CN211499505U - High-performance autoclaved aerated concrete slab parapet structure of prefabricated building - Google Patents
High-performance autoclaved aerated concrete slab parapet structure of prefabricated building Download PDFInfo
- Publication number
- CN211499505U CN211499505U CN201921605655.6U CN201921605655U CN211499505U CN 211499505 U CN211499505 U CN 211499505U CN 201921605655 U CN201921605655 U CN 201921605655U CN 211499505 U CN211499505 U CN 211499505U
- Authority
- CN
- China
- Prior art keywords
- parapet
- wall
- connecting piece
- assembled
- aerated concrete
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 42
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 32
- 239000010959 steel Substances 0.000 claims abstract description 32
- 229910000746 Structural steel Inorganic materials 0.000 claims description 33
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 15
- 238000010276 construction Methods 0.000 claims description 10
- 210000003195 fascia Anatomy 0.000 claims description 9
- 229910052742 iron Inorganic materials 0.000 claims description 7
- 239000002184 metal Substances 0.000 claims description 5
- 229910052751 metal Inorganic materials 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 238000009434 installation Methods 0.000 claims description 2
- 239000011150 reinforced concrete Substances 0.000 claims description 2
- 239000004575 stone Substances 0.000 claims description 2
- 239000011230 binding agent Substances 0.000 claims 1
- 230000000694 effects Effects 0.000 description 8
- 238000004321 preservation Methods 0.000 description 5
- 238000005452 bending Methods 0.000 description 3
- 230000002265 prevention Effects 0.000 description 3
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Classifications
-
- 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
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/94—Protection against other undesired influences or dangers against fire
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/24—Structural elements or technologies for improving thermal insulation
- Y02A30/244—Structural elements or technologies for improving thermal insulation using natural or recycled building materials, e.g. straw, wool, clay or used tires
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Acoustics & Sound (AREA)
- Building Environments (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model discloses a high performance of prefabricated building evaporates presses aerated concrete slab parapet structure relates to building structure technical field. Wherein the parapet includes polylith assembled parapet, the tip of assembled parapet is equipped with first connecting piece, all be equipped with the second connecting piece between per two adjacent assembled parapet, it is used for connecting two first connecting pieces in two adjacent assembled parapet tip that correspond, first connecting piece establishes the section including inlaying, linkage segment and steel sheet connecting piece, it inlays in the tip of locating assembled parapet to inlay the section of establishing, the one end of linkage segment is connected with the one end of inlaying the section of establishing, the other end stretches out assembled parapet inner wall, the subsides of bottom one side of steel sheet connecting piece are located assembled parapet inner wall and are fixed with the linkage segment, the opposite side stretches out in the tip of assembled parapet. The utility model provides a pair of assembly type structure's high performance evaporates presses aerated concrete slab parapet structure, guarantees the structural rigidity of junction, reasonable in design.
Description
Technical Field
The utility model relates to a building structure technical field, concretely relates to assembled building's high performance evaporates presses aerated concrete slab parapet structure.
Background
Traditional roofing parapet all builds up through the brick on the roof boarding, only ordinary connection between parapet and the roof boarding, the structural rigidity and the stability of its connected node can obviously weaken along with the time is longer, and can not accomplish fine fire prevention heat preservation effect, along with present energy-concerving and environment-protective requirement to the building is higher and higher, new requirement has been proposed equally to the building requirement that has outer wall parapet, need can reach corresponding rigidity and safety requirement, need make whole connected structure node have environmental protection and energy saving's effect again, and current parapet connected structure obviously can not satisfy above-mentioned requirement.
At present, the research on the application of the autoclaved aerated concrete wallboard to the parapet wall is less, and related technologies need to be researched to further improve the use position of the autoclaved aerated concrete wallboard so as to promote the application of the autoclaved aerated concrete board in an assembled building.
SUMMERY OF THE UTILITY MODEL
To the defect that exists among the prior art, the utility model aims to provide a prefabricated building's high performance evaporates presses aerated concrete slab parapet structure, guarantees the structural rigidity of junction between parapet and the side fascia with the roof board.
In order to achieve the above purpose, the utility model adopts the technical proposal that:
the parapet comprises a plurality of assembled parapet boards, wherein first connecting pieces are arranged at the end parts of the assembled parapet boards, at least one second connecting piece is arranged between every two adjacent assembled parapet boards on the left and right, and the second connecting pieces are used for connecting the two first connecting pieces at the end parts of the two corresponding adjacent assembled parapet boards; wherein the first connecting member includes:
-an embedded section embedded in an end of said prefabricated parapet;
-a connecting section, one end of which is connected with one end of the embedding section and the other end of which extends out of the inner wall of the assembled parapet;
the steel plate connecting piece is attached to the inner wall of the assembled parapet on one side of the bottom of the steel plate connecting piece and fixed with the connecting section, and the other side of the bottom of the steel plate connecting piece extends out of the end part of the assembled parapet.
On the basis of the technical scheme, the method further comprises the following steps:
the wallboard assembly comprises a roof panel connected with the inner wall at the bottom of the parapet wall and an external wallboard positioned below the parapet wall and the roof panel;
and the third connecting piece is arranged among the parapet, the roof panel and the external wall panel, and is used for fixedly connecting the parapet, the external wall panel and the roof panel.
On the basis of the technical scheme, the second connecting piece is an I-shaped structural steel column and comprises second wing plates positioned on two sides, and two sides of one of the second wing plates are respectively connected with one side, extending out of the assembled parapet, of the steel plate connecting piece.
On the basis of the technical scheme, the third connecting piece is an I-shaped structural steel beam and comprises an upper side wing plate and a lower side wing plate, one side of the upper side wing plate is attached to the bottom of the parapet wall, the other side of the upper side wing plate is attached to the bottom end of the roof panel, and one side of the lower side wing plate is attached to the top of the outer wall panel.
On the basis of the technical scheme, the part of the beam body, extending out of the inner wall side, of the third connecting piece is wrapped with the first high-performance thin plates, the first high-performance thin plates are connected through expansion anchors or adhesives, high-performance building blocks are attached to one side, close to the parapet outer wall, of the third connecting piece, and the first high-performance thin plates are also attached to one side, close to the parapet outer wall, of the second connecting piece.
On the basis of the technical scheme, the assembled parapet, the external wall panel and the roof panel are all made of high-performance autoclaved aerated concrete plates.
On the basis of the technical scheme, C20 fine aggregate concrete flashing is filled at the joint of the assembly type parapet and the roof panel.
On the basis of the technical scheme, the top of the assembly type parapet is provided with a cold-bending channel steel.
On the other hand, the utility model also provides a prefabricated building's high performance evaporates presses aerated concrete slab parapet structure, guarantees the structural rigidity of junction between parapet and the side fascia with the roof board.
In order to achieve the above purpose, the utility model adopts the technical proposal that:
the prefabricated reinforced concrete composite wall comprises an outer wall plate, a roof plate and a parapet, wherein the outer wall plate, the roof plate and the parapet are all composed of high-performance autoclaved aerated concrete plates with reinforcing bars inside, the parapet is a whole composed of the prefabricated parapets, and an I-shaped structural steel column is installed between the end parts of the adjacent prefabricated parapets; the reinforcing steel bars inside the end of the assembled parapet are welded with bolt connecting iron pieces, and the bolt connecting iron pieces are connected with the steel plate connecting pieces and the bolts during installation, and meanwhile, the steel plate connecting pieces are welded with wing plates in the I-shaped structural steel columns to form an integral parapet structure of the assembled building; a second high-performance thin plate is laid at the exposed part of the I-shaped structural steel column; i-shaped structural steel beams which are horizontally arranged are arranged among the end parts of the external wall panel, the roof panel and the assembled parapet, the first high-performance thin plate is built at the exposed part of the inner wall of each I-shaped structural steel beam, and the high-performance building block is built at the exposed part of the outer wall of each I-shaped structural steel beam; the joint between the assembled parapet and the roof panel is subjected to flashing treatment by C20 fine aggregate concrete.
On the basis of the technical scheme, the tops of the assembled parapet and the I-shaped structural steel column are pressed by cold-bending channel steel.
Compared with the prior art, the utility model has the advantages of:
the utility model provides a high performance evaporates presses aerated concrete slab parapet structure of prefabricated building, at first, through all connecting structures all around traditional parapet all adopt high performance to evaporate to press aerated concrete material to make, has reached better heat preservation fire prevention effect, and the whole rigidity of parapet structure has obtained great improvement, and overall structure quality is reliable; secondly, a plurality of I-shaped structural steel columns are arranged between the assembled parapet boards, so that the assembled parapet boards are connected with the I-shaped structural steel columns more safely and firmly through the corresponding embedding sections, the connecting sections and the steel plate connecting pieces, and the overall structural stability is improved; in addition, I-shaped structural steel beams are arranged at the joints where the assembled parapet, the roof panel and the external wall panel are combined, so that the assembled parapet, the roof panel and the external wall panel are connected more stably, and the exposed parts of the I-shaped structural steel beams are partially used for building the first high-performance thin plates and the high-performance building blocks, so that the joints can ensure good rigidity, achieve good heat-insulation and fireproof effects and meet the requirements of users.
Drawings
Fig. 1 is a schematic cross-sectional structural view of a high performance autoclaved aerated concrete panel parapet construction of a fabricated building in an embodiment of the present invention;
fig. 2 is a schematic sectional structure view at a-a of a high-performance autoclaved aerated concrete slab parapet structure of a prefabricated building according to an embodiment of the present invention.
In the figure: 1-fabricated parapet, 2-high-performance building blocks, 3-external wall panels, 4-lower side wing panels, 5-first high-performance thin plates, 6-upper side wing panels, 7-roof panels, 8-C20 fine-stone concrete flashing, 9-cold-formed channel steel, 10-steel plate connectors, 11-I-shaped structural steel columns, 110-second wing panels, 12-bolts, 13-bolted iron parts, 14-second high-performance thin plates and 15-third connectors.
Detailed Description
The embodiments of the present invention will be described in further detail below with reference to the accompanying drawings.
Example 1
Referring to fig. 1, an embodiment of the present invention provides a high performance autoclaved aerated concrete slab parapet structure of a prefabricated building, including a parapet, a wallboard assembly and a third connecting member 15, wherein the parapet includes a plurality of prefabricated parapets 1, a first connecting member is provided at an end of each of the prefabricated parapets 1, a first connecting member is provided at an end of each of two adjacent prefabricated parapets 1, and a first connecting member is provided at an end of each of the two adjacent prefabricated parapets 1 located at the left and right sides, and only an end of one end of the prefabricated parapet 1 located at the head end is provided with the first connecting member near an inner wall; all be equipped with at least one second connecting piece about every between two adjacent assembled parapet 1, the second connecting piece is used for connecting two first connecting pieces in two adjacent assembled parapet 1 tip that correspond, connects polylith assembled parapet 1 and forms the parapet wholly, keeps overall structure's firm and intact. Wallboard subassembly specifically includes roof boarding 7 that links to each other with parapet bottom inner wall to and be located parapet and the side fascia 3 of roof boarding 7 below, and roof boarding 7 is located the room, and side fascia 3 mainly is the peripheral wall that constitutes the room, and one side that assembled parapet 1 is close to roof boarding 7 is the inner wall, and one side of keeping away from roof boarding 7 is the outer wall. The third connecting piece 15 just locates between parapet, roof boarding 7 and side fascia 3, and the effect of third connecting piece 15 is mainly used for being connected fixedly between parapet, side fascia 3 and the roof boarding 7 three, guarantees the stability of junction.
Referring to fig. 2, first connecting piece specifically establishes the section including the embedding, linkage segment and steel sheet connecting piece 10, wherein, the section is established for bolted connection ironware 13 to the embedding, the section is established to the embedding whole inlays and locates in the tip of assembled parapet 1, the linkage segment is bolt 12, its one end and the one end of inlaying the section of establishing are connected and integrated into one piece perpendicularly, be T shape structure, the other end stretches out in 1 inner wall of assembled parapet, one side subsides of steel sheet connecting piece 10 bottom are located 1 inner wall of assembled parapet and are fixed with the linkage segment that stretches out, the opposite side stretches out in the tip of assembled parapet 1. Wherein, one side of the bottom of the steel plate connecting piece 10 is fixed with the connecting section through a nut.
Referring to fig. 2, the second connecting member is an i-shaped structural steel column 11, and the second connecting member includes second wing plates 110 located at both sides, wherein both sides of one second wing plate 110 are respectively connected to one side of the steel plate connecting member 10 extending out of the assembled parapet 1. The second wing plate 110 connected with one side of the steel plate connecting piece 10 extending out of the assembly-type parapet 1 is the second wing plate 110 close to the inner wall of the assembly-type parapet 1, the second wing plate 110 is connected with the steel plate connecting piece 10 in a welding mode, and the plane of the second wing plate 110 is flush with the inner wall of the assembly-type parapet 1.
Referring to fig. 1, the third connecting member 15 is an i-shaped structural steel beam, and the third connecting member 15 includes an upper wing plate 6 and a lower wing plate 4, wherein one side of the upper wing plate 6 is attached to the bottom of the parapet wall, the other side is attached to one end of the bottom of the roof panel 7, and one side of the lower wing plate 4 is attached to the top of the external wall panel 3, so as to connect and fix the parapet wall, the external wall panel 3 and the roof panel 7. Here, the parapet and the external wall panel 3 are located on the same vertical plane, and the external walls of the parapet and the external wall of the external wall are flush, and the parapet and the bottom of the roof panel 7 are flush. Furthermore, the part of the beam body of the third connecting piece 15 extending out of the inner wall side is wrapped with a first high-performance thin plate 5, the first high-performance thin plate 5 is connected through expansion anchors or adhesives, one side of the third connecting piece 15 close to the parapet outer wall is provided with a high-performance building block 2 in an attached mode, the surface of the high-performance building block 2 is flush with the parapet and the outer wall plate 3, one side of the second connecting piece close to the parapet outer wall is also provided with a second high-performance thin plate 14 in an attached mode, and the surface of the second high-performance thin plate 14 is flush with the parapet outer wall. The high-performance building block 2, the first high-performance thin plate 5 and the second high-performance thin plate 14 are all made of high-performance autoclaved aerated concrete plates, and the assembled parapet 1, the external wall plate 3 and the roof plate 7 are all made of high-performance autoclaved aerated concrete plates, so that the parapet and connection structures of the parapet can achieve good heat-preservation and fireproof effects, the overall rigidity can be greatly improved, and the overall structure quality is reliable.
Furthermore, C20 fine aggregate concrete flashing 8 is filled at the joint of the parapet and the roof board 7, so that water seepage at the joint is avoided. And a cold bending channel steel 9 is also arranged at the top of the parapet wall.
Example 2
The utility model discloses still provide an embodiment, refer to fig. 1, fig. 2, the utility model relates to a high performance of assembled structure evaporates presses aerated concrete slab parapet structure, including side fascia 3, roof boarding 7 and parapet, above-mentioned side fascia 3, roof boarding 7 and parapet all by the inside high performance that has the arrangement of reinforcement evaporates and presses aerated concrete slab to constitute, the parapet is an integer that comprises assembled parapet 1, installs I-shaped structural steel column 11 between the adjacent assembled parapet tip; the reinforcing main bar inside the end of the assembly type parapet 1 is welded with a bolt connecting iron piece 13, and when the assembly type parapet is installed, the bolt connecting iron piece 13, the steel plate connecting piece 10 and the bolt 12 are connected, and simultaneously the steel plate connecting piece 10 and a wing plate in the I-shaped structural steel column 11 are welded to form an integral assembly type parapet structure of the assembly type building; the exposed parts of the I-shaped structural steel columns 11 are wrapped with second high-performance thin plates 14; i-shaped structural steel beams which are horizontally arranged are arranged among the end parts of the outer wallboard 3, the roof board 7 and the assembled parapet 1, a first high-performance thin plate 5 is built at the exposed part on the inner side of each I-shaped structural steel beam, and a high-performance building block 2 is built at the exposed part on the outer side of each I-shaped structural steel beam; the junction between prefabricated parapet 1 and roof panel 7 is treated with C20 fine aggregate concrete flashing 8.
In this embodiment, the tops of the assembled parapet wall panels 1 and the i-shaped structural steel columns 11 are pressed by cold-bent channel steel 9.
The utility model discloses following beneficial effect has: firstly, a traditional parapet wall structure is transformed into a parapet wall structure of a high-performance autoclaved aerated concrete slab of an assembly type building, and connecting structures of all parts of the parapet wall are all made of high-performance autoclaved aerated concrete materials, so that a better heat preservation and fire prevention effect is achieved, the overall rigidity of the parapet wall structure is greatly improved, and the overall structure quality is reliable; secondly, an I-shaped structural steel column 11 is arranged between the assembled parapet boards 1, so that the parapet boards are connected with the I-shaped structural steel column 11 more safely and firmly through corresponding bolt connecting iron pieces 13 and bolt connecting pieces; third the utility model discloses in be equipped with I shape structure girder steel at the node that assembled parapet 1, roof boarding 7 combine to I shape structure girder steel exposes partial first high performance sheet metal 5, second high performance sheet metal 14 of building and high performance building block 2, makes the node can guarantee good rigidity, can reach good heat preservation fireproof effect again.
The present invention is not limited to the above preferred embodiments, and any person can obtain other products in various forms without departing from the scope of the present invention, but any change in shape or structure is within the scope of protection.
Claims (10)
1. A high performance autoclaved aerated concrete panel parapet construction of a fabricated building, comprising:
the parapet comprises a plurality of assembled parapet boards (1), wherein first connecting pieces are arranged at the end parts of the assembled parapet boards (1), at least one second connecting piece is arranged between every two adjacent assembled parapet boards (1) on the left and right, and the second connecting pieces are used for connecting the two first connecting pieces at the end parts of the two corresponding adjacent assembled parapet boards (1); wherein the first connecting member includes:
-an embedding section embedded in the end of said prefabricated parapet (1);
-a connecting section, one end of which is connected with one end of the embedding section and the other end of which extends out of the inner wall of the prefabricated parapet (1);
-a steel plate connecting piece (10), one side of the bottom of which is attached to the inner wall of the prefabricated parapet (1) and fixed with the connecting section, and the other side of which extends out of the end of the prefabricated parapet (1).
2. The prefabricated building high performance autoclaved aerated concrete panel parapet construction of claim 1, further comprising:
the wallboard assembly comprises a roof panel (7) connected with the inner wall at the bottom of the parapet wall and an external wallboard (3) positioned below the parapet wall and the roof panel (7);
and the third connecting piece (15) is arranged among the parapet, the roof panel (7) and the external wall panel (3), and the third connecting piece (15) is used for fixedly connecting the parapet, the external wall panel (3) and the roof panel (7).
3. A high performance autoclaved aerated concrete panel parapet construction of fabricated building as claimed in claim 1 wherein: the second connecting piece is an I-shaped structural steel column (11) and comprises second wing plates (110) located on two sides, wherein two sides of one second wing plate (110) are respectively connected with one side, extending out of the assembly type parapet (1), of the steel plate connecting piece (10).
4. A high performance autoclaved aerated concrete panel parapet construction of fabricated building as claimed in claim 2 wherein: third connecting piece (15) are I-shaped structure girder steel, third connecting piece (15) are including upside pterygoid lamina (6) and downside pterygoid lamina (4), one side subsides of upside pterygoid lamina (6) are located the bottom of parapet, the opposite side subsides are located the bottom one end of roof boarding (7), one side subsides of downside pterygoid lamina (4) are established the top of side fascia (3).
5. A high performance autoclaved aerated concrete panel parapet construction of fabricated building as claimed in claim 2 wherein: the third connecting piece (15) stretches out and is equipped with first high performance sheet metal (5) on the partial roof beam body of inner wall side, adopt inflation anchor nail or binder to connect between the first high performance sheet metal (5), third connecting piece (15) are close to one side facing of parapet outer wall is equipped with high performance building block (2), the second connecting piece is close to also paste on one side of parapet outer wall is equipped with first high performance sheet metal (5).
6. A high performance autoclaved aerated concrete panel parapet construction of fabricated building as claimed in claim 2 wherein: the assembled parapet (1), the external wall panel (3) and the roof panel (7) are all made of high-performance autoclaved aerated concrete plates.
7. A high performance autoclaved aerated concrete panel parapet construction of fabricated building as claimed in claim 2 wherein: c20 fine stone concrete flashing (8) is filled at the joint of the parapet and the roof panel (7).
8. A high performance autoclaved aerated concrete panel parapet construction of fabricated building as claimed in claim 1 wherein: and a cold-bent channel steel (9) is arranged at the top of the parapet wall.
9. The utility model provides a high performance of prefabricated building evaporates presses aerated concrete slab parapet structure which characterized in that: the prefabricated reinforced concrete external wall comprises external wall panels (3), roof panels (7) and parapet walls, wherein the external wall panels (3), the roof panels (7) and the parapet walls are all composed of high-performance autoclaved aerated concrete plates with reinforcing bars inside, the parapet walls are a whole body formed by assembled parapet walls (1), and I-shaped structural steel columns (11) are installed between the end parts of the adjacent assembled parapet walls (1); the reinforced main ribs in the end of the assembly type parapet (1) are welded with bolt connecting iron pieces (13), the bolt connecting iron pieces (13) are connected with the steel plate connecting piece (10) and the bolts (12) during installation, and meanwhile the steel plate connecting piece (10) and wing plates in the I-shaped structural steel column (11) are welded to form an integral parapet structure of the assembly type building; exposed parts of the I-shaped structural steel columns (11) are wrapped with second high-performance thin plates (14); i-shaped structural steel beams which are horizontally arranged are arranged among the end parts of the external wall panel (3), the roof panel (7) and the assembled parapet (1), a first high-performance thin plate (5) is built at the exposed part of the inner wall of each I-shaped structural steel beam, and a high-performance building block (2) is built at the exposed part of the outer wall of each I-shaped structural steel beam; the joint between the prefabricated parapet board (1) and the roof board (7) is treated by C20 fine aggregate concrete flashing (8).
10. A high performance autoclaved aerated concrete panel parapet construction of fabricated building as claimed in claim 9 wherein: and the tops of the assembled parapet wall boards (1) and the I-shaped structural steel columns (11) are pressed and jacked by adopting cold-bent channel steel.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811581199.6A CN109594724A (en) | 2018-12-24 | 2018-12-24 | A kind of high-performance autoclaved aerated concrete slab daughter's wall construction of assembled architecture |
| CN2018115811996 | 2018-12-24 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211499505U true CN211499505U (en) | 2020-09-15 |
Family
ID=65964251
Family Applications (3)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811581199.6A Pending CN109594724A (en) | 2018-12-24 | 2018-12-24 | A kind of high-performance autoclaved aerated concrete slab daughter's wall construction of assembled architecture |
| CN201910911956.XA Active CN110578388B (en) | 2018-12-24 | 2019-09-25 | High-performance autoclaved aerated concrete slab parapet wall structure of assembled building |
| CN201921605655.6U Active CN211499505U (en) | 2018-12-24 | 2019-09-25 | High-performance autoclaved aerated concrete slab parapet structure of prefabricated building |
Family Applications Before (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811581199.6A Pending CN109594724A (en) | 2018-12-24 | 2018-12-24 | A kind of high-performance autoclaved aerated concrete slab daughter's wall construction of assembled architecture |
| CN201910911956.XA Active CN110578388B (en) | 2018-12-24 | 2019-09-25 | High-performance autoclaved aerated concrete slab parapet wall structure of assembled building |
Country Status (1)
| Country | Link |
|---|---|
| CN (3) | CN109594724A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110578388A (en) * | 2018-12-24 | 2019-12-17 | 湖北神州建材有限责任公司 | High-performance autoclaved aerated concrete slab parapet structure of prefabricated building |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113026963A (en) * | 2021-03-19 | 2021-06-25 | 同济大学 | Deformation-adaptive embedded external wall panel and column connecting structure and construction method thereof |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000064504A (en) * | 1998-08-26 | 2000-02-29 | Sumitomo Metal Steel Products Inc | Building corner post material |
| CN102518301A (en) * | 2011-12-19 | 2012-06-27 | 上海富春建业科技股份有限公司 | Prefab house made of autoclaved aerated concrete slabs and assembly method for prefab house |
| CN208167969U (en) * | 2018-04-03 | 2018-11-30 | 保定市建筑设计院有限公司 | A kind of portal-rigid frames light house |
| CN109594724A (en) * | 2018-12-24 | 2019-04-09 | 湖北神州建材有限责任公司 | A kind of high-performance autoclaved aerated concrete slab daughter's wall construction of assembled architecture |
-
2018
- 2018-12-24 CN CN201811581199.6A patent/CN109594724A/en active Pending
-
2019
- 2019-09-25 CN CN201910911956.XA patent/CN110578388B/en active Active
- 2019-09-25 CN CN201921605655.6U patent/CN211499505U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110578388A (en) * | 2018-12-24 | 2019-12-17 | 湖北神州建材有限责任公司 | High-performance autoclaved aerated concrete slab parapet structure of prefabricated building |
| CN110578388B (en) * | 2018-12-24 | 2024-05-17 | 湖北神州建材有限责任公司 | High-performance autoclaved aerated concrete slab parapet wall structure of assembled building |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110578388A (en) | 2019-12-17 |
| CN110578388B (en) | 2024-05-17 |
| CN109594724A (en) | 2019-04-09 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN211396208U (en) | Green type coincide floor's mosaic structure | |
| CN106836627A (en) | A kind of prefabricated lightweight floor | |
| CN211499505U (en) | High-performance autoclaved aerated concrete slab parapet structure of prefabricated building | |
| CN109057091B (en) | Assembly type hollow outer wall suitable for steel structure and assembly method thereof | |
| CN109797871A (en) | The double steel plate compound shear wall and composite floor connecting node of support angle steel connection | |
| CN211690922U (en) | High-performance autoclaved aerated concrete integrated plate outer wall structure for prefabricated building | |
| CN205475854U (en) | Roof beam wall composite external wall component | |
| CN106284801A (en) | A kind of assembled roof system | |
| CN206800616U (en) | A kind of prefabricated luffer boards that float | |
| CN109881799B (en) | Ultralow-energy-consumption steel structure heat-insulation building system | |
| CN208830464U (en) | A kind of girder steel and concrete small column rigid joint | |
| CN110748076A (en) | External hanging wallboard of prestressed steel pipe truss and wall manufactured and installed by using same | |
| CN215106427U (en) | Hollow superimposed sheet of enhancement steel pipe truss prestressing force | |
| CN109183615A (en) | A kind of more girder formula steel reinforced concrete combination continuous beams | |
| CN204311772U (en) | Aero-concrete roof boarding ruggedized construction | |
| CN210713361U (en) | Cross-layer connecting beam structure of steel bar formwork integrated component shear wall | |
| CN112227580A (en) | Steel pipe truss prestressed hollow superimposed sheet | |
| CN213509134U (en) | Steel pipe truss prestressed hollow superimposed sheet | |
| CN205530984U (en) | Composite wall panel and assembly monolithic structure thereof | |
| CN111519527A (en) | Flexible joint connecting structure for steel structure bridge panel and construction method thereof | |
| CN206408805U (en) | A kind of roof boarding and its installation node | |
| CN220414691U (en) | Concrete parapet node structure for steel beam | |
| CN104831628A (en) | Permanent formwork of bridge deck of multi-girder steel mixing structure bridge | |
| CN217552661U (en) | Prefabricated finished product device for arc-shaped roof reinforcing and connecting plate | |
| CN108867892A (en) | A kind of building assembly wallboard |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: A high-performance autoclaved aerated concrete slab parapet structure for prefabricated buildings Effective date of registration: 20220418 Granted publication date: 20200915 Pledgee: China Construction Bank Corporation Wuhan Qiaokou sub branch Pledgor: HUBEI SHENZHOU BUILDING MATERIAL Co.,Ltd. Registration number: Y2022420000109 |