CN104790582A - Box-type structure roof - Google Patents
Box-type structure roof Download PDFInfo
- Publication number
- CN104790582A CN104790582A CN201510225683.5A CN201510225683A CN104790582A CN 104790582 A CN104790582 A CN 104790582A CN 201510225683 A CN201510225683 A CN 201510225683A CN 104790582 A CN104790582 A CN 104790582A
- Authority
- CN
- China
- Prior art keywords
- wallboard
- box
- top board
- base plate
- prefabricated units
- 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.)
- Pending
Links
Abstract
The invention discloses a box-type structure roof. A stable hexahedron box-type structure is formed by connecting a bottom board, wall boards with a top board, wherein the bottom board is formed by connecting a plurality of precast slabs through bolts for fixation, the top board is formed by connecting a plurality of precast slabs through bolts for fixation, the number of the wall boards is multiple, vertical ribs are arranged at the two ends in the transverse direction of each wall board, the vertical ribs and the wall boards are of a connecting whole by precast forming together, the connecting of every two adjacent wall boards for fixation is performed by the fixation of the vertical ribs through bolts after the end faces of the two adjacent wall boards abut against the vertical ribs of the two adjacent wall boards, and the upper end and the lower end of each wall board are connected with the top board and the bottom board for fixation through bolts respectively. The box-type structure roof is simple in structure, low in construction cost, high in structure strength, good in stability, easy to assemble, large in speed, free of pollution, capable of achieving the vertically downward force transfer of the wall boards, good in mechanical property, high in anti-seismic and anti-natural disaster capacities, meanwhile, classic and beautiful in shape, and high in life utilization ratio.
Description
Technical field
The invention belongs to technical field of fixed buildings, be specifically related to a kind of box-structure roof, be applied to the building roof of various classical villa especially.
Background technology
Existing building construction especially villa, a lot of roof all adopts herringbone point roof structure, the roof slope of this sharp roof structure has a huge power obliquely downward, this huge power is obliquely downward broken down into gravity and power horizontally outward, for overcoming this power horizontally outward, need crossbeam to be installed to realize balancing at sharp under-roof; Due to building unit super-big and overweight, therefore the crossbeam of large-size high-strength must be adopted, nonetheless, point roof structure is still stressed reasonable not, complex structure, intensity difference, particularly the natural calamity ability such as antidetonation, anti-hurricane, mud-rock flow is weak, and manufacture difficulty is large, cost is high, and utilization rate is low.
Summary of the invention
Technical problem to be solved by this invention is: solve above-mentioned prior art Problems existing, and provide a kind of box-structure roof, structure is simple, intensity is high, easily, speed is fast, pollution-free in assembling, wallboard is power transmission straight down, mechanical property is good, reliable and stable, and handsome in appearance, cost is low, and utilization rate is high.
The technical solution used in the present invention is:
A kind of box-structure roof, stable hexahedron box-structure is connected to form by base plate, wallboard and top board, described base plate is bolted by polylith precast plate and fixedly forms, described top board is bolted by polylith precast plate and fixedly forms, described wallboard is polylith, the transverse ends of every block wallboard all has perpendicular rib, perpendicular rib with wallboard be together with prefabricated profiled connecting overall, after being connected and fixed of adjacent two wallboards is close to by adjacent two wallboard end faces and perpendicular rib thereof, bolt connects perpendicular rib and is fixed; The top and bottom of described wallboard are connected and fixed respectively by bolt and top board and base plate.
In technique scheme, described wallboard adopts prefabricated profiled sloping core face, panel cross section triangular in shape or trapezoidal or its combine, meet roof exterior trim modeling requirement, not only profile classics are attractive in appearance, and meet the stability requirement of the vertical power transmission of wallboard.
In technique scheme, described wallboard and base plate adopt bolt screw mandrel and PK box to be connected and fixed, and described top board and wallboard adopt bolt screw mandrel and grout hole to be connected and fixed.
In technique scheme, wallboard prefabricated units, between base plate prefabricated units and top board prefabricated units, shearing resistance shear connector is set.
In technique scheme, in the connected node of described wallboard prefabricated units, base plate prefabricated units and top board prefabricated units, hidden and non-hidden hardware all adopts Materials with High Strength to make, and meets force request.
As everyone knows; body structure is most stable structure; because analyze from the viewpoint of mechanics; its all gravity all can be passed to ground straight down, there is not horizontal, oblique component, does not have laterally and oblique shearing force for building unit; make building unit protected beyond doubt; not damaged, long service life, reliable and stable.In addition box-structure roof of the present invention adopts prefabricated units total prefabricated construction, the compressive strength of prefabricated units self and rigidity are all stronger, therefore in antidetonation, against natural disaster, external force can be decomposed at Nodes, and exist with basic pulling force, pressure, shearing form.Structural strength of the present invention is high, and mechanical property is good, and relative to the sharp roof structure of prior art, structure is simple, easily, intensity is high, good stability in assembling, cost is low, long service life, antiseismic, against natural disaster ability is strong, technological performance, the classical elegance attractive in appearance of moulding, real life utilization rate is high.
Accompanying drawing explanation
Fig. 1 is overall structure schematic diagram of the present invention;
Fig. 2 is STRUCTURE DECOMPOSITION figure of the present invention.
Accompanying drawing mark illustrates:
1-top board, 2-wallboard, 3-base plate, 4-window, 5-bolt, 6-PK box, 7-erects rib, 8-shearing resistance shear connector, 9-stairs port.
Detailed description of the invention
See Fig. 1, Fig. 2, box-structure roof of the present invention, stable hexahedron box-structure is connected to form by base plate, wallboard and top board, described base plate is bolted by polylith precast plate and fixedly forms, described top board is bolted by polylith precast plate and fixedly forms, described wallboard is polylith, the transverse ends of every block wallboard all has perpendicular rib, perpendicular rib with wallboard be together with prefabricated profiled connecting overall, after being connected and fixed of adjacent two wallboards is close to by adjacent two wallboard end faces and perpendicular rib thereof, bolt connects perpendicular rib and is fixed; The top and bottom of described wallboard are connected and fixed respectively by bolt and top board and base plate.
Above-mentioned wallboard adopts prefabricated profiled sloping core face, panel cross section triangular in shape or trapezoidal or its combine, meet roof exterior trim modeling requirement, not only profile classics are attractive in appearance, and meet the stability requirement of the vertical power transmission of wallboard.
Above-mentioned wallboard and base plate adopt bolt screw mandrel and PK box to be connected and fixed, and described top board and wallboard adopt bolt screw mandrel and grout hole to be connected and fixed.
Above-mentioned wallboard prefabricated units, between base plate prefabricated units and top board prefabricated units, shearing resistance shear connector is set.
In the connected node of above-mentioned wallboard prefabricated units, base plate prefabricated units and top board prefabricated units, hidden and non-hidden hardware all adopts Materials with High Strength to make, and meets force request.
Claims (5)
1. a box-structure roof, it is characterized in that, stable hexahedron box-structure is connected to form by base plate, wallboard and top board, described base plate is bolted by polylith precast plate and fixedly forms, described top board is bolted by polylith precast plate and fixedly forms, described wallboard is polylith, the transverse ends of every block wallboard all has perpendicular rib, perpendicular rib with wallboard be together with prefabricated profiled connecting overall, after being connected and fixed of adjacent two wallboards is close to by adjacent two wallboard end faces and perpendicular rib thereof, bolt connects perpendicular rib and is fixed; The top and bottom of described wallboard are connected and fixed respectively by bolt and top board and base plate.
2. box-structure roof according to claim 1, is characterized in that, described wallboard adopts prefabricated profiled sloping core face, panel cross section triangular in shape or trapezoidal or its combine.
3. box-structure roof according to claim 1, is characterized in that, described wallboard and base plate adopt bolt screw mandrel and PK box to be connected and fixed, and described top board and wallboard adopt bolt screw mandrel and grout hole to be connected and fixed.
4. box-structure roof according to claim 1, is characterized in that, wallboard prefabricated units, arranges shearing resistance shear connector between base plate prefabricated units and top board prefabricated units.
5. box-structure roof according to claim 1, is characterized in that, in the connected node of described wallboard prefabricated units, base plate prefabricated units and top board prefabricated units, hidden and non-hidden hardware all adopts Materials with High Strength to make.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510225683.5A CN104790582A (en) | 2015-05-06 | 2015-05-06 | Box-type structure roof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510225683.5A CN104790582A (en) | 2015-05-06 | 2015-05-06 | Box-type structure roof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104790582A true CN104790582A (en) | 2015-07-22 |
Family
ID=53555729
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510225683.5A Pending CN104790582A (en) | 2015-05-06 | 2015-05-06 | Box-type structure roof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104790582A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114263279A (en) * | 2021-12-28 | 2022-04-01 | 贺州通号装配式建筑有限公司 | Box type building and production and installation method thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN85103158A (en) * | 1985-04-24 | 1986-10-22 | 安德烈·奥布里 | Unit prefabricated building unit |
| JPH11247304A (en) * | 1998-03-03 | 1999-09-14 | Shimizu Corp | Joint structure of rc construction |
| JP2007107202A (en) * | 2005-10-12 | 2007-04-26 | Kcon Kk | Precast concrete box type garage structure |
| CN101994346A (en) * | 2009-08-31 | 2011-03-30 | 张剑 | Building structure assembled by concrete dense rib plate box body units |
| CN102561513A (en) * | 2012-02-02 | 2012-07-11 | 赵冰洋 | Unit cabin type building system |
| CN203947675U (en) * | 2014-07-17 | 2014-11-19 | 长沙远大住宅工业集团有限公司 | Precast wall panel with shearing keyway |
| CN205024918U (en) * | 2015-05-06 | 2016-02-10 | 长沙远大住宅工业集团有限公司 | Box structure roof |
-
2015
- 2015-05-06 CN CN201510225683.5A patent/CN104790582A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN85103158A (en) * | 1985-04-24 | 1986-10-22 | 安德烈·奥布里 | Unit prefabricated building unit |
| JPH11247304A (en) * | 1998-03-03 | 1999-09-14 | Shimizu Corp | Joint structure of rc construction |
| JP2007107202A (en) * | 2005-10-12 | 2007-04-26 | Kcon Kk | Precast concrete box type garage structure |
| CN101994346A (en) * | 2009-08-31 | 2011-03-30 | 张剑 | Building structure assembled by concrete dense rib plate box body units |
| CN102561513A (en) * | 2012-02-02 | 2012-07-11 | 赵冰洋 | Unit cabin type building system |
| CN203947675U (en) * | 2014-07-17 | 2014-11-19 | 长沙远大住宅工业集团有限公司 | Precast wall panel with shearing keyway |
| CN205024918U (en) * | 2015-05-06 | 2016-02-10 | 长沙远大住宅工业集团有限公司 | Box structure roof |
Non-Patent Citations (1)
| Title |
|---|
| 美国预应力混凝土学会编，陈占详译: "《预制混凝土墙板》", 30 June 1979 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114263279A (en) * | 2021-12-28 | 2022-04-01 | 贺州通号装配式建筑有限公司 | Box type building and production and installation method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103541427B (en) | Box structure building system and method | |
| CN205502389U (en) | H shaped steel concrete beam based on channel -section steel and pull rod restraint | |
| CN202866120U (en) | Novel assembly wallboard | |
| CN104674989A (en) | Light steel engaged composite insulation lightweight wall assembly type combined shear wall and fabrication method | |
| CN206418663U (en) | A kind of prefabricated combined wall board of novel fabricated H types | |
| CN202148596U (en) | Wood building structure concatenated with dovetail joint deformed by squeezing and expanding | |
| CN204551821U (en) | Light steel occlusal pattern complex heat-preservation light wall assembling compound shear wall | |
| CN203320797U (en) | Self-insulation anti-seismic wallboard | |
| CN104790582A (en) | Box-type structure roof | |
| CN205024918U (en) | Box structure roof | |
| CN209941890U (en) | Connecting structure between prefabricated beam and prefabricated node in assembly type dry construction | |
| CN205063101U (en) | Three -dimensional net form wooden frame loam wall | |
| CN204676732U (en) | Concrete hollow or sandwiched plate lightweight steel construction assembling body of wall | |
| CN202370152U (en) | Non-run-through hollow brick for resisting earthquake by shear check block | |
| CN203546904U (en) | Box structure building system | |
| CN205035915U (en) | Integrated house of house beam column section bar connection structure and sleeper | |
| CN201047126Y (en) | Prefabricated building module component | |
| CN203640053U (en) | Connecting structure for wallboard, floor slab and beam | |
| CN204475653U (en) | A kind of compoboard for building | |
| CN203603305U (en) | Indoor assembling wall | |
| CN218148914U (en) | Profile steel support filled with wood | |
| CN203270888U (en) | Supporting device for concreted floor plate | |
| CN203200957U (en) | Anti-seismic self-insulation wall | |
| CN203947592U (en) | A kind of reinforced steel structural connection | |
| CN206418634U (en) | One kind building integral wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| EXSB | Decision made by sipo to initiate substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20170217 Address after: 410013 Hunan province Changsha high-tech development zone of Mountain Pine Road and East Road intersection red Applicant after: HUNAN YUANDA ENGINEERING DESIGN CO., LTD. Address before: 410013 Changsha high tech Development Zone, Yuelu, Hunan Avenue, Changsha Yuanda Industrial Group Co., Ltd. Applicant before: CHANGSHA BROAD HOMES INDUSTRIAL INTERNATIONAL CO., LTD. |
|
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20150722 |