CN212956929U - House building structure mainly made of steel structure - Google Patents
House building structure mainly made of steel structure Download PDFInfo
- Publication number
- CN212956929U CN212956929U CN202021118171.1U CN202021118171U CN212956929U CN 212956929 U CN212956929 U CN 212956929U CN 202021118171 U CN202021118171 U CN 202021118171U CN 212956929 U CN212956929 U CN 212956929U
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- Prior art keywords
- wallboard
- floor
- steel
- side wall
- plate
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 61
- 239000010959 steel Substances 0.000 title claims abstract description 61
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 58
- 239000004567 concrete Substances 0.000 claims abstract description 21
- 238000009423 ventilation Methods 0.000 claims abstract description 6
- 239000010410 layer Substances 0.000 claims description 12
- 238000010276 construction Methods 0.000 claims description 11
- 238000009435 building construction Methods 0.000 claims description 9
- 239000006096 absorbing agent Substances 0.000 claims description 6
- 239000011490 mineral wool Substances 0.000 claims description 5
- 239000004793 Polystyrene Substances 0.000 claims description 4
- 229920002223 polystyrene Polymers 0.000 claims description 4
- 239000002023 wood Substances 0.000 claims description 4
- 230000035939 shock Effects 0.000 claims description 3
- 239000002344 surface layer Substances 0.000 claims description 3
- 238000009413 insulation Methods 0.000 claims description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims 2
- 230000015572 biosynthetic process Effects 0.000 abstract description 2
- 229920006389 polyphenyl polymer Polymers 0.000 description 10
- 238000004880 explosion Methods 0.000 description 5
- 239000000835 fiber Substances 0.000 description 4
- 239000012141 concentrate Substances 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 229920000049 Carbon (fiber) Polymers 0.000 description 1
- 239000004743 Polypropylene Substances 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000004917 carbon fiber Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- -1 polypropylene Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000012783 reinforcing fiber Substances 0.000 description 1
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Abstract
The utility model discloses a house building structure mainly based on steel structure, which comprises a front wallboard and a rear wallboard, wherein side wallboards are arranged on two sides of the front wallboard and the rear wallboard, a door body is hinged on the outer side of the front wallboard, a ventilation window is also arranged on the outer side of the front wallboard, floors are arranged at the bottoms of the front wallboard and the rear wallboard, a top wallboard is also arranged at the tops of the front wallboard and the rear wallboard, the side wallboards and the top wallboard are all anti-seismic integrated RC steel frame floorboards; the utility model discloses this kind of integral type RC steelframe floor is the RC floor frame that wave form atress reinforcing bar, even roof beam reinforcing bar and steel sheet are constituteed, pours concrete formation integral type RC steelframe floor again in the RC floor frame outside, has limit deformability and anti-seismic performance, has improved housing structure's anti-seismic performance.
Description
Technical Field
The utility model belongs to the technical field of building structure, concretely relates to house building structure who takes steel construction as main.
Background
The building structure may be divided into a concrete structure, a masonry structure, a steel structure, a light steel structure, a wood structure, a composite structure, etc. depending on the building material used. With the rapid growth of national economy in China, city construction business has also gained leaping development, and for buildings, the safety is of vital importance, though long-term development has made the building industry make great progress no matter structure selection or construction technology, but still need the building structure performance in a large amount of buildings still to be difficult to satisfy the shockproof and antidetonation requirement, especially in the area that the earthquake is frequent, easy to occur, take the antidetonation reinforcement measure to the building structure especially necessary, the existing building structure is general concrete building structure, does not have good antidetonation performance.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing an use housing construction structure of steel construction as the main, improved the anti-seismic performance in house.
The utility model provides a, a house building structure who takes steel construction as main, including preceding wallboard and back wallboard, the side wall board is installed to the both sides of preceding wallboard and back wallboard, and the articulated door body that is provided with in the outside of preceding wallboard, the outside of preceding wallboard still is provided with the ventilation window, and the bottom of preceding wallboard, back wallboard and side wall board is provided with the floor, and preceding wallboard, back wallboard are the top of side wall board still is provided with the top wallboard, and back wallboard, side wall board and top wallboard are shock resistance integral type RC steelframe floor.
Integral type RC steelframe floor includes the wave form atress reinforcing bar that multilayer level and equidistant arranged, and every layer includes four wave form atress reinforcing bars at least, and every two per layer wave form atress reinforcing bar a set of crisscross difference each other sets up and form four at least nodes, connects through the polyphenyl board between the two nodes that form between the different groups, be parallel to each other between the polyphenyl board, and the periphery of all wave form atress reinforcing bars is still parallel and equidistant to be provided with a plurality of annular even roof beam reinforcing bars, even roof beam reinforcing bar and the perpendicular setting of wave form atress reinforcing bar, still include vertical setting and with even roof beam reinforcing bar vertically steel sheet, the steel sheet setting is between two adjacent nodes that wave form atress reinforcing bar formed, and the polyphenyl board passes the steel sheet, pours concrete formation integral type RC steelframe floor between even roof.
Preferably, all be provided with the bump leveller inside the integral type RC steelframe floor.
Preferably, the medial surface of preceding wallboard, back wallboard, side wall board and top wallboard still is provided with the rock wool heated board.
Preferably, the floor is a wood floor, and the surface layer of the floor is provided with a waterproof layer.
The inner wall of side wall board is provided with vertical first fixed slot, and preceding wallboard and back wallboard all are connected with the side wall board through first fixed slot, and the surface on floor is provided with the fixed slot of second, and preceding wallboard, back wallboard and side wall board pass through the fixed slot of second and are connected with the floor, and the inner wall of top wallboard is provided with the fixed slot of third, and preceding wallboard, back wallboard and side wall board all are connected with the top wallboard through the fixed slot of third.
Preceding wallboard and floor, back wallboard and floor, equally divide the reinforcing plate that does not be provided with the L type between side wall board and the floor, the both ends of reinforcing plate are equallyd divide and do not be connected with preceding wallboard and floor through the bolt, the both ends of reinforcing plate are equallyd divide and do not be connected with side wall board and floor through the bolt, preceding wallboard and top wallboard, back wallboard and top wallboard, equally divide the reinforcing plate that does not be provided with the L type between side wall board and the top wallboard, the both ends of reinforcing plate are equallyd divide and do not are connected with preceding wallboard and top wallboard through the bolt, the both ends of reinforcing plate are equallyd divide and do not are connected with back wallboard and top wallboard through the bolt, the both ends of reinforcing plate are equallyd divide and do not are connected with side wall board and top wallboard through.
The utility model has the advantages that:
the utility model discloses a building construction structure mainly based on steel construction, back wallboard, side wallboard and top wallboard are antidetonation type integral type RC steelframe floor, integral type RC steelframe floor is the RC floor frame that wave form atress reinforcing bar, even roof beam reinforcing bar and steel sheet are constituteed, pour concrete in the RC floor frame outside again and form integral type RC steelframe floor, and this integral type RC steelframe floor leaves the notch of certain length in the place of beam-wall juncture, replace with the polyphenyl board, because the atress reinforcing bar in the board need stagger the notch, therefore form the wave form, use the purpose of polyphenyl board make the deformation of the floor of even roof beam upper portion concentrate at the fluting, protect the concrete not receive the damage, improve the ultimate deformability of floor, and even roof beam reinforcing bar that the floor frame periphery that wave form atress reinforcing bar formed sets up has very strong anti-seismic performance, overcome the shortcoming that traditional reinforced concrete even roof beam ductility and power consumption are poor, when the house structure of the utility model meets earthquake, the integral RC steel frame floor slab has good earthquake resistance, and the vibration absorber also absorbs part of energy;
the house structure of the utility model has the advantages that the side wall plate is connected with the front wall plate and the rear wall plate through the first fixing slot, the floor is connected with the front wall plate, the rear wall plate and the side wall plate through the second fixing slot, and the front wall plate, the rear wall plate and the side wall plate are all connected with the top wall plate through the third fixing slot; and between preceding wallboard and the floor, between side wall board and the floor, between back wallboard and the floor, between preceding wallboard and the top wallboard, between side wall board and the top wallboard, all be provided with the reinforcing plate of L type between back wallboard and the top wallboard, the utility model discloses a this kind of connected mode connects reliably to convenient the dismantlement.
Drawings
FIG. 1 is a schematic structural view of a building structure based on steel structure of the present invention;
FIG. 2 is another schematic structural view of a building structure based on steel structure of the present invention;
FIG. 3 is a schematic structural view of an integrated RC steel frame floor slab in a building construction structure mainly made of steel structures according to the present invention;
fig. 4 is the utility model relates to an use steel construction as the main house building structure in the connection sketch map of wavy atress reinforcing bar in the integral type RC steelframe floor.
In the figure, 1, a front wall plate, 2, a rear wall plate, 3, a side wall plate, 4, a ventilation window, 5, a top wall plate, 6, a corrugated stress steel bar, 7, a polystyrene plate, 8, a beam connecting steel bar, 9, a steel plate, 10, concrete, 11, a vibration absorber, 12, a rock wool heat insulation plate, 13, a floor, 14, a waterproof layer, 15, a first fixing slot, 16, a second fixing slot, 17, a third fixing slot, 18 and a reinforcing plate.
Detailed Description
The present invention will be described in detail with reference to the accompanying drawings and specific embodiments. The following examples are only used to illustrate the technical solutions of the present invention more clearly, and the protection solutions of the present invention are not limited thereto.
The utility model provides an use house building structure of steel construction as main, as shown in fig. 1-4, including preceding wallboard 1 and back wallboard 2, side wall board 3 is installed to the both sides of preceding wallboard 1 and back wallboard 2, the articulated door body that is provided with in the outside of preceding wallboard 1, the outside of preceding wallboard 1 still is provided with ventilation window 4, preceding wallboard 1, the bottom of back wallboard 2 and side wall board 3 is provided with floor 13, preceding wallboard 1, back wallboard 2 is the top of side wall board 3 still is provided with top wallboard 5, back wallboard 2, side wall board 3 and top wallboard 5 are antidetonation type integral type RC steel frame floor, because will install door body 4 and ventilation window 4 on preceding wallboard 1, so preceding wallboard 1 is general wallboard.
Integral type RC steelframe floor includes the wave form atress reinforcing bar 6 that multilayer level and equidistant arranged, every layer includes four wave form atress reinforcing bars 6 at least, every two a set of mutual differences of wave form atress reinforcing bar 6 on every layer set up and form four nodes, connect through polyphenyl board 7 between the two nodes that form between the different groups, be parallel to each other between the polyphenyl board 7, all wave form atress reinforcing bar 6's periphery is still parallel and equidistant to be provided with a plurality of annular even roof beam reinforcing bar 8, even roof beam reinforcing bar 8 sets up with wave form atress reinforcing bar 6 is perpendicular, still include vertical setting and with even roof beam reinforcing bar 8 vertically steel sheet 9, steel sheet 9 sets up between two adjacent nodes that wave form atress reinforcing bar 6 formed, polyphenyl board 7 passes steel sheet 9, concrete 10 forms integral type RC steelframe floor is pour between even roof beam reinforcing bar 8 and the wave form atress reinforcing bar.
The concrete 10 is ultra-high toughness concrete, the ultra-high toughness concrete is prepared by adding fine reinforcing fibers (the fibers are preferably made of materials such as explosion-proof steel fibers, explosion-proof carbon fibers, explosion-proof glass fibers, explosion-proof polypropylene fibers and the like, and the volume content of the fibers is 5-7%) into cement paste to prepare novel concrete which is 100 times higher in toughness and 3 times higher in strength than standard concrete, the ultra-high toughness concrete can meet the requirement that the concrete needs to be bent and cannot be broken, and is particularly suitable for the requirements of explosion resistance and explosion impact resistance of an explosion-proof wall body, the impact resistance and the compression resistance of the ultra-high toughness concrete are extremely high, the ultra-high toughness concrete has better elasticity, meanwhile, a shock absorber is arranged in the ultra-high toughness concrete, the energy generated by explosion impact can be absorbed to the maximum extent when explosion occurs, the explosion-proof wall body can not be broken easily, and the integrity, the stability and the safety performance of the explosion-proof wall body are greatly improved.
The integrated RC steel frame floor slab is also internally provided with vibration absorbers 11, and when the house structure is impacted by explosion, the vibration absorbers 11 can absorb part of energy.
The medial surface of preceding wallboard 1, back wallboard 2, side wall board 3 and top wallboard 5 still is provided with rock wool heated board 12, and rock wool heated board 12 is the heat preservation ability that is used for improving housing structure.
The floor 13 is a wood floor, the surface layer of the floor 13 is provided with a waterproof layer 14, and the waterproof performance of the house structure can be improved by arranging the waterproof layer 14.
The inner wall of the side wall plate 3 is provided with a vertical first fixing slot 15, the front wall plate 1 and the rear wall plate 2 are connected with the side wall plate 3 through the first fixing slot 15, the surface of the floor 13 is provided with a second fixing slot 16, the front wall plate 1, the rear wall plate 2 and the side wall plate 3 are connected with the floor 13 through the second fixing slot 16, the inner wall of the top wall plate 5 is provided with a third fixing slot 17, and the front wall plate 1, the rear wall plate 2 and the side wall plate 3 are connected with the top wall plate 5 through the third fixing slot 17; the front wall plate 1 and the floor 13, the rear wall plate 2 and the floor 13, and the side wall plate 3 and the floor 13 are respectively provided with an L-shaped reinforcing plate 18, two ends of the reinforcing plate 18 are respectively connected with the front wall plate 1 and the floor 13 through bolts, two ends of the reinforcing plate 18 are respectively connected with the rear wall plate 2 and the floor 13 through bolts, two ends of the reinforcing plate 18 are respectively connected with the side wall plate 3 and the floor 13 through bolts, two ends of the reinforcing plate 18 are respectively connected with the front wall plate 1 and the top wall plate 5 through bolts, two ends of the reinforcing plate 18 are respectively connected with the rear wall plate 2 and the top wall plate 5 through bolts, and two ends of the reinforcing plate 18 are respectively connected with the side wall plate 3 and the top wall plate 5 through bolts;
in the house structure of the utility model, the side wall plate 3 is connected with the front wall plate 1 and the rear wall plate 2 through the first fixing slot 15, the floor 13 is connected with the front wall plate 1, the rear wall plate 2 and the side wall plate through the second fixing slot 16, and the front wall plate 1, the rear wall plate 2 and the side wall plate 3 are all connected with the top wall plate 5 through the third fixing slot 17; and between preceding wallboard 1 and the floor 13, between side wall board 3 and the floor 13, between back wallboard 2 and the floor 13, between preceding wallboard 1 and the top wallboard 5, between side wall board 3 and the top wallboard 5, all be provided with the reinforcing plate 18 of L type between back wallboard 2 and the top wallboard 5, the utility model discloses a this kind of connected mode is connected reliably to convenient the dismantlement.
The anti-seismic principle is as follows: the utility model discloses a building construction structure mainly based on steel construction, the top of front wall panel 1 and back wall panel 2 is still provided with top wall panel 5, back wall panel 2, side wall panel 3 and top wall panel 5 are all antidetonation type integral RC steel frame floor, integral RC steel frame floor is the RC floor frame that waveform stress reinforcing bar 6, even roof beam reinforcing bar 8 and steel sheet 9 constitute, then pour concrete 10 outside RC floor frame and form integral RC steel frame floor, and this integral RC steel frame floor leaves a certain length notch in the place of beam-wall junction, replace with the polyphenyl board, because the stress reinforcing bar in the board needs to stagger the notch, therefore form the waveform, the purpose of using the polyphenyl board is to make the deformation of the floor on the upper portion of even roof beam concentrate on the fluting department, protect the concrete not damaged, improve the ultimate deformability of floor, in addition the even roof beam reinforcing bar 8 that the floor frame periphery that waveform stress reinforcing bar formed set up, there is very strong anti-seismic performance, has overcome traditional reinforced concrete and has had bad shortcoming of beam ductility and power consumption ability even, the utility model discloses a this kind of housing structure has fine anti-seismic performance except that integral type RC steelframe floor when meetting the earthquake, and some fractional energy has also been absorbed to bump leveller 11.
The above-mentioned embodiments are only preferred embodiments of the present invention, and the protection scope of the present invention is not limited thereto, and any person skilled in the art can obviously obtain simple changes or equivalent replacements of the technical solutions within the technical scope of the present invention.
Claims (7)
1. The utility model provides an use house building structure of steel construction as main, its characterized in that, includes preceding wallboard (1) and back wallboard (2), side wall board (3) are installed to the both sides of preceding wallboard (1) and back wallboard (2), the articulated door body that is provided with in the outside of preceding wallboard (1), the outside of preceding wallboard (1) still is provided with ventilation window (4), the bottom of preceding wallboard (1), back wallboard (2) and side wall board (3) is provided with floor (13), the top of preceding wallboard (1), back wallboard (2) side wall board (3) still is provided with top wallboard (5), back wallboard (2), side wall board (3) and top wallboard (5) are shock resistance integral type RC steel frame floor.
2. The building construction structure mainly based on steel structures as claimed in claim 1, wherein the integral RC steel frame floor slab comprises a plurality of layers of corrugated stress steel bars (6) which are horizontally arranged at equal intervals, each layer comprises at least four corrugated stress steel bars (6), every two corrugated stress steel bars (6) on each layer are arranged in a group of two corrugated stress steel bars and form at least four nodes, two nodes formed between different groups are connected through polystyrene boards (7), the polystyrene boards (7) are parallel to each other, the peripheries of all the corrugated stress steel bars (6) are also provided with a plurality of annular connecting beam steel bars (8) in parallel and equal intervals, the connecting beam steel bars (8) are perpendicular to the corrugated stress steel bars (6), the steel plates (9) are vertically arranged and perpendicular to the connecting beam steel bars (8), and the steel plates (9) are arranged between two adjacent nodes formed by the corrugated stress steel bars (6), the polystyrene board (7) penetrates through the steel plate (9), and concrete (10) is poured between the beam connecting reinforcing steel bars (8) and the wave-shaped stress reinforcing steel bars (6) to form an integrated RC steel frame floor.
3. The building construction structure mainly made of steel structures according to claim 2, wherein vibration absorbers (11) are further arranged inside the integrated RC steel frame floor slabs.
4. The building construction structure mainly made of steel structures according to claim 2, characterized in that the inner side surfaces of the front wall panel (1), the rear wall panel (2), the side wall panels (3) and the top wall panel (5) are further provided with rock wool heat insulation panels (12).
5. Building construction structure mainly of steel structure according to claim 1, characterized in that said floor (13) is wood floor, and the surface layer of said floor (13) is provided with a waterproof layer (14).
6. The building construction structure mainly made of steel structures according to claim 1, characterized in that the inner wall of the side wall plate (3) is provided with a vertical first fixing slot (15), the front wall plate (1) and the rear wall plate (2) are connected with the side wall plate (3) through the first fixing slot (15), the surface of the floor (13) is provided with a second fixing slot (16), the front wall plate (1), the rear wall plate (2) and the side wall plate (3) are connected with the floor (13) through the second fixing slot (16), the inner wall of the top wall plate (5) is provided with a third fixing slot (17), and the front wall plate (1), the rear wall plate (2) and the side wall plate (3) are connected with the top wall plate (5) through the third fixing slot (17).
7. The building construction structure mainly composed of steel structures according to claim 1, wherein L-shaped reinforcing plates (18) are respectively disposed between the front wall panel (1) and the floor (13), between the rear wall panel (2) and the floor (13), and between the side wall panel (3) and the floor (13), both ends of the reinforcing plate (18) are respectively connected with the front wall panel (1) and the floor (13) through bolts, both ends of the reinforcing plate (18) are respectively connected with the rear wall panel (2) and the floor (13) through bolts, both ends of the reinforcing plate (18) are respectively connected with the side wall panel (3) and the floor (13) through bolts,
preceding wallboard (1) with between top wallboard (5), back wallboard (2) and top wallboard (5), side wall board (3) and top wallboard (5) equally divide and do not be provided with reinforcing plate (18) of L type, the both ends of reinforcing plate (18) equally divide do not pass through the bolt with preceding wallboard (1) and top wallboard (5) are connected, the both ends of reinforcing plate (18) equally divide do not pass through the bolt with back wallboard (2) and top wallboard (5) are connected, the both ends of reinforcing plate (18) equally divide do not pass through the bolt with side wall board (3) and top wallboard (5) are connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021118171.1U CN212956929U (en) | 2020-06-16 | 2020-06-16 | House building structure mainly made of steel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021118171.1U CN212956929U (en) | 2020-06-16 | 2020-06-16 | House building structure mainly made of steel structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212956929U true CN212956929U (en) | 2021-04-13 |
Family
ID=75386386
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021118171.1U Expired - Fee Related CN212956929U (en) | 2020-06-16 | 2020-06-16 | House building structure mainly made of steel structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212956929U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114396169A (en) * | 2021-05-18 | 2022-04-26 | 顾广娟 | Carbon fiber reinforced concrete beam |
-
2020
- 2020-06-16 CN CN202021118171.1U patent/CN212956929U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114396169A (en) * | 2021-05-18 | 2022-04-26 | 顾广娟 | Carbon fiber reinforced concrete beam |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210413 |