CN213773779U - Novel structure for building - Google Patents
Novel structure for building Download PDFInfo
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- CN213773779U CN213773779U CN202022547452.5U CN202022547452U CN213773779U CN 213773779 U CN213773779 U CN 213773779U CN 202022547452 U CN202022547452 U CN 202022547452U CN 213773779 U CN213773779 U CN 213773779U
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 11
- 239000010959 steel Substances 0.000 claims abstract description 11
- 238000004080 punching Methods 0.000 claims description 3
- 239000004567 concrete Substances 0.000 abstract description 9
- 238000010276 construction Methods 0.000 abstract description 5
- 239000011150 reinforced concrete Substances 0.000 description 4
- 239000006185 dispersion Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 229910000746 Structural steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model relates to a novel structure for building, including setting up the multilayer building main part on the ground, the building main part includes that it is continuous to form basic framework, floor and connecting piece by a plurality of hexagon unit homonymies, and adjacent building main part is as an organic whole to the opposite face extension connection of adjacent building frame respectively from bottom to top through the hexagon unit. The utility model discloses angle steel skeleton that punches a hole can carry out transverse connection well to can fold into various angles, make the structure develop into for probably to the horizontal, this scheme makes the large-span concrete structure according to steel construction method, makes the building can transverse development, and then links together, make full use of urban space.
Description
Technical Field
The utility model relates to a building construction technical field specifically indicates a novel structure for building.
Background
The existing building structure system is divided into a frame structure, a brick-concrete structure, a middle cylinder structure and the like, the connection characteristics of the reinforced concrete frameworks determine that the reinforced concrete frameworks can be well vertically connected, but the transverse connection can only be bound by iron wires, the effect is poor, the building structure system is limited by the influence of the reinforced concrete frameworks, the reinforced concrete frameworks can only be vertically and upwards built, for transverse expansion, the construction and the material limit are adopted, the span of the transverse expansion is small, most of the construction is limited by building balconies, and in the construction of actual buildings or office buildings, the space utilization rate among the buildings is low.
SUMMERY OF THE UTILITY MODEL
For solving not enough among the prior art, the utility model provides a novel structure for building for horizontal expansion between building or the office building, the intensity of room or office building is detained in rational utilization urban space and reinforcing, through linking to each other formation building frame and bottom surface with the hexagon unit, side floor forms the building main part, the large-span concrete structure can be found to the hexagon unit structure, make the building can horizontal development, and then link together, can make full use of urban space, two vertical braces below reach a post above-mentioned through "herringbone roof beam", the atress time direction is opposite, the pressure of a vertical brace above-mentioned can pass to two posts below through "herringbone roof beam", consequently, can reach the mesh of atress dispersion.
The utility model discloses a realize above-mentioned purpose, realize through following technical scheme: the utility model provides a novel structure for building, is including setting up the multilayer building main part on the ground, and the building main part includes the basic framework, floor and the connecting piece that link to each other and form by a plurality of hexagon unit homonymies, and the hexagon unit includes that the "people" type that the symmetry set up from top to bottom supports and is used for connecting the vertical braces that two "people" types supported both ends respectively, and adjacent building main part extends to the opposite face of adjacent building frame respectively through the hexagon unit from bottom to top and connects as an organic whole.
Preferably, the building frame is formed by longitudinally and equidistantly arraying the foundation frames, the floor slabs are transversely and fixedly arranged at two ends of the 'man' -shaped support at the lower part of the hexagonal unit, and the 'man' -shaped support building frame formed by the floor slabs and the hexagonal unit is assembled through the connecting piece to form the building main body.
Adjacent sides of the hexagonal units are fixedly connected into a whole, upper human-shaped supports of the hexagonal units positioned below the building main body are respectively and fixedly connected with the human-shaped supports at the lower parts of the adjacent hexagonal units to form a honeycomb structure, floor slabs are transversely paved at two ends of the human-shaped supports at the lower parts of the hexagonal units, the floor slabs are floors of the building or the office building, and two side surfaces of the hexagonal units and concrete form a wall body.
Preferably, the distance between the floor slabs of the adjacent building main bodies is 3.5-4 meters.
The distance between the floor slabs is 3.5-4 meters, the human-shaped support joint at the upper part of the hexagonal unit supports one vertical support of the other hexagonal unit, the human-shaped support at the upper part of the hexagonal unit is positioned between the two adjacent floor slabs, and the height of the vertical support does not influence the normal movement of a human body.
Preferably, the hexagonal units are divided into regular hexagonal units and long hexagonal units, and the included angle between the vertical support of the regular hexagonal units and the human-shaped support is 30 degrees; the vertical braces of long hexagonal unit is longer than the vertical braces of regular hexagonal unit, and this height of vertical braces of long hexagonal unit is two the utility model discloses the floor height, the vertical braces of long hexagonal unit and the contained angle that "people" type supported are 45.
Preferably, the 'man' -shaped support and the vertical support of the hexagonal unit are formed by hinging punched angle iron frameworks.
The angle steel skeleton that punches a hole can make up the "people" type that forms certain angle through the connecting piece and support, and be used for pouring and form angle steel concrete that punches a hole, the connecting piece is the bolt, the corner fittings, hexagon cell structure from bottom to top inwards expands gradually and as an organic whole with two adjacent building body coupling, compare prior art and can realize great transverse span between adjacent building or the office building, a intercommunication for between adjacent building or the office building, space to the city further utilizes, hexagon cell structure can be with the downward dispersion of the power stratum that receives to the underground.
Contrast prior art, the beneficial effects of the utility model reside in that: the punched angle steel frameworks are connected through bolts, so that transverse connection can be well performed, the punched angle steel frameworks can be folded into various angles, the regular hexagons are folded by 30 degrees, the structure is developed in the transverse direction for the possibility due to the appearance of punched angle steel concrete, and the scheme constructs a large-span concrete structure according to a steel structure construction method, so that buildings can be developed in the transverse direction and are connected together, and urban space can be fully utilized; the traditional columns are stressed in the vertical direction, the uppermost force such as an automobile presses on a floor slab, the floor slab transmits force to the four closest columns, and then the four columns vertically transmit the force downwards to the foundation. According to the scheme, the lower two vertical supports are transmitted to the upper vertical support through the herringbone beams, the directions are opposite when stress is applied, and the pressure of the upper vertical support is transmitted to the lower two vertical supports through the herringbone beams, so that the purpose of stress dispersion can be achieved, the herringbone beams are stacked layer by layer, and the pressure on the upper vertical support is dispersed to the more vertical supports through the more herringbone beams. Therefore, the pressure which can be borne only by the vertical support with a large section can be realized by the 'group column' with a small section.
Drawings
FIG. 1 is a schematic structural diagram of embodiment 1 of the present invention;
fig. 2 is a front view of embodiment 1 of the present invention;
fig. 3 is a front view of embodiment 2 of the present invention.
Reference numerals shown in the drawings: 1. a building body; 2. a floor slab; 3. a hexagonal cell; 31. a "human" shaped support; 32. and (5) vertically supporting.
Detailed Description
The present invention will be further explained with reference to the following specific embodiments, as shown in fig. 1' 2, embodiment one: a new structure for building, including setting up the multilayer building body 1 on the foundation, the building body 1 includes the basic frame formed by linking up and down the symmetry of several regular hexagonal units 3, floor 2 and link, regular hexagonal unit 3 includes the vertical support 32 used for connecting two ends of the support 31 of "people" type that the up-and-down symmetry sets up and "people" type supports 31, the vertical support of regular hexagonal unit and included angle of the support of "people" type are 30 ", the angle steel framework of punching a hole can make up and form the support 31 of" people "type of certain angle through the link, and is used for pouring and forming the angle steel concrete of punching a hole, the regular hexagonal unit 3 structure is expanded inwards gradually from bottom to top and connect two adjacent buildings as an organic whole, can realize the larger horizontal span between adjacent buildings or office buildings compared with the prior art, used for the intercommunication between the adjacent buildings or office buildings, for further utilization of urban space, the regular hexagonal unit 3 structure can disperse the applied force layer downwards to the underground. The adjacent building main bodies 1 extend from bottom to top to opposite surfaces of adjacent building frames respectively through the regular hexagonal units 3 and are connected into a whole.
The building frame is formed by longitudinally and equidistantly arraying the foundation frame bodies, the floor slabs 2 are transversely and fixedly arranged at two ends of the 'herringbone' supports 31 positioned at the lower parts of the regular hexagonal units 3, the building frame of the 'herringbone' supports 31 formed by the floor slabs 2 and the regular hexagonal units 3 is assembled through connecting pieces to form a building main body 1, and a plurality of building spaces are formed, wherein the connecting pieces are bolts, corner pieces and the like.
Adjacent sides of a plurality of regular hexagonal units 3 are fixedly connected into a whole, upper human-shaped supports 31 of the regular hexagonal units 3 positioned below the building main body 1 are fixedly connected with the human-shaped supports 31 at the lower parts of the adjacent regular hexagonal units 3 respectively to form a honeycomb structure, floor slabs 2 are transversely paved at two ends of the human-shaped supports 31 at the lower parts of the regular hexagonal units 3, the floor slabs 2 are floors 2 of a building or an office building, and two side surfaces of the regular hexagonal units 3 and concrete form a wall body.
The distance between the floor slabs 2 of the adjacent building main bodies 1 is 3.5 meters, the height is proper, the joint of the human-shaped supports 31 at the upper parts of the hexagonal units 3 supports one vertical support 32 of the other regular hexagonal unit 3, the human-shaped supports 31 at the upper parts of the regular hexagonal units 3 are positioned between the two adjacent floor slabs 2, and the height of the vertical supports 32 does not influence the normal movement of a human body.
As shown in fig. 3, the second embodiment: the difference between the first embodiment and the second embodiment is that the first embodiment is a regular hexagonal unit, the second embodiment is a long hexagonal unit, the vertical supports 32 of the long hexagonal unit are longer than the vertical supports 32 of the regular hexagonal unit, the vertical supports 32 of the long hexagonal unit are two in height, the included angle between the vertical supports 32 of the long hexagonal unit and the support 31 in the shape of a 'person' is 45 degrees, the long hexagonal unit is used for communicating between higher floors, and the regular hexagonal unit is used for communicating between lower floors.
It should be understood that these examples are for illustrative purposes only and are not intended to limit the scope of the present invention. Furthermore, it should be understood that various changes or modifications of the present invention may be made by those skilled in the art after reading the teachings of the present invention, and these equivalents also fall within the scope defined in the present application.
Claims (5)
1. A novel structure for building which is characterized in that: including setting up multilayer building main part (1) on the ground, building main part (1) includes and is connected basic framework, floor (2) and the connecting piece that forms by a plurality of hexagon units (3) adjacent side, hexagon unit (3) are including "people" type that the longitudinal symmetry set up support (31) and be used for connecting vertical braces (32) at two "people" type supports (31) both ends respectively, and are adjacent building main part (1) extends to the opposite face of adjacent building frame respectively through the hexagon unit from bottom to top and connects as an organic whole.
2. The new structure for building according to claim 1, characterized in that: the building frame is formed by longitudinally and equidistantly arraying the foundation frame bodies, the floor slabs (2) are transversely and fixedly arranged at two ends of the 'man' -shaped supports (31) of the hexagonal units (3) positioned at the lower parts, and the building frame of the 'man' -shaped supports (31) formed by the floor slabs (2) and the hexagonal units (3) is assembled through connecting pieces to form a building main body (1).
3. The new structure for building according to claim 1, characterized in that: the distance between the floor slabs (2) adjacent to the building main body (1) is 3.5-4 meters.
4. The new structure for building according to claim 1, characterized in that: the hexagonal unit (3) is divided into a regular hexagonal unit and a long hexagonal unit, and the included angle between the regular hexagonal unit vertical support (32) and the human-shaped support (31) is 30 degrees; the vertical supports (32) of the long hexagonal units are longer than the vertical supports (32) of the regular hexagonal units, the vertical supports (32) of the long hexagonal units are two floor heights, and the included angle between the vertical supports (32) of the long hexagonal units and the man-shaped supports (31) is 45 degrees.
5. The new structure for building according to claim 1, characterized in that: the 'man' -shaped support (31) and the vertical support (32) of the hexagonal unit (3) are formed by hinging a punching angle steel framework.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022547452.5U CN213773779U (en) | 2020-11-06 | 2020-11-06 | Novel structure for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022547452.5U CN213773779U (en) | 2020-11-06 | 2020-11-06 | Novel structure for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213773779U true CN213773779U (en) | 2021-07-23 |
Family
ID=76915466
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022547452.5U Active CN213773779U (en) | 2020-11-06 | 2020-11-06 | Novel structure for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213773779U (en) |
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2020
- 2020-11-06 CN CN202022547452.5U patent/CN213773779U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240315 Address after: No. 3 Zhenxing Road, Yishui Town, Yishui County, Linyi City, Shandong Province, 276000 Patentee after: Zhu Maojun Country or region after: China Patentee after: Zhu Mingdong Address before: 276800 No.5, Hesheng Street West Lane, Hai'an community, Rizhao street, Donggang District, Rizhao City, Shandong Province Patentee before: Chi Qingfeng Country or region before: China |
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| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240418 Address after: 276000 Jiangdunju Committee, Meibu Office, Linyi Economic and Technological Development Zone, Linyi City, Shandong Province Patentee after: Shandong Hengdong Construction Group Co.,Ltd. Country or region after: China Address before: No. 3 Zhenxing Road, Yishui Town, Yishui County, Linyi City, Shandong Province, 276000 Patentee before: Zhu Maojun Country or region before: China Patentee before: Zhu Mingdong |