be removed；It addition, in the back filled region of crossbeam, longeron formation, amplification quantity construction waste can be filled out, reduce construction waste and pollute, be of value to city environmental protection.
Accompanying drawing explanation
The swimming pool vertical section schematic diagram along bottom board slope direction that Fig. 1 provides for first embodiment of the invention；
Fig. 2 is the partial enlarged drawing in G region in Fig. 1；
What Fig. 3 provided for first embodiment of the invention is the planar structure schematic diagram of concrete support beam, concrete support post；
Fig. 4 is the partial enlarged drawing in territory, K-region in Fig. 1；
Fig. 5 is the flow chart of a kind of swimming pool construction method of second embodiment of the invention；
Number in the figure is as follows:
Swimming pool 100；Swimming pool base plate 110, decorative layer 111；Swimming pool sidewall 120；Concrete support post 130；Concrete support beam 140, crossbeam 141, longeron 142；Supporting die 150, brick fetal membrane 151；Back filled region 160, backfills material 161, concrete cushion 162；Osculum 170；Drain pipe 180；Waterproof roll 190；Big base plate 200.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, a kind of swimming pool provided by the invention and construction method thereof are described in further detail.In conjunction with the following describes and claims, advantages and features of the invention will be apparent from.It should be noted that, accompanying drawing all adopts the form simplified very much and all uses non-ratio accurately, only in order to convenience, the purpose aiding in illustrating the embodiment of the present invention lucidly.
Embodiment one
Referring to Fig. 1 to Fig. 4, the swimming pool profilograph that wherein Fig. 1 provides for the present embodiment, Fig. 2 is the enlarged drawing in G region in Fig. 1, and Fig. 3 is the planar structure schematic diagram of concrete support beam, concrete support post, and Fig. 4 is territory, K-region enlarged drawing in Fig. 1.Below in conjunction with accompanying drawing, the main points of the present invention are described further.
In conjunction with Fig. 1 and Fig. 2, swimming pool 100 is arranged on big base plate 200, including swimming pool base plate 110 and swimming pool sidewall 120, and is arranged on the decorative layer 111 of swimming pool base plate 110, and swimming pool 100 inner containment has water.Being provided with concrete support post 130 and concrete support beam 140 between swimming pool base plate 110 and big base plate 200, wherein concrete support beam 140 is embedded on concrete support post 130.In Fig. 2, the sidepiece at concrete support post 130 is provided with supporting die 150, as the template of concrete support post 130；Certainly, in the lower section of the sidepiece of concrete support beam 140 and swimming pool sidewall 120 and described concrete support beam 140, it is provided with in supporting die 150, figure to fail display.In conjunction with Fig. 1 and Fig. 3, concrete support beam 140 includes some crossbeams 141 and the longeron 142 of crisscross setting, spaced back filled region 160 is formed between crossbeam 141 and longeron 142, back filled region 160 is filled with backfill material 161, the thick C20 concrete cushion 162 of one layer of 10CM, bottom template when this concrete cushion 162 can be built is built as swimming pool base plate 110 above backfill material 161.
In the present embodiment, under the effect of the templates such as supporting die 150, concrete cushion 162, achieve the formed by integrally casting molding of concrete support post 130, concrete support beam 140, swimming pool base plate 110 and swimming pool sidewall 120, the advantage that therefore swimming pool 100 provided by the invention has easy construction, structure is more stable.Utilize concrete cushion 162 to instead of punching block simultaneously and add traditional supporting construction of scaffold, there is easy construction, constitutionally stable advantage, also solve swimming pool base plate 110 not easily formwork erection, a difficult problem that a large amount of temporary support structure cannot be removed.It addition, in the back filled region 160 of crossbeam 141, longeron 142 formation, amplification quantity construction waste can be filled out, reduce construction waste and pollute, be of value to city environmental protection.
Wherein, supporting die 150 can be the version with the fixing wooden model of scaffold or punching block.But considering the formed by integrally casting molding of concrete support beam 140, swimming pool base plate 110 and swimming pool sidewall 120, the supporting die 150 of setting cannot be removed and material needs the factors such as cutting, somewhat expensive, supporting die is preferably brick fetal membrane 151, sees shown in Fig. 3.Adopting brick fetal membrane 151, expense is relatively low, it is adaptable to the arbitrarily concrete support beam 140 of the gradient, and can with concrete support post 130, concrete support beam 140 together as the permanent load-carrying members of swimming pool base plate 110 after construction.
In the diagram, the junction of swimming pool sidewall 120 and big base plate 200, it is provided with osculum 170, drain pipe 180 and waterproof roll 190.Wherein, osculum 170 can pass through in swimming pool sidewall 120, pre-buried pvc pipe is as sleeve pipe, as osculum 170 after swimming pool sidewall 120 builds molding.Occurring under the fortuitous event of infiltration at swimming pool base plate 110, the hydrops penetrated in backfill material 161 can have osculum 170 to discharge.Certainly, in order to discharge hydrops better, can at the sleeve pipe needed for the brick fetal membrane 151 of the lower section of concrete support beam 140 with all pre-buried osculum 170 in junction of big base plate 200.It addition, arrange drain pipe 180, the effect of drain can be played.Waterproof roll 190 be arranged at outside swimming pool sidewall 120 with big base plate 200 junction, cover drain pipe 180.Waterproof roll 190 can prevent the hydrops on the outside big base plate 200 of swimming pool 100 from being entered in back filled region 160 by osculum 170；When also hydrops can occur in supporter 200, the sewage discharged is discharged by drain pipe 180, it is prevented that sewage flows out along big base plate 200 in construction waste simultaneously.
Embodiment two
The flow chart of the construction method of a kind of swimming pool that Fig. 5 provides for the present embodiment, is described further the construction of the swimming pool in the present embodiment below in conjunction with accompanying drawing.The construction method of this swimming pool 100, comprises the steps:
S1, positions concrete support post 130, concrete support beam 140 and swimming pool sidewall 120, unwrapping wire, the fixing supporting die 150 supporting concrete support post 130, concrete support beam 140 and swimming pool sidewall 120.In this step, according to concrete support post 130, crossbeam 211, longeron 212 and swimming pool sidewall 120 plan-position size, position unwrapping wire, it is then determined that the position of concrete support post 130, crossbeam 211, longeron 212 and swimming pool sidewall 120 supporting die 150, thus fixed form.Wherein, supporting die 150 is preferably brick fetal membrane 151, and brick fetal membrane 151 is more suitable for the concrete support beam 140 with gradual change height relative to wooden model or punching block; there is easy construction; save timber, economic and practical feature, and brick fetal membrane 151 can as the permanent load-carrying members of swimming pool base plate 110.
S2, fills backfill material 161 in back filled region 160 and tamps.After supporting die 150 is fixing, it is possible to back filled region 160 is filled backfill material 161, then tamps.Wherein, backfill material 161 can adopt construction waste building waste etc., polluting thus reducing construction waste, being of value to city environmental protection.
S3, casting concrete bed course 162 above backfill material 161.After backfill material 161 is backfilling and compacted, on backfill material 161, the thick C20 concrete cushion 162 of 10CM can be built, and make it have the consistent gradient with swimming pool base plate 110.In construction, looking for slope to process concrete cushion 240 according to drawing requirement, strictly control its peak and minimum point, the concrete cushion 162 built is used as the bottom template of swimming pool base plate 110.
S4, reinforcing bar needed for fixing concrete support column 130, concrete support beam 140 and swimming pool sidewall 120 in supporting die 160, and on concrete cushion 162, fix swimming pool base plate 110 reinforcing bar.Wherein, the reinforcing bar of concrete support post 130, concrete support beam 140, swimming pool base plate 110 and swimming pool sidewall 120, form fixed bit one overall structures such as reinforcing bar binding, snapping, welding can be passed through, after its integration is built, swimming pool 100 structure is more stable.
S5, concrete needed for casting concrete support column 130, concrete support beam 140, swimming pool sidewall 120 and swimming pool base plate 110.In this step, concrete one-time-concreting completes.
It is preferred embodiment in described step S1, also include: step S11, in the supporting die of swimming pool sidewall 120, places the sleeve pipe needed for osculum 170 along the direction being perpendicular to supporting die 150.This sleeve pipe can be the pvc pipe being embedded in swimming pool sidewall 120 in advance.
Be preferred embodiment, step S5 after, also comprise the steps: S6, the surrounding at the swimming pool sidewall 120 near big base plate 200 place lays drain pipe 180 and waterproof roll 190.Drain pipe 180 and waterproof roll 190 can play the effect guiding current, and waterproof roll 190 can isolate again the hydrops of waterproof roll 190 both sides simultaneously.
Foregoing description is only the description to present pre-ferred embodiments, not any restriction to the scope of the invention, any change that the those of ordinary skill in field of the present invention does according to the disclosure above content, modification, belongs to the protection domain of claims.
Claims (9)
1. a swimming pool, is arranged on big base plate, and described swimming pool includes swimming pool base plate and swimming pool sidewall, it is characterised in that described swimming pool also includes,
Concrete support post, connects described big base plate and described swimming pool base plate；
Concrete support beam, is positioned at described swimming pool sidewall, and is embedded on described concrete support post, and described concrete support beam includes some longitudinal and cross beams of crisscross setting, forms spaced back filled region between described longeron and described crossbeam；
Supporting die, is arranged at the sidepiece of described concrete support post, concrete support beam and swimming pool sidewall and the lower section of described concrete support beam, is the template for supporting described concrete support post, concrete support beam and swimming pool sidewall；
Backfill material, is positioned at described back filled region；
And concrete cushion, it is arranged at the top of described backfill material；
Wherein, described swimming pool base plate is arranged at above described concrete support post, described concrete support beam and described concrete cushion, and described concrete support post, described concrete support beam and described swimming pool base plate and swimming pool sidewall are formed in one.
2. swimming pool bottom support body as claimed in claim 1, it is characterised in that being positioned at the supporting die below described swimming pool base plate is brick fetal membrane.
3. swimming pool as claimed in claim 1, it is characterised in that in the bottom of the described swimming pool sidewall near described big base plate place, be provided with osculum.
4. swimming pool as claimed in claim 3, it is characterised in that the described swimming pool sidewall surrounding near described big base plate place is provided with drain pipe, when infiltration occurs in swimming pool, plays drainage.
5. swimming pool as claimed in claim 4, it is characterised in that described swimming pool sidewall and described big back plate connections are provided with waterproof roll, and described waterproof roll sheet is layed in the outside of described drain pipe.
6. one kind as arbitrary in claim 1 to 5 as described in the construction method of swimming pool, it is characterised in that comprise the steps:
S1, positions described concrete support post, described concrete support beam and described swimming pool sidewall, unwrapping wire, the fixing described supporting die supporting described concrete support post, described concrete support beam and described swimming pool sidewall；
S2, fills described backfill material in described back filled region and tamps；
S3, builds described concrete cushion above described backfill material；
S4, fixes reinforcing bar needed for described concrete support post, described concrete support beam and described swimming pool sidewall in described supporting die, and fixes described swimming pool baseplate reinforcing bar on described concrete cushion；
S5, builds concrete needed for described concrete support post, described concrete support beam, described swimming pool sidewall and described swimming pool base plate.
7. the construction method of swimming pool as claimed in claim 6, it is characterised in that in described step S1, also comprise the steps:
S11, in the supporting die of described swimming pool sidewall, places the sleeve pipe needed for osculum along the direction being perpendicular to supporting die.
8. the construction method of swimming pool as claimed in claim 7, it is characterised in that after described step S5, also comprise the steps: S6, lay drain pipe in the described swimming pool sidewall surrounding near described big base plate place.
9. the construction method of swimming pool as claimed in claim 8, it is characterized in that, after described step S6, also comprise the steps: S7, at described swimming pool sidewall and described big back plate connections laying water-proof coiled material, described waterproof roll sheet is layed in the outside of described drain pipe.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2015110301527 | 2015-12-31 | ||
| CN201511030152 | 2015-12-31 |
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| Publication Number | Publication Date |
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| CN105756377A true CN105756377A (en) | 2016-07-13 |
| CN105756377B CN105756377B (en) | 2018-01-19 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201610240400.9A Active CN105756377B (en) | 2015-12-31 | 2016-04-18 | A kind of swimming pool and its construction method |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107795157A (en) * | 2016-08-31 | 2018-03-13 | 朱旭东 | Mixed flow and reverse-flow swimming pool construction technology |
| CN108047954A (en) * | 2017-12-11 | 2018-05-18 | 大连美宸特环保节能产品有限公司 | A kind of swimming pool construction of waterproof layer method |
| CN110158790A (en) * | 2019-05-28 | 2019-08-23 | 苏州美瑞德建筑装饰有限公司 | A kind of interior super large curved surface pool surface waterproof construction |
| CN115478720A (en) * | 2022-11-04 | 2022-12-16 | 中建八局第二建设有限公司 | Construction method for paving bricks of swimming pool in natatorium |
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| GB966831A (en) * | 1963-01-04 | 1964-08-19 | Herman Silverman | Improvements in and relating to concrete wall structures |
| CN2846615Y (en) * | 2005-12-26 | 2006-12-13 | 史方度 | Assembling type swimming pool cushion layer |
| CN101220713A (en) * | 2008-01-23 | 2008-07-16 | 浙江中成建工集团有限公司 | No-leakage structure of steel reinforced concrete pool and well, and leakage preventing method |
| WO2015169993A1 (en) * | 2014-05-07 | 2015-11-12 | Indepool, S.L. | Set of devices for building swimming pools and corresponding construction method |
| CN205637707U (en) * | 2015-12-31 | 2016-10-12 | 上海建工五建集团有限公司 | Swimming pool |
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2016
- 2016-04-18 CN CN201610240400.9A patent/CN105756377B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB966831A (en) * | 1963-01-04 | 1964-08-19 | Herman Silverman | Improvements in and relating to concrete wall structures |
| CN2846615Y (en) * | 2005-12-26 | 2006-12-13 | 史方度 | Assembling type swimming pool cushion layer |
| CN101220713A (en) * | 2008-01-23 | 2008-07-16 | 浙江中成建工集团有限公司 | No-leakage structure of steel reinforced concrete pool and well, and leakage preventing method |
| WO2015169993A1 (en) * | 2014-05-07 | 2015-11-12 | Indepool, S.L. | Set of devices for building swimming pools and corresponding construction method |
| CN205637707U (en) * | 2015-12-31 | 2016-10-12 | 上海建工五建集团有限公司 | Swimming pool |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107795157A (en) * | 2016-08-31 | 2018-03-13 | 朱旭东 | Mixed flow and reverse-flow swimming pool construction technology |
| CN108047954A (en) * | 2017-12-11 | 2018-05-18 | 大连美宸特环保节能产品有限公司 | A kind of swimming pool construction of waterproof layer method |
| CN110158790A (en) * | 2019-05-28 | 2019-08-23 | 苏州美瑞德建筑装饰有限公司 | A kind of interior super large curved surface pool surface waterproof construction |
| CN115478720A (en) * | 2022-11-04 | 2022-12-16 | 中建八局第二建设有限公司 | Construction method for paving bricks of swimming pool in natatorium |
| CN115478720B (en) * | 2022-11-04 | 2024-09-27 | 中建八局第二建设有限公司 | Construction method for paving bricks of swimming pool in natatorium |
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| CN105756377B (en) | 2018-01-19 |
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