CN111502323A - Building structure suitable for multi-storey building set-up high-rise building - Google Patents
Building structure suitable for multi-storey building set-up high-rise building Download PDFInfo
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- CN111502323A CN111502323A CN202010328361.4A CN202010328361A CN111502323A CN 111502323 A CN111502323 A CN 111502323A CN 202010328361 A CN202010328361 A CN 202010328361A CN 111502323 A CN111502323 A CN 111502323A
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- 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
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0266—Enlarging
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Abstract
The invention discloses a building structure suitable for a multi-storey building set-up high-rise building, which comprises a ground, wherein the upper surface of the ground is fixedly connected with an old building, two groups of bases are fixedly embedded in the ground, the upper surface of each base is fixedly connected with a first bearing column, two first bearing longitudinal beams are placed above the ground, the top ends of the two groups of first bearing columns are respectively and fixedly connected with the bottom surfaces of the two first bearing longitudinal beams, and two first bearing cross beams are placed between the two first bearing longitudinal beams. This building structure suitable for high-rise building is built to multi-storey building cover through second angle steel, third angle steel, fourth angle steel and first angle steel to fix the second heel post, makes the second heel post more stable, and repeated the construction can be in the top of old building construction high-rise building, realizes increasing the load capacity of building, has solved high-rise building and has made its bearing capacity relatively poor at the building, can't carry out multi-storey high-rise building's problem.
Description
Technical Field
The invention relates to the technical field of building engineering, in particular to a building structure suitable for multi-storey buildings to build high-rise buildings.
Background
The building engineering, which is a part of the construction engineering, refers to an engineering entity formed by the construction of various house buildings and their auxiliary facilities and the installation activities of lines, pipelines and equipment matched with the house buildings, including factory buildings, theaters, hotels, shops, schools, hospitals, houses and the like, and meets the requirements of people on production, living, learning, public activities and the like.
Along with the development of the society, high-rise buildings are pulled out like bamboo shoots in the spring after rain, so that the land of the central section of a city is less and less, a large number of bottom-layer old buildings are reserved in the center of the city, along with the development of the city and the improvement of the living standard, the old buildings are different from the appearance of the city and the demands of people, but a large amount of building waste is generated when the old buildings are dismantled and rebuilt, the surrounding environment is polluted, the bearing capacity of the high-rise buildings at the current stage is poor in the buildings, and the multi-story high-rise buildings cannot be built, so that a building structure suitable for building the high-rise buildings in a multi-story building set mode is provided for solving.
Disclosure of Invention
The invention aims to provide a building structure suitable for a multi-storey building and a high-rise building, so as to solve the problems in the background technology.
In order to achieve the purpose, the invention provides the following technical scheme: a building structure suitable for a multi-storey building is built with a high-rise building, and comprises a ground, wherein an old building is fixedly connected to the upper surface of the ground, two groups of bases are fixedly embedded in the ground, a first bearing column is fixedly connected to the upper surface of each base, two first bearing longitudinal beams are placed above the ground, the top ends of the two groups of first bearing columns are fixedly connected to the bottom surfaces of the two first bearing longitudinal beams respectively, two first bearing cross beams are placed between the two first bearing longitudinal beams, the left side surface and the right side surface of each first bearing cross beam are fixedly connected to a side surface of the two first bearing longitudinal beams, which are close to each other, symmetrical first angle steels are fixedly connected to the bottom surface of each first bearing cross beam, and a side surface of the two groups of first angle steels, which are far away from each other, is fixedly connected to a side surface of the two first bearing longitudinal beams, which is close to, the upper surfaces of the two first bearing longitudinal beams are fixedly connected with a first steel plate together, and the upper surface of each first bearing cross beam is fixedly connected with the bottom surface of the first steel plate.
Preferably, two second bearing longitudinal beams are placed above the first steel plate, the top ends of the second bearing columns are fixedly connected with the bottom surfaces of the two second bearing longitudinal beams respectively, two second bearing cross beams are placed between the second bearing longitudinal beams, the left end and the right end of each second bearing cross beam are fixedly connected with one side surface, close to the two second bearing longitudinal beams, of the two second bearing longitudinal beams, and the second steel plate is fixedly connected to the upper surface of the second bearing longitudinal beam.
Preferably, every the upper surface of second bearing crossbeam all with the bottom surface fixed connection of second steel sheet, every two fifth angle steels of bottom surface fixedly connected with of second bearing crossbeam, two a side that the fifth angle steel kept away from each other is close to a side fixed connection each other with two second bearing posts respectively, two sets of second screw holes, every are all seted up to the upper surface of second steel sheet the upper surface of hexagonal steel, the upper surface of second steel sheet, the upper surface of second bearing crossbeam and the upper surface of fifth angle steel two sets of second screw holes, every the equal threaded connection in inside of first screw hole and second screw hole has the threaded rod.
Preferably, two side faces, far away from each other, of the second bearing longitudinal beams are fixedly connected with two seventh angle steels, and the upper surfaces of the two groups of seventh angle steels are fixedly connected with eighth angle steels through two second bolts.
Preferably, the upper surface of the first steel plate is fixedly connected with two third bearing columns, and the top ends of the two third bearing columns are fixedly connected with the bottom surfaces of the two second bearing cross beams respectively.
Preferably, two supporting beams, every are placed to the below of first steel sheet the equal fixedly connected with fore-set of upper surface of a supporting beam, two sets of the top of fore-set respectively with the bottom surface fixed connection of two first bearing crossbeams.
Preferably, the bottom surfaces of the first steel plate and the second steel plate are fixedly connected with third bearing longitudinal beams which are arranged equidistantly, and the front surfaces and the back surfaces of the two groups of third bearing longitudinal beams are fixedly connected with one side surface, close to each other, of the two first bearing cross beams and one side surface, close to each other, of the two second bearing cross beams respectively.
Preferably, the bottom surface of each third bearing longitudinal beam is fixedly connected with two tripods, and two groups of tripods are respectively and fixedly connected with one side surface, close to each other, of the two first bearing cross beams and one side surface, close to each other, of the two second bearing cross beams.
Advantageous effects
The invention has the following beneficial effects:
1. can support first bearing longeron through being equipped with first heel post, and can consolidate first bearing crossbeam through being equipped with first angle steel, make first bearing longeron and first bearing crossbeam support first steel sheet, and regard first steel sheet as the base, install the second heel post above it, and fix the second heel post through the second angle steel, the third angle steel, fourth angle steel and first angle steel, it is more stable to make the second heel post, it can be at the top construction high-rise building of old building to repeatedly carry out the construction, realize increasing the bearing capacity of building, it is relatively poor to have solved high-rise building and make its bearing capacity at the building, can't carry out the problem of multilayer high-rise building.
2. Can consolidate first bearing crossbeam through being equipped with a supporting beam and fore-set, make first steel sheet more stable, make the basic unit that first steel sheet formed more stable, increase the bearing capacity of basic unit, can be more stable with first bearing post through burying the base underground to the whole load of reinforcing building.
Drawings
Figure 1 is a cross-sectional view of a front view of a first load bearing stringer of the present invention;
figure 2 is a side view of a third load bearing stringer of the present invention;
FIG. 3 is an enlarged view of the structure at A in FIG. 1 according to the present invention;
fig. 4 is a front view of a first load-bearing column of the present invention.
In the figure: the steel plate comprises a base 1, a ground 2, a first bearing column 3, an old building 4, a supporting beam 5, a second bearing column 6, a second bolt 7, a seventh angle steel 8, a sixth angle steel 9, a threaded rod 10, a second steel plate 11, a third bearing longitudinal beam 12, a third bearing column 13, a first steel plate 14, a tripod 15, a second threaded hole 16, a second bearing longitudinal beam 17, a fifth angle steel 18, a top column 19, a third angle steel 20, a first bolt 21, a second angle steel 22, an eighth angle steel 23, a first bearing longitudinal beam 24, a fourth angle steel 25, a first threaded hole 26, a first bearing cross beam 27, a first angle steel 28 and a second bearing cross beam 29.
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.
Referring to fig. 1-4, the present invention provides a technical solution: a building structure suitable for a multi-storey building to build a high-rise building comprises a ground 2, an old building 4 is fixedly connected to the upper surface of the ground 2, two groups of bases 1 are fixedly embedded in the ground 2, a first bearing column 3 is fixedly connected to the upper surface of each base 1, two first bearing longitudinal beams 24 are placed above the ground 2, the top ends of the two groups of first bearing columns 3 are fixedly connected to the bottom surfaces of the two first bearing longitudinal beams 24 respectively, two first bearing cross beams 27 are placed between the two first bearing longitudinal beams 24, the left side surface and the right side surface of each first bearing cross beam 27 are fixedly connected to one side surface of each first bearing longitudinal beam 24 close to each other respectively, symmetrical first angle steels 28 are fixedly connected to the bottom surface of each first bearing cross beam 27, one side surface of each group of the two groups of first angle steels 28 far away from each other is fixedly connected to one side surface of each first bearing longitudinal beam 24 close to each other respectively, the upper surfaces of the two first bearing longitudinal beams 24 are fixedly connected with a first steel plate 14, the bottom surfaces of the first steel plate 14 and the second steel plate 11 are fixedly connected with third bearing longitudinal beams 12 which are arranged equidistantly, and the bottom surface of each third bearing longitudinal beam 12 is fixedly connected with two tripods 15.
One side surface of each group of triangular supports 15 which is far away from each other is fixedly connected with one side surface of each group of first bearing beams 27 which is close to each other and one side surface of each group of second bearing beams 29 which is close to each other respectively, the triangular supports 15 are used for reinforcing the third bearing longitudinal beams 12 to avoid falling off, the front surfaces and the back surfaces of the groups of third bearing longitudinal beams 12 are fixedly connected with one side surface of each group of first bearing beams 27 which is close to each other and one side surface of each group of second bearing beams 29 which is close to each other respectively, the first steel plates 14 and the second steel plates 11 are supported through the third bearing longitudinal beams 12 to avoid the phenomenon of poor load capacity, two supporting beams 5 are placed below the first steel plates 14, the upper surface of each supporting beam 5 is fixedly connected with a top pillar 19, the top ends of the two groups of top pillars 19 are fixedly connected with the bottom surfaces of the two groups of first bearing beams 27 respectively, and, make it more stable, increase its load, two third heel posts 13 of the last fixed surface of first steel sheet 14 are connected with, the top of two third heel posts 13 respectively with the bottom surface fixed connection of two second bearing crossbeams 29, can fix first steel sheet 14 and second steel sheet 11 through third heel post 13, make first steel sheet 14 and second steel sheet 11 more stable, every first bearing crossbeam 27's upper surface all with first steel sheet 14's bottom surface fixed connection.
The upper surface of the first steel plate 14 is fixedly connected with two groups of second bearing columns 6, one side surface of each group of second bearing columns 6 which is far away from each other is fixedly connected with a second angle steel 22, one side surface of each group of first bearing longitudinal beams 24 which is far away from each other is fixedly connected with a third angle steel 20, each third angle steel 20 is fixedly connected with the second angle steel 22 through two first bolts 21, one side surface of each group of second bearing columns 6 which is close to each other is fixedly connected with a fourth angle steel 25, the bottom surface of each fourth angle steel 25 is fixedly connected with the upper surface of the first steel plate 14, the upper surfaces of the two groups of fourth angle steels 25, the upper surface of the first steel plate 14, the upper surface of the first bearing cross beam 27 and the upper surface of the first angle steel 28 are respectively provided with two first threaded holes 26, the two second bearing longitudinal beams 17 are placed above the first steel plate 14, the top ends of the two groups of second bearing columns 6 are respectively fixedly connected with the bottom, two second bearing beams 29 are placed between the two second bearing longitudinal beams 17, the left end and the right end of each second bearing beam 29 are fixedly connected with one side face, close to the two second bearing longitudinal beams 17, of each second bearing longitudinal beam 17, the upper surfaces of the two second bearing longitudinal beams 17 are fixedly connected with second steel plates 11 together, single-layer floor support is formed, and the two second bearing longitudinal beams can be built upwards repeatedly.
The upper surface of each second bearing cross beam 29 is fixedly connected with the bottom surface of the second steel plate 11, the bottom surface of each second bearing cross beam 29 is fixedly connected with two fifth angle steels 18, one side surface, away from each other, of each fifth angle steel 18 is fixedly connected with one side surface, close to each other, of each second bearing column 6, the upper surface of each second steel plate 11 is fixedly connected with two groups of sixth angle steels 9, the upper surface of each sixth angle steel 9, the upper surface of each second steel plate 11, the upper surface of each second bearing cross beam 29 and the upper surface of each fifth angle steel 18 are respectively provided with two groups of second threaded holes 16, threaded rods 10 are respectively and threadedly connected inside each first threaded hole 26 and each second threaded hole 16, the bearing connection part is reinforced to be more stable, one side surface, away from each other, of the two second bearing longitudinal beams 17 is fixedly connected with two seventh angle steels 8, the upper surfaces of the two groups of seventh angle steels 8 are respectively and fixedly connected with eighth angle steels 23 through two second bolts 7, and reinforcing the bearing column of the next floor.
The working principle is as follows: the method comprises the steps of embedding an upper base 1 at the edge of an old building in advance, installing a first bearing column 3 on the base 1, installing two first bearing longitudinal beams 24 firstly, installing a first bearing cross beam 27 between the first bearing longitudinal beams 24, reinforcing the first bearing longitudinal beams through first angle steel 28, installing a first steel plate 14 above the first bearing longitudinal beams 24 and the first bearing cross beam 27, then installing a second bearing column 6 above the first steel plate 14, reinforcing the second bearing column 6 by using second angle steel, third angle steel and fourth angle steel 25 to match a threaded rod 10 and the first angle steel 28, and then conducting repeated engineering upwards for building.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (8)
1. A building structure suitable for multi-storey building set-up high-rise building, includes ground (2), its characterized in that: last fixed surface on ground (2) is connected with old building (4), the inside fixed mosaic on ground (2) has two sets of bases (1), every the first spandrel column (3) of the equal fixedly connected with of upper surface of base (1), two first bearing longerons (24), two sets of have been placed to the top on ground (2) the top of first spandrel column (3) respectively with the bottom surface fixed connection of two first bearing longerons (24), two place two first bearing crossbeam (27), two between first bearing longeron (24) the side fixed connection that the left and right sides face of first bearing crossbeam (27) is close to each other with two first bearing longerons (24) respectively, every the symmetrical first angle steel (28) of the equal fixedly connected with in bottom surface of first bearing crossbeam (27), two sets of a side that first angle steel (28) kept away from each other is fixed with a side that two first bearing longerons (24) are close to each other respectively The upper surfaces of the two first bearing longitudinal beams (24) are fixedly connected with a first steel plate (14), and the upper surface of each first bearing transverse beam (27) is fixedly connected with the bottom surface of the first steel plate (14);
the upper surface of the first steel plate (14) is fixedly connected with two groups of second bearing columns (6), one side surface, away from each other, of the two groups of second bearing columns (6) is fixedly connected with second angle steel (22), one side surface, away from each other, of the two first bearing longitudinal beams (24) is fixedly connected with third angle steel (20), each third angle steel (20) is fixedly connected with the second angle steel (22) through two first bolts (21), one side surface, close to each other, of the two groups of second bearing columns (6) is fixedly connected with fourth angle steel (25), the bottom surface of each fourth angle steel (25) is fixedly connected with the upper surface of the first steel plate (14), two first threaded holes (26) are formed in the upper surfaces of the two groups of fourth angle steels (25), the upper surface of the first steel plate (14), the upper surface of the first bearing cross beam (27) and the upper surface of the first angle steel (28).
2. The building structure suitable for multi-story building set-up high-rise buildings according to claim 1, wherein: two second bearing longitudinal beams (17) are placed above the first steel plate (14), and the two second bearing longitudinal beams are two groups, wherein the top end of the second bearing column (6) is respectively fixedly connected with the bottom surfaces of the two second bearing longitudinal beams (17), two second bearing cross beams (29) are placed between the second bearing longitudinal beams (17), and the two second bearing cross beams (29) are respectively and fixedly connected with one side surface of the two second bearing longitudinal beams (17), and the two side surfaces of the two second bearing longitudinal beams (17) are respectively close to each other, and are fixedly connected with second steel plates (11) on the upper surfaces of the second bearing longitudinal beams (17).
3. The building structure suitable for multi-story building set-up high-rise buildings according to claim 1, wherein: every the upper surface of second bearing crossbeam (29) all with the bottom surface fixed connection of second steel sheet (11), every two fifth angle steel (18) of bottom surface fixedly connected with of second bearing crossbeam (29), two a side that fifth angle steel (18) kept away from each other is respectively with the side fixed connection that two second spandrel columns (6) are close to each other, the upper surface fixedly connected with two sets of second hexagonal steel (9) of second steel sheet (11), every two sets of second screw hole (16) have all been seted up to the upper surface of upper surface, the upper surface of second steel sheet (11), the upper surface of second bearing crossbeam (29) and the upper surface of fifth angle steel (18) of sixth hexagonal steel (9), every the equal threaded connection in inside of first screw hole (26) and second screw hole (16) has threaded rod (10).
4. The building structure suitable for multi-story building set-up high-rise buildings according to claim 1, wherein: two equal fixedly connected with two seventh angle steel (8) in the side that second bearing longeron (17) kept away from each other, two sets of the upper surface of seventh angle steel (8) all is through two second bolt (7) fixedly connected with eighth angle steel (23).
5. The building structure suitable for multi-story building set-up high-rise buildings according to claim 1, wherein: the upper surface of the first steel plate (14) is fixedly connected with two third bearing columns (13), and the top ends of the two third bearing columns (13) are fixedly connected with the bottom surfaces of the two second bearing cross beams (29) respectively.
6. The building structure suitable for multi-story building set-up high-rise buildings according to claim 1, wherein: two supporting beams (5), every have been placed to the below of first steel sheet (14) the equal fixedly connected with fore-set (19) of upper surface of supporting beam (5), two sets of the top of fore-set (19) respectively with the bottom surface fixed connection of two first bearing crossbeams (27).
7. The building structure suitable for multi-story building set-up high-rise buildings according to claim 1, wherein: the bottom surface of the first steel plate (14) and the bottom surface of the second steel plate (11) are fixedly connected with third bearing longitudinal beams (12) which are arranged equidistantly, and the front surface and the back surface of each of the two third bearing longitudinal beams (12) are fixedly connected with one side surface, close to the two first bearing cross beams (27), and one side surface, close to the two second bearing cross beams (29), of each of the two first bearing cross beams.
8. The building structure suitable for multi-story building set-up high-rise buildings according to claim 4, wherein: the bottom surface of each third bearing longitudinal beam (12) is fixedly connected with two tripods (15), and two groups of side surfaces, far away from each other, of the tripods (15) are fixedly connected with one side surface, close to each other, of the two first bearing cross beams (27) and one side surface, close to each other, of the two second bearing cross beams (29).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010328361.4A CN111502323A (en) | 2020-04-23 | 2020-04-23 | Building structure suitable for multi-storey building set-up high-rise building |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010328361.4A CN111502323A (en) | 2020-04-23 | 2020-04-23 | Building structure suitable for multi-storey building set-up high-rise building |
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| CN111502323A true CN111502323A (en) | 2020-08-07 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202010328361.4A Pending CN111502323A (en) | 2020-04-23 | 2020-04-23 | Building structure suitable for multi-storey building set-up high-rise building |
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Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
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| EP1862611A2 (en) * | 2006-05-30 | 2007-12-05 | KOROLEV, Igor Gennadijevich | Building with additional construction |
| CN102979319A (en) * | 2012-12-27 | 2013-03-20 | 中冶建筑研究总院有限公司 | Method for reinforcing frame node |
| CN103498569A (en) * | 2013-10-12 | 2014-01-08 | 北京筑福国际工程技术有限责任公司 | Steel frame concrete structure for floor-adding transformation inside old factory building and construction method thereof |
| CN103924794A (en) * | 2014-05-12 | 2014-07-16 | 陆建衡 | Motor vehicle parking lot layer adding transformation and renovation structure |
| CN203821882U (en) * | 2014-04-17 | 2014-09-10 | 浙江鸿安建设有限公司 | Super high-rise prefabricated assembled type residential building |
| CN206071086U (en) * | 2016-08-22 | 2017-04-05 | 东南大学 | The system of prestress rope integrative consolidation slab column |
| CN107916798A (en) * | 2017-12-22 | 2018-04-17 | 河北建筑设计研究院有限责任公司 | The building structure of skyscraper is built suitable for tier building set |
-
2020
- 2020-04-23 CN CN202010328361.4A patent/CN111502323A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1862611A2 (en) * | 2006-05-30 | 2007-12-05 | KOROLEV, Igor Gennadijevich | Building with additional construction |
| CN102979319A (en) * | 2012-12-27 | 2013-03-20 | 中冶建筑研究总院有限公司 | Method for reinforcing frame node |
| CN103498569A (en) * | 2013-10-12 | 2014-01-08 | 北京筑福国际工程技术有限责任公司 | Steel frame concrete structure for floor-adding transformation inside old factory building and construction method thereof |
| CN203821882U (en) * | 2014-04-17 | 2014-09-10 | 浙江鸿安建设有限公司 | Super high-rise prefabricated assembled type residential building |
| CN103924794A (en) * | 2014-05-12 | 2014-07-16 | 陆建衡 | Motor vehicle parking lot layer adding transformation and renovation structure |
| CN206071086U (en) * | 2016-08-22 | 2017-04-05 | 东南大学 | The system of prestress rope integrative consolidation slab column |
| CN107916798A (en) * | 2017-12-22 | 2018-04-17 | 河北建筑设计研究院有限责任公司 | The building structure of skyscraper is built suitable for tier building set |
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Application publication date: 20200807 |