CN105756279A - Floor system device - Google Patents
Floor system device Download PDFInfo
- Publication number
- CN105756279A CN105756279A CN201610199004.6A CN201610199004A CN105756279A CN 105756279 A CN105756279 A CN 105756279A CN 201610199004 A CN201610199004 A CN 201610199004A CN 105756279 A CN105756279 A CN 105756279A
- Authority
- CN
- China
- Prior art keywords
- web
- wing bar
- angle
- cavity
- floor
- 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.)
- Granted
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Classifications
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- 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
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- 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
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- 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
A floor system device comprises a prefabricated bottom plate.A floor is arranged on the upper portion of the prefabricated bottom plate.A cavity is arranged between the prefabricated bottom plate and the floor.A plurality of first web plates and a plurality of second web plates are mounted in the cavity.The upper ends of the first web plates and the upper ends of the second web plates are all connected with a wing rod.The wing rod is connected with the floor.The lower ends of the first web plates and the lower ends of the second web plate are all connected with a supporting plate.The floor system device has the advantages of being extremely high in impact resistance, good in fireproof performance, high in stability, good in anti-seismic property and high in construction speed, facilitating standard construction and the like.
Description
Technical field
The present invention relates to architectural engineering, be a kind of superstructure device.
Background technology
Existing building cover structure overlaps cast-in-place again after being module and cast-in-situ or laying precoated plate, water, electric line are generally laid between surface layer and structure sheaf, also have engineering to be provided in floor slab bottoms.The deficiency of this building cover structure is in that: construction complexity, water, electricity, caliduct are covered by concrete, make maintenance extremely difficult, meanwhile, too increase building load-bearing.Though having water, electricity, heating coil to be arranged on below structure sheaf at present, with the problem solving maintenance difficult, but, below structure sheaf, laying water, electricity, heating coil need to hang item and PLASTIC LAMINATED process, and the service life of PLASTIC LAMINATED is shorter, it is necessary to often change, bring inconvenience and safety risks greatly to resident family, therefore, this structure non-large-scale promotion always uses.
Summary of the invention
It is an object of the present invention to provide a kind of superstructure device, it can solve the problem that the deficiencies in the prior art.
The present invention is for achieving the above object, it is achieved through the following technical solutions: a kind of superstructure device, including prefabricated panel, prefabricated panel top arranges floor, arranges cavity between prefabricated panel and floor, several first webs and several second web are installed in cavity, the upper end of the first web and the second web is all connected with wing bar, and wing bar is connected with floor, and the lower end of the first web and the second web is all connected with gripper shoe, gripper shoe is connected with prefabricated panel, arranges the first angle α between the first web and wing bar1, the 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 webs are parallel uniform, and several second webs are parallel uniform.Prefabricated panel upper surface arranges cast-in-place laminate, lays reinforcing bar in cast-in-place laminate.Arranging support column in cavity, support column one end is connected with floor, and the other end is connected with prefabricated panel.First web one end and second web one end are overlapped mutually merging and are connected with wing bar, intersect the width L of overlapping1It it is the width of the width of the first web or the second web.The cross section of wing bar is rectangle.The cross section of wing bar is C shape.The cross section of wing bar is groove type.The intersecting lens of first web one end and second web one end and wing bar width arrange the 3rd folder α3, the 3rd angle α3It it is 25 °-55 °.Cavity is set in the middle part of wing bar, in cavity, fills mortar or concrete.First angle α1It it is 110 °-150 °.
The superstructure device of the present invention have employed the structure of Stilt layer, water, electricity, heating coil are set in the cavity between precoated plate and ground, water, electricity, heating coil is made not to mix with concrete, individually it is positioned at cavity, reserve in the one end on ground and safeguard mouth, extremely convenient water, electricity, heating coil can be keeped in repair after open plate, and do not destroy any existing building when maintenance.The structure support strength of the present invention is high, and can adjust the height of Stilt layer, the angle of support webs, thickness, length etc. as required easily.It is high that the present invention also has resistance to impact, and fire protecting performance is good, and stability is strong, and anti-seismic performance is good, and speed of application is fast, it is simple to the advantages such as standardized construction.
Accompanying drawing explanation
Accompanying drawing 1 is present configuration schematic diagram；Accompanying drawing 2 be in accompanying drawing 1 A to structural representation；Accompanying drawing 3 is the plan structure schematic diagram of accompanying drawing 2；Accompanying drawing 4 is the structural representation that in accompanying drawing 2, one of B-B section view embodiment fills mortar；Accompanying drawing 5 is the structural representation that in accompanying drawing 2, one of B-B section view embodiment is not filled with mortar；Accompanying drawing 6 is two structural representations of B-B section view embodiment in accompanying drawing 2；Accompanying drawing 7 is the structural representation that two of B-B section view embodiment in accompanying drawing 2 fills mortar；Accompanying drawing 8 is three structural representations of B-B section view embodiment in accompanying drawing 2；Accompanying drawing 9 is the structural representation that three of B-B section view embodiment in accompanying drawing 2 fills mortar；Accompanying drawing 10 be in accompanying drawing 1 A to one of constructive embodiment schematic diagram；Accompanying drawing 11 is accompanying drawing 10 plan structure schematic diagram；Accompanying drawing 12 be in accompanying drawing 1 A to two schematic diagrams of the embodiment of structure；Accompanying drawing 13 is the plan structure schematic diagram of accompanying drawing 12；Accompanying drawing 14 be in accompanying drawing 1 A to three schematic diagrams of the embodiment of structure；Accompanying drawing 15 is the plan structure schematic diagram of accompanying drawing 14.
Detailed description of the invention
Comparison accompanying drawing, the present invention will be further described.
In figure, 3 is prefabricated panel, prefabricated panel 3 top arranges floor 8, cavity 14 is set between prefabricated panel 3 and floor 8, several first webs 10 and several second web 12 are installed in cavity 14, the upper end of the first web 10 and the second web 12 is all connected with wing bar 11, and wing bar 11 is connected with floor 8, and the lower end of the first web 10 and the second web 12 is all connected with gripper shoe 9, gripper shoe 9 is connected with prefabricated panel 3, arranges the first angle α between the first web 10 and wing bar 111, the first angle α1More than 90 °, between the first web 10 and the second web 12, second angle α is set2, the second angle α2For acute angle, several first webs 10 are parallel uniform, and several second webs 12 are parallel uniform.Structure of the present invention thoroughly avoids deficiency of the prior art, make floor system that cavity has been set out, various pipeline can be laid in cavity very easily, and the maintenance for each pipeline provides extremely convenient operation, not destroy any structure on floor when maintenance.Described web is tilt distribution relative to wing bar and gripper shoe.After present invention wing bar, web and supporting plate structure support the cavity in building cover structure, there is fabulous stability in the large, also there is fabulous local stability simultaneously.Bearing capacity is uniform, improves a lot than the support strength selecting existing H profile steel or i shaped steel, and Torsion bearing capacity improves 40%-60%, shear-carrying capacity improves 20%-30%, and anti-bending bearing capacity improves 40%-60%.And there is the features such as easy construction is simple, speed of application is fast.The structure stating wing bar, web and gripper shoe of the present invention is overall structure, during construction, directly installs.Described gripper shoe 9 may be mounted in prefabricated panel 3, it is possible to is arranged on the outside of prefabricated panel 3.
The present invention is in order to increase the intensity of superstructure bottom plate, it is provided that further scheme be: prefabricated panel 3 upper surface arranges cast-in-place laminate 4, lays reinforcing bar 5 in cast-in-place laminate 4.
The present invention can arrange support column 6 for the support increasing cavity layer further in cavity 14, and support column 6 one end is connected with floor 8, and the other end is connected with prefabricated panel 3.
Provided by the invention it is preferred that scheme is: first web 10 one end and second web 12 one end are overlapped mutually merging and be connected with wing bar 11, intersect the width L of overlapping1It it is the width of the width of the first web 10 or the second web 12.The structure of wing bar of the present invention, web and gripper shoe 9 can have multiple embodiments, for instance the structure shown in Figure 10, Figure 12, Figure 14, and above-mentioned preferred version has low cost of manufacture, and total bearing capacity is high, the local uniform advantage of 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 shape, or the cross section of wing bar 11 is groove type.Above-mentioned variously-shaped when meeting load-bearing requirements, it is possible to be better connected with each web, and it is prone to processing.
Preferred embodiments of the present invention also include: the intersecting lens of first web 10 one end and second web 12 one end and wing bar 11 width arrange the 3rd folder α3, the 3rd angle α3It it is 25 °-55 °.First angle α1Being 110 °-150 °, the range of choice of this angle can be further ensured that its bearing capacity, and makes bearing capacity be uniformly distributed further, improves its stability further.Arranging cavity in the middle part of wing bar 11 of the present invention, fill mortar or concrete in cavity, it can improve the intensity of wing bar.
Claims (10)
1. a superstructure device, it is characterized in that: include prefabricated panel (3), prefabricated panel (3) top arranges floor (8), cavity (14) is set between prefabricated panel (3) and floor (8), several first webs (10) and several second web (12) are installed in cavity (14), the upper end of the first web (10) and the second web (12) is all connected with wing bar (11), wing bar (11) is connected with floor (8), the lower end of the first web (10) and the second web (12) is all connected with gripper shoe (9), gripper shoe (9) is connected with prefabricated panel (3), between the first web (10) and wing bar (11), the first angle α is set1, the first angle α1More than 90 °, between the first web (10) and the second web (12), the second angle α is set2, the second angle α2For acute angle, several first webs (10) are parallel uniform, and several second webs (12) are parallel uniform.
2. a kind of superstructure device according to claim 1, it is characterised in that: prefabricated panel (3) upper surface arranges cast-in-place laminate (4), lays reinforcing bar (5) in cast-in-place laminate (4).
3. a kind of superstructure device according to claim 2, it is characterised in that: arranging support column (6) in cavity (14), support column (6) one end is connected with floor (8), and the other end is connected with prefabricated panel (3).
4. a kind of superstructure device according to claim 1, it is characterised in that: the first web (10) one end and the second web (12) one end are overlapped mutually merging and are connected with wing bar (11), intersect the width L of overlapping1It it is the width of the width of the first web (10) or the second web (12).
5. a kind of superstructure device according to claim 1, it is characterised in that: the cross section of wing bar (11) is rectangle.
6. a kind of superstructure device according to claim 1, it is characterised in that: the cross section of wing bar (11) is C shape.
7. a kind of superstructure device according to claim 1, it is characterised in that: the cross section of wing bar (11) is groove type.
8. a kind of superstructure device according to claim 1, it is characterised in that: the intersecting lens of the first web (10) one end and the second web (12) one end and wing bar (11) width arrange the 3rd folder α3, the 3rd angle α3It it is 25 °-55 °.
9. a kind of superstructure device according to claim 1, it is characterised in that: wing bar (11) middle part arranges cavity, fills mortar or concrete in cavity.
10. a kind of superstructure device according to claim 1, it is characterised in that: the first angle α1It it is 110 °-150 °.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520852730 | 2015-10-30 | ||
| CN2015208527304 | 2015-10-30 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105756279A true CN105756279A (en) | 2016-07-13 |
| CN105756279B 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 (7)
| 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 |
| 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 |
| 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 |
-
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 (7)
| 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 |
| 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 |
| 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 |
|---|---|
| CN105756279B (en) | 2018-09-14 |
| CN205476064U (en) | 2016-08-17 |
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