CN113006545A - High-order water stage structure of theater - Google Patents
High-order water stage structure of theater Download PDFInfo
- Publication number
- CN113006545A CN113006545A CN202110217262.3A CN202110217262A CN113006545A CN 113006545 A CN113006545 A CN 113006545A CN 202110217262 A CN202110217262 A CN 202110217262A CN 113006545 A CN113006545 A CN 113006545A
- Authority
- CN
- China
- Prior art keywords
- water
- pool
- theater
- stage
- stage structure
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 127
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 38
- 239000010959 steel Substances 0.000 claims abstract description 38
- 239000004567 concrete Substances 0.000 claims description 13
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 8
- 239000011150 reinforced concrete Substances 0.000 claims description 8
- 229920002635 polyurethane Polymers 0.000 claims description 5
- 239000004814 polyurethane Substances 0.000 claims description 5
- 238000000576 coating method Methods 0.000 claims description 4
- 229910052742 iron Inorganic materials 0.000 claims description 4
- 239000010410 layer Substances 0.000 claims description 3
- 239000004570 mortar (masonry) Substances 0.000 claims description 3
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 229920000642 polymer Polymers 0.000 claims description 3
- 239000011241 protective layer Substances 0.000 claims description 3
- 239000002344 surface layer Substances 0.000 claims description 3
- 239000011248 coating agent Substances 0.000 claims description 2
- 239000002657 fibrous material Substances 0.000 claims description 2
- 230000000630 rising effect Effects 0.000 claims description 2
- 238000005553 drilling Methods 0.000 claims 2
- 230000000694 effects Effects 0.000 abstract description 5
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 230000003014 reinforcing effect Effects 0.000 description 3
- 241000242541 Trematoda Species 0.000 description 2
- 238000005336 cracking Methods 0.000 description 2
- 238000005507 spraying Methods 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 210000005056 cell body Anatomy 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Images
Classifications
-
- 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
- E04H3/00—Buildings or groups of buildings for public or similar purposes; Institutions, e.g. infirmaries or prisons
- E04H3/10—Buildings or groups of buildings for public or similar purposes; Institutions, e.g. infirmaries or prisons for meetings, entertainments, or sports
- E04H3/22—Theatres; Concert halls; Studios for broadcasting, cinematography, television or similar purposes
- E04H3/24—Constructional features of stages
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
- E02B17/02—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Health & Medical Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Multimedia (AREA)
- Mechanical Engineering (AREA)
- Building Environments (AREA)
Abstract
The utility model provides a high-order water stage structure of theater, includes two ponds in the stage region, its characterized in that: one of the two water pools in the stage area is a deep water pool, the other one is a shallow water pool, the deep water pool is rectangular, the long edge of one side of the rectangular deep water pool faces the auditorium area, and the long edge of the other side of the rectangular deep water pool is connected with the bottom edge of the trapezoid of the trapezoidal shallow water pool; the bottoms of the two pools are respectively supported by a plurality of steel beams which are horizontally arranged and a plurality of steel upright posts which are matched with the steel beams. The high-level water stage structure of the theater has the advantages that the water stage device is simple in structure, convenient to manufacture and strong in popularization, and the scene effect of the theater and the fire fighting effect of the theater can be increased and enriched by the fact that the auditorium stands are close to the deep pool area.
Description
Technical Field
The invention relates to a stage structure of a theater, in particular to a high-level water stage structure of the theater.
Background
In order to increase rich diversity of performance scenes and dramas and increase and improve the experience degree of audiences in the theater performance, a plurality of performance performances can be designed with water curtain scenes, and the water curtain scenes are not only simple in simple water vapor spraying and small rain spraying, but also have the scene requirements of waterfalls, rivers, lakes and the like. Pool stages are therefore a major trend in theatre scenes today. The water stage is designed on the first floor or underground (below +/-0) of a theater directly in consideration of bearing and water leakage factors due to the fact that a water storage tank is needed. However, as such, the configuration of the theater stage is limited in the first floor, and for the theater in the downtown city with the property of earth, if the position of the theater stage is limited due to this reason, the need of the novel performance scene scenario may not be met or a large part of the high-altitude area space may not be utilized, which causes waste.
The known theatre stage arrangements therefore suffer from the inconveniences and problems described above.
Disclosure of Invention
The invention aims to provide a safe and reliable high-level water stage structure of a theater.
In order to achieve the purpose, the technical solution of the invention is as follows:
the utility model provides a high-order water stage structure of theater, includes two ponds in the stage region, its characterized in that:
one of the two water pools in the stage area is a deep water pool, the other one is a shallow water pool, the deep water pool is rectangular, the long edge of one side of the rectangular deep water pool faces the auditorium area, and the long edge of the other side of the rectangular deep water pool is connected with the bottom edge of the trapezoid of the trapezoidal shallow water pool; the bottoms of the two pools are respectively supported by a plurality of steel beams which are horizontally arranged and a plurality of steel upright posts which are matched with the steel beams.
The high-level water stage structure of the theater can be further realized by adopting the following technical measures.
In the high-level water stage structure of the theater, the steel beams and the steel upright posts are criss-cross to form a frame, and the lower parts of the steel upright posts are pile cap foundations, so that the pool stage is arranged on the steel upright posts and the steel beams.
Aforementioned high-order water stage structure of theatre, wherein the pond is the reinforced concrete pond, and two pond tops link to each other, and pond top elevation is the same, and the end elevation is different, and the pond below has formed two spaces of a big one little, and the hall of public occasion is regarded as to big space, and the room is used as pump station equipment machinery in pond in little space.
The high-position water stage structure of the theater, wherein the side wall of the water pool and the bottom plate of the water pool are provided with the embedded iron pieces with the reinforcing steel flukes, and is used for fixing mechanical equipment of the stage, and the water pool cover plate and the supporting frame facilities at the top of the water pool.
According to the high-level water stage structure of the theater, the contact part of the water pool bottom plate and the equipment component penetrating through the water pool bottom plate is of a waterproof structure, and the structure comprises a water stop steel plate and reinforced concrete covering feet, wherein the height of the reinforced concrete covering feet is not smaller than 300 mm.
According to the high-position water stage structure of the theater, after concrete is poured on the inner wall of the water tank and the bottom plate of the water tank, two layers of polyurethane waterproof coatings are coated, and a polyurethane waterproof coating surface layer is coated with polymer mortar to serve as a waterproof protective layer.
Aforementioned high-order water stage structure of theater, wherein the pre-buried pipeline sleeve pipe that is used for into water, drainage of lateral wall in pond, wherein including the water intaking pipeline that sets up the fire-fighting water, the water stage both had been regarded as the waterscape stage of the usefulness of performance, emergency reservoir of fire rescue when also can regard as emergency.
In the theater high-position water stage structure, the tank body of the water tank is made of impervious concrete, the impervious grade is not less than P8, and crack-resistant fiber materials are added to increase the water resistance and crack resistance of the tank body.
According to the high-level water stage structure of the theater, after concrete is poured on the side wall and the bottom of the pool body, holes cannot be drilled by electric drills or holes cannot be drilled after concrete is poured on the side wall and the bottom of the pool body, and penetrating members on the side wall and the bottom of the pool body need to be pre-buried and preset.
According to the high-level water stage structure of the theater, the water volume of the water pool is set according to the requirements of the water scenery in the performance scenario, the water pool volume is considered by combining the requirement of the standard capacity of fire-fighting water storage, the shallow water pool is used for matching with a platform with the shallower water scenery in the performance scenario, and the deep water pool is used for a stage with rising and falling water.
After the technical scheme is adopted, the high-level water stage structure of the theater has the following advantages:
1. the water stage device has simple structure, convenient manufacture and strong popularization;
2. the auditorium grandstand close to the deep water pool area can increase and enrich the scene effect of the performance theater;
3. the theater fire-fighting effect is safe and reliable.
Drawings
FIG. 1 is a schematic plan view of a water dance structure according to an embodiment of the present invention;
fig. 2 is a cross-sectional view a-a of fig. 1.
In the figure: 1 auditorium region, 2 stage region, 3 concrete cell body, 4 deep ponds, 5 shallow ponds, 6 girder steel, 7 steel posts, 8 corner axillary angles, 9 pierce through bottom plate equipment, 10 pre-buried iron spare, 11 pond inner walls, 12 pond apron, 13 ticket selling hall space, 14 cushion cap, 15 pile foundations, 16 water pump rooms, fire pump rooms, 17 waterproof casing, 18 stagnant water steel sheet, 19 pre-buried steel sheets, 20 pond apron support frames, 21 concrete reinforcing protective shroud.
Detailed Description
The present invention will be further described with reference to the following examples and the accompanying drawings.
Example 1
The invention relates to a high-level water stage structure of a theater, which comprises two water pools in a stage area.
Referring to fig. 1, fig. 1 is a schematic plan view of a water dance structure according to an embodiment of the present invention, and fig. 2 is a cross-sectional view of a-a in fig. 1. As shown in the figure, one of the two pools of the stage area 2 is a deep pool 4, the other pool is a shallow pool 5, the deep pool is rectangular, the long edge of one side of the rectangular deep pool faces the auditorium area 1, and the long edge of the other side of the rectangular deep pool is connected with the trapezoidal bottom edge of the trapezoidal shallow pool; the bottoms of the two pools are respectively supported by a plurality of steel beams which are horizontally arranged and a plurality of steel upright posts which are matched with the steel beams, wherein the structural strength is enhanced by the embedded steel plates 19 and the supporting rods.
The steel upright posts 7 and the steel beams 6 are used as frameworks and are crisscrossed to form a frame, and the lower parts of the steel posts are bearing platforms 14 foundations of pile foundations 15. And arranging the pool stage on the steel columns and the steel beams.
The reinforced concrete water tanks are arranged on the upper parts of the steel beams and are divided into two concrete tank bodies 3 with one deep and one shallow, the tops of the two water tanks are connected, the elevations of the tops of the two water tanks are the same, and the elevations of the bottoms of the two water tanks are different. Two spaces with one large space and one small space (one high space and one low space) are formed under the pool, the large space is used as a hall (which can be used as a ticket selling hall) in a public place, and the small space is used as a pump station equipment mechanical room of the pool.
The side wall and the bottom plate of the pool are provided with embedded iron pieces 10 with steel bar anchor flukes and corner axillary angles 8 for fixing the mechanical equipment of the stage, the cover plate, the support frame and other facilities.
As stage performance equipment needs, when an equipment component penetrates through the pool bottom plate, the contact part of the component and the pool bottom plate is of a waterproof structure, for example, a water stop steel plate 18 is arranged, a reinforced concrete reinforcing guard ring 21 is added, the height of a foot wrapping height of the reinforcing guard ring is not smaller than 300mm, but the use of the equipment is not influenced.
After concrete is poured on the inner wall 11 and the bottom of the water tank, two layers of waterproof paint (polyurethane) are coated, and polymer mortar is coated on the surface layer to serve as a waterproof protective layer.
The side wall of the pool is pre-embedded with a pipeline waterproof sleeve 17 for water inlet and drainage, wherein the pipeline waterproof sleeve comprises a water pump room 16, a water intake pipeline for fire-fighting water of a fire pump room and the like. The water stage can be used as a waterscape stage for performance and can also be used as an emergency reservoir for fire rescue in emergency.
The concrete pool body uses impervious concrete, the impervious grade is not less than P8, and anti-cracking fiber and other materials are added to increase the waterproof and anti-cracking performance of the pool body.
No matter the side wall or the bottom of the pool body of the pool is poured, holes cannot be drilled by electric drills or holes cannot be drilled after the pouring, and a pre-buried preset form must be adopted.
The water volume of the water stage is set according to the requirements of the waterscape in the performance scenario. And meanwhile, the volume of the water stage is considered by combining the requirement of the standard capacity of fire-fighting water storage. The shallower water stage can be used as a shallower water stage in the performance scene; the deep water stage is used as a stage for lifting water.
The high-level water stage has the advantages of being simple in structure, strong in popularization and capable of enriching and enhancing the performance effect of the theater.
The above embodiments are provided only for illustrating the present invention and not for limiting the present invention, and those skilled in the art can make various changes or modifications without departing from the spirit and scope of the present invention. Accordingly, all equivalents are intended to fall within the scope of the invention, which is defined in the claims.
Claims (10)
1. The utility model provides a high-order water stage structure of theater, includes two ponds in the stage region, its characterized in that:
one of the two water pools in the stage area is a deep water pool, the other one is a shallow water pool, the deep water pool is rectangular, the long edge of one side of the rectangular deep water pool faces the auditorium area, and the long edge of the other side of the rectangular deep water pool is connected with the bottom edge of the trapezoid of the trapezoidal shallow water pool; the bottoms of the two pools are respectively supported by a plurality of steel beams which are horizontally arranged and a plurality of steel upright posts which are matched with the steel beams.
2. The high water stage structure of theater 1, characterized in that the steel beams and the steel columns are criss-cross to form a frame, the lower part of the steel columns is a pile cap foundation, and the pool stage is arranged on the steel columns and the steel beams.
3. The high-level water stage structure of theater according to claim 1, wherein the water pool is a reinforced concrete water pool, the top of the two water pools are connected, the heights of the tops of the water pools are the same, the heights of the bottoms of the water pools are different, two spaces of one large space and one small space are formed below the water pools, the large space is used as a hall of public places, and the small space is used as a room for pump station equipment machinery of the water pools.
4. The high water stage structure of theater according to claim 1, wherein the side walls and bottom plate of the pool are provided with pre-embedded iron members with steel anchors for fixing the mechanical equipment of stage and the top cover plate and support frame thereof.
5. The high water stage structure of theater according to claim 1, characterized in that the contact part of the bottom plate of the water pool and the equipment components passing through the bottom plate of the water pool adopts a waterproof structure, which comprises a water-stop steel plate and a reinforced concrete foot, wherein the height of the reinforced concrete foot is not less than 300 mm.
6. The theater high-position water stage structure according to claim 1, wherein the inner wall of the water tank and the bottom plate of the water tank are coated with two layers of polyurethane waterproof coatings after concrete is poured, and the polyurethane waterproof coating surface layer is coated with polymer mortar as a waterproof protective layer.
7. The high-level water stage structure of theater as claimed in claim 1, wherein the side wall of the pool is pre-embedded with pipe casing for water intake and drainage, which includes water intake pipe for fire-fighting water, the water stage can be used as both a waterscape stage for performance and emergency reservoir for fire rescue in emergency.
8. The theater high-position water stage structure according to claim 1, wherein the body of the water tank is made of impervious concrete, the impervious grade is not less than P8, and crack-resistant fiber materials are added to increase the water-proof and crack-resistant performance of the body.
9. The theater high-position water stage structure according to claim 1, wherein concrete is poured on the side walls and the bottom of the pool body, and then holes cannot be drilled by electric drilling or back drilling, and penetrating members on the side walls and the bottom of the pool body must be pre-embedded.
10. The theater high-level water stage structure according to claim 1, wherein the water volume of the pool is set according to the requirements of the waterscape in the performance scenario, the pool volume is considered in combination with the requirements of the fire-fighting water storage standard capacity, the shallow pool is used for matching with a platform of the shallower waterscape in the performance scenario, and the deep pool is used for the stage with the rising water.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110217262.3A CN113006545A (en) | 2021-02-26 | 2021-02-26 | High-order water stage structure of theater |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110217262.3A CN113006545A (en) | 2021-02-26 | 2021-02-26 | High-order water stage structure of theater |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN113006545A true CN113006545A (en) | 2021-06-22 |
Family
ID=76386372
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110217262.3A Pending CN113006545A (en) | 2021-02-26 | 2021-02-26 | High-order water stage structure of theater |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113006545A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113374310A (en) * | 2021-07-15 | 2021-09-10 | 杭州宋城演艺谷科技文化发展有限公司 | Water stage theater |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1421588A (en) * | 2001-11-27 | 2003-06-04 | 程熙昆 | Water stage in large swimming pool |
| CN202745428U (en) * | 2012-08-10 | 2013-02-20 | 万达商业规划研究院有限公司 | Lifting platform for aquacade |
| KR20140020804A (en) * | 2012-08-10 | 2014-02-19 | 완다 컬트럴 투어리즘 플래닝 앤드 리서치 인스티튜트 씨오. 엘티디. | Lifting stage for aquacade |
| CN106193671A (en) * | 2016-07-26 | 2016-12-07 | 安徽饰界广告有限公司 | A kind of Multifunctional stage |
| CN206646869U (en) * | 2017-04-05 | 2017-11-17 | 石家庄市洪涛装饰工程有限公司 | Steel construction theater with fire-fighting function |
| CN206655319U (en) * | 2017-04-05 | 2017-11-21 | 石家庄市洪涛装饰工程有限公司 | Steel construction theater structure |
| CN107476614A (en) * | 2017-09-30 | 2017-12-15 | 中建五洲工程装备有限公司 | A kind of installation supporting construction and its construction method for the main stage girder steel of theater |
| RU2679326C1 (en) * | 2018-02-21 | 2019-02-07 | Сергей Анатольевич Брюханов | Sports and entertainment facility |
-
2021
- 2021-02-26 CN CN202110217262.3A patent/CN113006545A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1421588A (en) * | 2001-11-27 | 2003-06-04 | 程熙昆 | Water stage in large swimming pool |
| CN202745428U (en) * | 2012-08-10 | 2013-02-20 | 万达商业规划研究院有限公司 | Lifting platform for aquacade |
| KR20140020804A (en) * | 2012-08-10 | 2014-02-19 | 완다 컬트럴 투어리즘 플래닝 앤드 리서치 인스티튜트 씨오. 엘티디. | Lifting stage for aquacade |
| CN106193671A (en) * | 2016-07-26 | 2016-12-07 | 安徽饰界广告有限公司 | A kind of Multifunctional stage |
| CN206646869U (en) * | 2017-04-05 | 2017-11-17 | 石家庄市洪涛装饰工程有限公司 | Steel construction theater with fire-fighting function |
| CN206655319U (en) * | 2017-04-05 | 2017-11-21 | 石家庄市洪涛装饰工程有限公司 | Steel construction theater structure |
| CN107476614A (en) * | 2017-09-30 | 2017-12-15 | 中建五洲工程装备有限公司 | A kind of installation supporting construction and its construction method for the main stage girder steel of theater |
| RU2679326C1 (en) * | 2018-02-21 | 2019-02-07 | Сергей Анатольевич Брюханов | Sports and entertainment facility |
Non-Patent Citations (1)
| Title |
|---|
| 广东省建设委员会等: "《建筑施工实例应用手册 6》", 31 October 1999, 中国建筑工业出版社 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113374310A (en) * | 2021-07-15 | 2021-09-10 | 杭州宋城演艺谷科技文化发展有限公司 | Water stage theater |
| CN113374310B (en) * | 2021-07-15 | 2022-02-18 | 杭州宋城演艺谷科技文化发展有限公司 | Water stage theater |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US8066451B2 (en) | Flood/wind resistant building | |
| AU2002362796B2 (en) | Arrangement of a building mobile between two positions, one supported on the ground and the other floating | |
| JP2000513774A (en) | Building levitation system | |
| US20110123275A1 (en) | Floating Buildings | |
| US7824131B2 (en) | Building over the water, group of buildings, their maneuvering methods and their hosting sites | |
| KR20000075776A (en) | Flotation system for buildings | |
| US20110132250A1 (en) | Floating Buildings | |
| WO2006104175A1 (en) | Tidal wave resistant building and method of constructing the same | |
| CN113006545A (en) | High-order water stage structure of theater | |
| JP2006322311A (en) | Floating body construction method of high tide-floating building | |
| JP2006322301A (en) | Inundation resistant building and its construction method | |
| WO2006085592A1 (en) | Building floating in flood damage and construction method therefor | |
| CN206034268U (en) | Float plank road module of wooden plank road | |
| JP2006112089A (en) | Float type place of refuge from tsunami | |
| CN105155581B (en) | Split type floating on water surface energy-saving building structural system and construction method | |
| US10081962B1 (en) | Buoying structure and method | |
| CN206233272U (en) | A kind of anti-floating of underground building structure | |
| JP2013096064A (en) | Evacuation hut for tsunami measures | |
| JP2013086648A (en) | Safe shelter for flood damage | |
| JP4882093B2 (en) | Storm surge flooded building and its construction method | |
| JP5616508B1 (en) | Buildings that deal with natural disasters (tsunamis, tornadoes, etc.) | |
| CN209509556U (en) | Underpin the constructing structure of no basement building underground space increasing layer | |
| US10494771B1 (en) | Precast park refuge construction method and apparatus | |
| CN203320543U (en) | Basic structure of construction elevator | |
| CN106192722A (en) | A kind of modular floating wooden footway for the high water level difference water surface |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20210622 |