CN105756279B - A kind of superstructure device - Google Patents
A kind of superstructure device Download PDFInfo
- Publication number
- CN105756279B CN105756279B CN201610199004.6A CN201610199004A CN105756279B CN 105756279 B CN105756279 B CN 105756279B CN 201610199004 A CN201610199004 A CN 201610199004A CN 105756279 B CN105756279 B CN 105756279B
- Authority
- CN
- China
- Prior art keywords
- web
- wing bar
- angle
- cavity
- prefabricated panel
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
- E04C2/52—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits
- E04C2/521—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits serving for locating conduits; for ventilating, heating or cooling
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/48—Special adaptations of floors for incorporating ducts, e.g. for heating or ventilating
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
- E04C2/50—Self-supporting slabs specially adapted for making floors ceilings, or roofs, e.g. able to be loaded
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
Floor is arranged in a kind of superstructure device, including prefabricated panel, prefabricated panel top, cavity is set between prefabricated panel and floor, several first webs and several second webs be installed in cavity, the upper end of the first web and the second web is connect with wing bar, wing bar is connected with floor, the lower end of first web and the second web is connect with support plate, and the present invention also has impact resistance high, and fire protecting performance is good, stability is strong, anti-seismic performance is good, and speed of application is fast, be convenient for standardized construction the advantages that.
Description
Technical field
The present invention relates to architectural engineerings, are a kind of superstructure devices.
Background technology
Existing building cover structure is module and cast-in-situ or overlaps again cast-in-place after being laid with prefabricated board, and water, electric line are generally laid with
Between superficial layer and structure sheaf, also there is engineering to be provided in floor slab bottoms.The deficiency of this building cover structure is:Construction is multiple
Miscellaneous, water, electricity, caliduct are covered by concrete, keep repair extremely difficult, meanwhile, also increase building load-bearing.Though having at present
Water, electricity, heating coil are arranged in structure sheaf hereinafter, to solve the problems, such as maintenance difficult, still, water are laid below structure sheaf, electricity, is warmed up
Pipe needs to hang item and fire-proof plate processing, and the service life of fire-proof plate is shorter, needs to be replaced frequently, and is brought greatly to resident family
Inconvenient and safety risks, therefore, non-large-scale promotion uses this structure always.
Invention content
It is an object of the present invention to provide a kind of superstructure devices, it can solve the deficiencies in the prior art.
The present invention to achieve the above object, is achieved through the following technical solutions:A kind of superstructure device, including prefabricated panel,
Floor is arranged in prefabricated panel top, is arranged cavity between prefabricated panel and floor, several first webs of installation and several in cavity
The upper end of second web, the first web and the second web is connect with wing bar, and wing bar is connected with floor, the first web and the second abdomen
The lower end of plate is connect with support plate, and support plate is connect with prefabricated panel, and the first angle α is arranged between the first web and wing bar1,
First angle α1More than 90 °, the second angle α is set between the first web and the second web2, the second angle α2For acute angle, several first
Web is parallel uniformly distributed, and several second webs are parallel uniformly distributed.Cast-in-place laminate is arranged in prefabricated panel upper surface, and steel is laid in cast-in-place laminate
Muscle.Support column is set in cavity, and support column one end is connect with floor, and the other end is connect with prefabricated panel.First web one end and
Second web one end is overlapped mutually merging and is connect with wing bar, and the width L of overlapping is intersected1For the width or second web of the first web
Width.The cross section of wing bar is rectangle.The cross section of wing bar is C-shaped.The cross section of wing bar is groove type.First web one end and
The intersecting lens of second web one end presss from both sides α with wing bar width direction setting third3, third angle α3It is 25 ° -55 °.It is set in the middle part of wing bar
Chamber is emptied, mortar or concrete are filled in cavity.First angle α1It is 110 ° -150 °.
The superstructure device of the present invention uses the structure of Stilt layer, setting water in the cavity between prefabricated board and ground, electricity,
Heating coil makes water, electricity, heating coil not mixed with concrete, is individually located in cavity, is reserved in the one end on ground and safeguard mouth, opens plate
After water, electricity, heating coil can be repaired with extremely convenient, and repair when do not destroy any existing building.The knot of the present invention
Structure support strength is high, and can easily adjust height, the angle of support webs, thickness, length of Stilt layer etc. as needed.This
Invention also has impact resistance high, and fire protecting performance is good, and stability is strong, and anti-seismic performance is good, and speed of application is fast, is applied convenient for standardization
The advantages that work.
Description of the drawings
Attached drawing 1 is schematic structural view of the invention;Attached drawing 2 be in attached drawing 1 A to structural schematic diagram;Attached drawing 3 is bowing for attached drawing 2
Depending on structural schematic diagram;Attached drawing 4 is the structural schematic diagram of one of B-B section views embodiment filling mortar in attached drawing 2;Attached drawing 5 is attached drawing 2
One of middle B-B section views embodiment is not filled with the structural schematic diagram of mortar;Attached drawing 6 is two structures of B-B section views embodiment in attached drawing 2
Schematic diagram;Attached drawing 7 is the structural schematic diagram of two filling mortars of B-B section views embodiment in attached drawing 2;Attached drawing 8 is B-B in attached drawing 2
Three structural schematic diagrams of section view embodiment;Attached drawing 9 is the structural schematic diagram of three filling mortars of B-B section views embodiment in attached drawing 2;
Attached drawing 10 be in attached drawing 1 A to one of constructive embodiment schematic diagram;Attached drawing 11 is 10 overlooking structure diagram of attached drawing;Attached drawing 12 is
Two schematic diagrames of the A to the embodiment of structure in attached drawing 1;Attached drawing 13 is the overlooking structure diagram of attached drawing 12;Attached drawing 14 is attached drawing 1
Three schematic diagrames of the middle A to the embodiment of structure;Attached drawing 15 is the overlooking structure diagram of attached drawing 14.
Specific implementation mode
Attached drawing is compareed, the present invention will be further described.
3 be prefabricated panel in figure, and 3 top of prefabricated panel is arranged floor 8, cavity is arranged between prefabricated panel 3 and floor 8
14, the upper end of several first webs 10 of installation and several second webs 12 in cavity 14, the first web 10 and the second web 12 is equal
It is connect with wing bar 11, wing bar 11 is connected with floor 8, and the lower end of the first web 10 and the second web 12 is connect with support plate 9, branch
Fagging 9 is connect with prefabricated panel 3, and the first angle α is arranged between the first web 10 and wing bar 111, the first angle α1More than 90 °, the
Second angle α is set between one web 10 and the second web 122, the second angle α2For acute angle, several first webs 10 are parallel uniformly distributed,
Several second webs 12 are parallel uniformly distributed.Structure of the present invention thoroughly avoids deficiency in the prior art, makes floor system
Cavity has been provided, various pipelines can be very easily laid in cavity, and provide extremely just for the repair of each pipeline
Just operation does not destroy any structure on floor in repair.The web is to tilt to divide relative to wing bar and support plate
Cloth.After cavity in present invention wing bar, web and supporting plate structure support building cover structure, there is fabulous overall stability,
Also there is fabulous local stability simultaneously.Bearing capacity is uniform, than select the support strength for having H profile steel or i shaped steel have compared with
Big to improve, Torsion bearing capacity improves 40%-60%, shear-carrying capacity improves 20%-30%, and anti-bending bearing capacity improves 40%-60%.And have
There is the features such as easy for construction simple, speed of application is fast.The structure of the present invention for stating wing bar, web and support plate is whole knot
Structure when construction, is mounted directly.The support plate 9 may be mounted in prefabricated panel 3, may be mounted at prefabricated panel 3
Outside.
In order to increase the intensity of superstructure bottom plate, the further scheme provided is the present invention:3 upper surface of prefabricated panel is set
Cast-in-place laminate 4 is set, reinforcing bar 5 is laid in cast-in-place laminate 4.
The support of present invention cavity layer in order to further increase can be arranged support column 6 in the cavity 14,6 one end of support column with
Floor 8 connects, and the other end is connect with prefabricated panel 3.
Further preferred scheme provided by the invention is:Merging is overlapped mutually in first web, 10 one end and 12 one end of the second web
It is connect with wing bar 11, intersects the width L of overlapping1For the width of the first web 10 or the width of the second web 12.It is of the present invention
Wing bar, web and support plate 9 structure can there are many embodiment, such as structure shown in Figure 10, Figure 12, Figure 14, on
It is low with manufacturing cost to state preferred embodiment, total bearing capacity is high, the uniform advantage of local load-bearing.
The cross section of wing bar 11 of the present invention can be rectangle, and the cross section of wing bar 11 can also be C-shaped, Huo Zheyi
The cross section of bar 11 is groove type.It is above-mentioned variously-shaped in the case where meeting load-bearing requirements, can preferably it connect with each web
It connects, and easy to process.
Preferred embodiments of the present invention further include:The intersecting lens of 12 one end of 10 one end of the first web and the second web and wing bar 11
Width direction is arranged third and presss from both sides α3, third angle α3It is 25 ° -55 °.First angle α1It is 110 ° -150 °, the selection of this angle
Range can be further ensured that its bearing capacity, and bearing capacity is made further to be uniformly distributed, and further increase its stability.The present invention
Cavity is arranged in 11 middle part of the wing bar, fills mortar or concrete in cavity, it can improve the intensity of wing bar.
Claims (6)
1. a kind of superstructure device, it is characterised in that:Including prefabricated panel(3), prefabricated panel(3)Floor is arranged in top(8), prefabricated
Bottom plate(3)With floor(8)Between cavity is set(14), cavity(14)Interior several first webs of installation(10)With several second webs
(12), the first web(10)With the second web(12)Upper end and wing bar(11)Connection, wing bar(11)With floor(8)It is connected,
First web(10)With the second web(12)Lower end and support plate(9)Connection, support plate(9)With prefabricated panel(3)Connection,
First web(10)With wing bar(11)Between the first angle α is set1, the first angle α1It is 110 ° -150 °, the first web(10)With
Two webs(12)Between the second angle α is set2, the second angle α2For acute angle, several first webs(10)It is parallel uniformly distributed, several second
Web(12)It is parallel uniformly distributed, the first web(10)One end and the second web(12)Overlap mutually merging and wing bar in one end(11)Connection,
Intersect the width L of overlapping1For the first web(10)Width or the second web(12)Width, prefabricated panel(3)Upper surface is set
Set cast-in-place laminate(4), cast-in-place laminate(4)Interior laying reinforcing bar(5), the first web(10)One end and the second web(12)The phase of one end
Intersection and wing bar(11)Third angle α is arranged in width direction3, third angle α3It is 25 ° -55 °.
2. a kind of superstructure device according to claim 1, it is characterised in that:Cavity(14)Interior setting support column(6), support
Column(6)One end and floor(8)Connection, the other end and prefabricated panel(3)Connection.
3. a kind of superstructure device according to claim 1, it is characterised in that:Wing bar(11)Cross section be rectangle.
4. a kind of superstructure device according to claim 1, it is characterised in that:Wing bar(11)Cross section be C-shaped.
5. a kind of superstructure device according to claim 1, it is characterised in that:Wing bar(11)Cross section be groove type.
6. a kind of superstructure device according to claim 1, it is characterised in that:Wing bar(11)Cavity is arranged in middle part, in cavity
Fill mortar or concrete.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2015208527304 | 2015-10-30 | ||
CN201520852730 | 2015-10-30 |
Publications (2)
Publication Number | Publication Date |
---|---|
CN105756279A CN105756279A (en) | 2016-07-13 |
CN105756279B true CN105756279B (en) | 2018-09-14 |
Family
ID=56346019
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201610199004.6A Active CN105756279B (en) | 2015-10-30 | 2016-04-01 | A kind of superstructure device |
CN201620265449.5U Active CN205476064U (en) | 2015-10-30 | 2016-04-01 | Superstructure device |
Family Applications After (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201620265449.5U Active CN205476064U (en) | 2015-10-30 | 2016-04-01 | Superstructure device |
Country Status (1)
Country | Link |
---|---|
CN (2) | CN105756279B (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105756279B (en) * | 2015-10-30 | 2018-09-14 | 张波 | A kind of superstructure device |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2035435A (en) * | 1978-11-28 | 1980-06-18 | Feist Artus | Improvements in and relating to floor panels |
JPH0978764A (en) * | 1995-09-18 | 1997-03-25 | Fujita Corp | Built-up reinforcement truss and manufacture thereof |
CN2526383Y (en) * | 2002-04-30 | 2002-12-18 | 邱则有 | 3-D force bearing form for reinforcing bar concrete |
CN1789585A (en) * | 2003-03-04 | 2006-06-21 | 邱则有 | Cast-in-situ reinforced concrete hollow building cover |
CN204174814U (en) * | 2014-10-14 | 2015-02-25 | 云南汇丰建设投资集团有限公司 | A kind of integral module steel structure multi-story surface layer structure for local-style dwelling houses |
CN205476064U (en) * | 2015-10-30 | 2016-08-17 | 张波 | Superstructure device |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN202866084U (en) * | 2012-10-19 | 2013-04-10 | 山东万斯达建筑科技有限公司 | Concrete composite floor slab with truss provided with floor support |
-
2016
- 2016-04-01 CN CN201610199004.6A patent/CN105756279B/en active Active
- 2016-04-01 CN CN201620265449.5U patent/CN205476064U/en active Active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2035435A (en) * | 1978-11-28 | 1980-06-18 | Feist Artus | Improvements in and relating to floor panels |
JPH0978764A (en) * | 1995-09-18 | 1997-03-25 | Fujita Corp | Built-up reinforcement truss and manufacture thereof |
CN2526383Y (en) * | 2002-04-30 | 2002-12-18 | 邱则有 | 3-D force bearing form for reinforcing bar concrete |
CN1789585A (en) * | 2003-03-04 | 2006-06-21 | 邱则有 | Cast-in-situ reinforced concrete hollow building cover |
CN204174814U (en) * | 2014-10-14 | 2015-02-25 | 云南汇丰建设投资集团有限公司 | A kind of integral module steel structure multi-story surface layer structure for local-style dwelling houses |
CN205476064U (en) * | 2015-10-30 | 2016-08-17 | 张波 | Superstructure device |
Also Published As
Publication number | Publication date |
---|---|
CN205476064U (en) | 2016-08-17 |
CN105756279A (en) | 2016-07-13 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103469973B (en) | A kind of flat seam type, detachable deformation joint of roof and building method thereof | |
CN211499373U (en) | High-performance autoclaved aerated concrete floor panel or roof panel for prefabricated building | |
CN108343257B (en) | Construction method for additionally installing elevator in existing multi-storey house | |
CN213868496U (en) | Bidirectional laminated plate prestress close-splicing structure | |
CN108277887A (en) | Assembled built-in heat insulation layer concrete composite wall-light steel frame connecting node | |
CN106760036B (en) | A kind of prefabricated steel-combined concrete shear wall | |
CN105089182B (en) | A kind of concrete partition system and its construction method for steel construction | |
CN206070796U (en) | A kind of vertical attachment means of prefabricated assembled shear wall slab | |
CN215166634U (en) | Assembly type building wallboard connecting structure | |
CN110644662A (en) | Prefabricated flat slab composite slab based on stress and splitting method thereof | |
CN105756279B (en) | A kind of superstructure device | |
CN206737183U (en) | The outer page board fabricated shear wall of lightweight | |
CN113833162A (en) | Novel shear wall structure system with high prefabrication rate and low cost and construction method | |
CN206737200U (en) | A kind of assembled arthitecutral structure system | |
CN106760059A (en) | A kind of assembled arthitecutral structure system | |
CN104878863B (en) | Construction method of light composite floor | |
CN204804129U (en) | Prefabricated concrete floor entirely for building | |
CN207469550U (en) | A kind of across wall balcony slab of assembled | |
CN207122021U (en) | Assembled bolt connection concrete-filled steel tube shear wall | |
CN206110422U (en) | Prefabricated sound insulation floor that keeps warm of lattice formula | |
CN215926040U (en) | Assembled plate type foundation adopting post-cast strip mode | |
CN211229117U (en) | Assembled composite floor and node structure | |
CN209779873U (en) | assembly type building structure taking round steel pipe-like constrained combined structure as core | |
CN208884728U (en) | Steel-concrete combines precast beam and prefabricated post connection structure | |
CN206245606U (en) | A kind of EPS composite heat-insulation roofs |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant |