CN113445619A - Method for building full-splicing process of super-high building - Google Patents
Method for building full-splicing process of super-high building Download PDFInfo
- Publication number
- CN113445619A CN113445619A CN202110812512.8A CN202110812512A CN113445619A CN 113445619 A CN113445619 A CN 113445619A CN 202110812512 A CN202110812512 A CN 202110812512A CN 113445619 A CN113445619 A CN 113445619A
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- China
- Prior art keywords
- building
- modules
- module
- ultrahigh
- splicing process
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- 238000000034 method Methods 0.000 title claims abstract description 24
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 7
- 239000010959 steel Substances 0.000 claims abstract description 7
- 238000001179 sorption measurement Methods 0.000 claims abstract description 3
- 239000010410 layer Substances 0.000 claims description 8
- 239000000463 material Substances 0.000 claims description 3
- 229920003051 synthetic elastomer Polymers 0.000 claims description 3
- 239000005061 synthetic rubber Substances 0.000 claims description 3
- 238000009435 building construction Methods 0.000 claims description 2
- 239000000919 ceramic Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 claims description 2
- 239000002344 surface layer Substances 0.000 claims description 2
- 239000011257 shell material Substances 0.000 claims 3
- 238000003466 welding Methods 0.000 claims 2
- 229910010293 ceramic material Inorganic materials 0.000 claims 1
- 238000005516 engineering process Methods 0.000 claims 1
- 238000004321 preservation Methods 0.000 claims 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention discloses a building method of a full splicing process of an ultrahigh building, which changes the traditional concrete pouring and steel frame supporting process when building a high-rise building, adopts building modules with the same model in a standard specification to carry out splicing type connection building, has the main connection mode of vacuum adsorption type connection, and ensures that floors built by the building scheme break through the limitation of design height and have excellent stability and longer service life.
Description
Technical Field
The invention discloses a building method of a full splicing process of an ultrahigh building, and relates to a building method of a novel building.
Background
The existing building method of the house main body engineering mostly relates to steel bar binding and concrete pouring, the stability of the house main body can be guaranteed by using metal materials, however, the problems of service life and corrosion resistance exist in steel bar supporting and concrete building, a rigid structure body often lacks proper elasticity, and damage is easy to occur in the face of strong vibration.
Disclosure of Invention
The designed ultra-high building adopts the non-traditional building process to build the whole building, uses the novel building module to complete the main engineering of the building, can prolong the service life of the building, breaks through the height limitation of the building, reduces the use of manpower and materials in the building and dismantling process of the building and reduces the environmental pollution.
Drawings
Figure 1 is a cross-sectional view of a building module for implementing the present super high building construction.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Please refer to fig. 1, which is a cross-sectional view of a building module for realizing the construction of a super high building, and the building module comprises a synthetic rubber outer surface layer (1), an industrial ceramic layer (2), a steel belt layer (3), a pattern steel plate layer (4), a vacuum adsorption groove (5), a suction hole (6), a vacuum pump (7), a movable limiting groove (8), a transverse reserved pipeline (9), a longitudinal reserved pipeline (10), and the like.
Claims (5)
1. A method for building a full splicing process of an ultrahigh building realizes a module splicing type structure of the whole building by using a novel building module; FIG. 1 is a cross-sectional view of a building module for realizing the construction of the super high building, which comprises a synthetic rubber outer surface layer (1), an industrial ceramic layer (2), a steel wire belt layer (3), a pattern steel plate layer (4), a vacuum adsorption groove (5), a suction hole (6), a vacuum pump (7), a movable limiting groove (8), a transverse reserved pipeline (9), a longitudinal reserved pipeline (10) and the like; through using this kind of building module, under the prerequisite that one deck concrete foundation structure built the platform as the basis, build a brand-new superelevation type building fast with this module with the mode of vacuum connection piece together, the used shell material of this building module is the anticorrosive antirust material of wearability, has changed the tradition building technology of steelframe welding in the past.
2. The building method of the full splicing process of the ultrahigh building according to claim 1, which is characterized in that: the shell material of the building module is a synthetic rubber material which is vulcanized, and the thickness of the shell material is 50 mm; the depth of the vacuum connecting groove (5) for splicing the modules is 30mm, the inner diameter of the whole groove is 500mm, and the outer diameter is 600 mm.
3. The building method of the full splicing process of the ultrahigh building according to claim 1, which is characterized in that: the building modules are connected in a mode that the vacuum pump inside the modules is used, air suction work of the joint of the two modules is carried out from the suction hole (6) in the center of each groove until the connection environment in the grooves of the two modules is a vacuum environment, the two modules can be firmly extruded together through air pressure, and the building modules can be overlapped and spliced layer by layer until building construction is completed.
4. The building method of the full splicing process of the ultrahigh building according to claim 1, which is characterized in that: the adjustable building structure is characterized in that the range of 1-2 degrees between the surfaces of the building modules can be adjusted, a limiting groove (8) and a speed reducing device are arranged at the contact position between every two surfaces, and when the spliced building body needs to be built at a certain radian, the surfaces of the original straight hexahedron modules are slightly bent through position adjustment between the surfaces of the spliced modules, so that the building of the whole building is completed.
5. The building method of the full splicing process of the ultrahigh building according to claim 1, which is characterized in that: the building module can be used as a building internal house bearing structure in a building in an accumulated splicing way, the module is used as the bearing structure and is free of welding and pouring processes, and the industrial ceramic material in the module can well play roles in supporting, heat preservation and noise reduction of the building.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110812512.8A CN113445619A (en) | 2021-07-19 | 2021-07-19 | Method for building full-splicing process of super-high building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110812512.8A CN113445619A (en) | 2021-07-19 | 2021-07-19 | Method for building full-splicing process of super-high building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN113445619A true CN113445619A (en) | 2021-09-28 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110812512.8A Pending CN113445619A (en) | 2021-07-19 | 2021-07-19 | Method for building full-splicing process of super-high building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113445619A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114044277A (en) * | 2021-12-15 | 2022-02-15 | 中印恒盛(北京)贸易有限公司 | Novel material oil storage tank for layered multi-class oil storage |
Citations (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105757109A (en) * | 2016-03-21 | 2016-07-13 | 江苏科技大学 | Ocean floating body powered adjustable negative-pressure vacuum sucking disc type connector |
| CN205975492U (en) * | 2016-08-22 | 2017-02-22 | 曾彬 | Dykes and dams flood control device |
| CN207944425U (en) * | 2018-01-17 | 2018-10-09 | 华川建设集团有限公司 | Municipal works flood protection device |
| CN109455242A (en) * | 2018-09-30 | 2019-03-12 | 浙江大学 | A kind of modular flexible Climbing Robot |
| CN112032155A (en) * | 2020-09-16 | 2020-12-04 | 谷麦光电科技股份有限公司 | Multi-screen arbitrary splicing industrial control integrated machine |
| CN112482612A (en) * | 2020-11-20 | 2021-03-12 | 哈尔滨学院 | Assembled steel construction wallboard connecting device |
| CN113250138A (en) * | 2021-06-02 | 2021-08-13 | 中印恒盛(北京)贸易有限公司 | Flood control module device capable of being spliced quickly |
| CN113264160A (en) * | 2021-06-02 | 2021-08-17 | 北京丰润铭科贸有限责任公司 | Novel welding-free ship body assembling technology |
| CN113386925A (en) * | 2021-07-16 | 2021-09-14 | 北京丰润铭科贸有限责任公司 | Sectional type rescue at sea device can be dismantled in fast-assembling |
| CN113404007A (en) * | 2021-07-26 | 2021-09-17 | 北京丰润铭科贸有限责任公司 | Construction method of novel fast-assembly permanent dam |
| CN113445635A (en) * | 2021-07-19 | 2021-09-28 | 北京丰润铭科贸有限责任公司 | Novel connection method for building modules in same model |
| CN113445476A (en) * | 2021-07-19 | 2021-09-28 | 中印恒盛(北京)贸易有限公司 | Method for realizing self weight increment of permanent quick-mounting dam |
| CN113502781A (en) * | 2021-08-20 | 2021-10-15 | 中印恒盛(北京)贸易有限公司 | Method for repairing old river channel and maintaining middle-long term river channel |
| CN113529649A (en) * | 2021-08-10 | 2021-10-22 | 中印恒盛(北京)贸易有限公司 | Splicing type building process of novel retaining dam |
| CN113719022A (en) * | 2021-09-23 | 2021-11-30 | 中印恒盛(北京)贸易有限公司 | Splicing type building module applied to underwater building |
| CN116788709A (en) * | 2023-01-07 | 2023-09-22 | 中印恒盛(北京)贸易有限公司 | Modularized oil product storage tank with air defense function |
| CN116816099A (en) * | 2022-12-27 | 2023-09-29 | 中印恒盛(北京)贸易有限公司 | Beach building construction method without using foundation |
-
2021
- 2021-07-19 CN CN202110812512.8A patent/CN113445619A/en active Pending
Patent Citations (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105757109A (en) * | 2016-03-21 | 2016-07-13 | 江苏科技大学 | Ocean floating body powered adjustable negative-pressure vacuum sucking disc type connector |
| CN205975492U (en) * | 2016-08-22 | 2017-02-22 | 曾彬 | Dykes and dams flood control device |
| CN207944425U (en) * | 2018-01-17 | 2018-10-09 | 华川建设集团有限公司 | Municipal works flood protection device |
| CN109455242A (en) * | 2018-09-30 | 2019-03-12 | 浙江大学 | A kind of modular flexible Climbing Robot |
| CN112032155A (en) * | 2020-09-16 | 2020-12-04 | 谷麦光电科技股份有限公司 | Multi-screen arbitrary splicing industrial control integrated machine |
| CN112482612A (en) * | 2020-11-20 | 2021-03-12 | 哈尔滨学院 | Assembled steel construction wallboard connecting device |
| CN113250138A (en) * | 2021-06-02 | 2021-08-13 | 中印恒盛(北京)贸易有限公司 | Flood control module device capable of being spliced quickly |
| CN113264160A (en) * | 2021-06-02 | 2021-08-17 | 北京丰润铭科贸有限责任公司 | Novel welding-free ship body assembling technology |
| CN113386925A (en) * | 2021-07-16 | 2021-09-14 | 北京丰润铭科贸有限责任公司 | Sectional type rescue at sea device can be dismantled in fast-assembling |
| CN113445635A (en) * | 2021-07-19 | 2021-09-28 | 北京丰润铭科贸有限责任公司 | Novel connection method for building modules in same model |
| CN113445476A (en) * | 2021-07-19 | 2021-09-28 | 中印恒盛(北京)贸易有限公司 | Method for realizing self weight increment of permanent quick-mounting dam |
| CN113404007A (en) * | 2021-07-26 | 2021-09-17 | 北京丰润铭科贸有限责任公司 | Construction method of novel fast-assembly permanent dam |
| CN113529649A (en) * | 2021-08-10 | 2021-10-22 | 中印恒盛(北京)贸易有限公司 | Splicing type building process of novel retaining dam |
| CN113502781A (en) * | 2021-08-20 | 2021-10-15 | 中印恒盛(北京)贸易有限公司 | Method for repairing old river channel and maintaining middle-long term river channel |
| CN113719022A (en) * | 2021-09-23 | 2021-11-30 | 中印恒盛(北京)贸易有限公司 | Splicing type building module applied to underwater building |
| CN116816099A (en) * | 2022-12-27 | 2023-09-29 | 中印恒盛(北京)贸易有限公司 | Beach building construction method without using foundation |
| CN116788709A (en) * | 2023-01-07 | 2023-09-22 | 中印恒盛(北京)贸易有限公司 | Modularized oil product storage tank with air defense function |
Non-Patent Citations (1)
| Title |
|---|
| 中华人民共和国城乡建设部: "《建筑结构荷载规范》，GB50009-2012，https://gb50009.readthedocs.io.zh/atleast/3.html" * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114044277A (en) * | 2021-12-15 | 2022-02-15 | 中印恒盛(北京)贸易有限公司 | Novel material oil storage tank for layered multi-class oil storage |
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