CN107130707A - A kind of new sloping core of equal thickness - Google Patents
A kind of new sloping core of equal thickness Download PDFInfo
- Publication number
- CN107130707A CN107130707A CN201710254357.6A CN201710254357A CN107130707A CN 107130707 A CN107130707 A CN 107130707A CN 201710254357 A CN201710254357 A CN 201710254357A CN 107130707 A CN107130707 A CN 107130707A
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- CN
- China
- Prior art keywords
- steel keel
- shaped steel
- sloping core
- vertical shaped
- horizontal section
- 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.)
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Classifications
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The present invention relates to a kind of new sloping core of equal thickness, including vertical shaped steel keel, horizontal section steel keel, microlith armoured concrete slab, reinforced concrete structural column, reinforced concrete waist rail.By sloping core angle of inclination, vertical shaped steel keel are set, two ends be connected to above and below on floor structure beam；Horizontal section steel keel two ends are connected to vertical shaped steel keel or one end is connected to vertical shaped steel keel one end and is connected on structural column；Microlith armoured concrete slab is set to be supported on vertical shaped steel keel and horizontal section steel keel, sloping core building materials are built by laying bricks or stones on microlith armoured concrete slab, and the thickness of building by laying bricks or stones of sloping core keeps constant from top to bottom；Reinforced concrete structural column and waist rail is set to increase the globality of sloping core.
Description
Technical field
The present invention relates to field of civil engineering, in particular it relates to a kind of new sloping core of equal thickness.
Background technology
With architectural image variation, elevation of building is tilted increasingly common.To reach outside architectural effect, building block or stone material
Wall is tilting the application of elevation of building widely.Often there is wall segment thickness greatly in traditional building block or stone material sloping core, matter
Amount is big, space-consuming, waste of material situations such as, be unfavorable for the realization of structure design and building using function.
The content of the invention
（1）The technical problem of solution：
Traditional sloping core way is reaches gradient requirement, and bottom building wall thickness is big, and it is small that upper wall body builds thickness by laying bricks or stones, by by
Decrescence small thickness of wall body realizes gradient.Such sloping core way, on the one hand increase house gross mass, is unfavorable for structure and sets
Meter, while thicker bottom wall occupies space, influences the use functional requirement of building.It is especially larger in sloping core slope
When, traditional sloping core way is more obvious using the adverse effect of function to structure design and building.
（2）Technical scheme
The present invention can adopt the following technical scheme that to solve the above problems：
A kind of new sloping core of equal thickness, including vertical shaped steel keel, horizontal section steel keel, microlith armoured concrete slab, reinforcing bar are mixed
Solidifying soil constructional column, reinforced concrete waist rail.
Set vertical shaped steel keel as main stress component by sloping core angle of inclination, vertical shaped steel keel two ends are connected to
Downstairs on sandwich beam；Horizontal section steel keel are as secondary primary structure member, and two ends are connected on vertical shaped steel keel or one end connection
It is connected in vertical shaped steel keel one end on structural column.Vertical shaped steel keel, horizontal section steel keel, structural beams, structural column are common
Form the support frame of sloping core.
Microlith armoured concrete slab is set to be supported on vertical shaped steel keel and horizontal section steel keel, by sloping core building materials
Build by laying bricks or stones from bottom to top on microlith armoured concrete slab.The thickness of building by laying bricks or stones of sloping core keeps constant from top to bottom.
Further, build vertical interval setting reinforced concrete structural column in thickness by laying bricks or stones in sloping core, be horizontally spaced about steel
Reinforced concrete waist rail, to increase the globality of sloping core of the present invention.
Further, the connected mode of vertical shaped steel keel and floor structure beam up and down is connected by screw bolts, welded, just
The mode such as connect, be hinged.
Further, the connected mode of horizontal section steel keel and vertical shaped steel keel or structural column is connected using bolt
Connect, weld, rigid connection, the mode such as being hinged.
（3）Beneficial effect
Sloping core building method of the present invention, on the premise of sloping core slope is ensured, sloping core thickness keeps constant from top to bottom,
Solve the problem of bottom building wall thickness is greatly in traditional sloping core way and then influence structure design and building are using function.
Brief description of the drawings
Fig. 1 is sloping core profile of the present invention；
Fig. 2 is Shaped Steel spine support skeleton elevation of the embodiment of the present invention；
Fig. 3 is vertical shaped steel keel and structure beam connecting node schematic diagram in the embodiment of the present invention；
Fig. 4 is horizontal type steel joist and vertical shaped steel keel joints point schematic diagram in the embodiment of the present invention.
In each accompanying drawing：1 vertical shaped steel keel；2 horizontal section steel keel；3 structural beams；4 microlith armoured concrete slabs；5
Reinforced concrete waist rail；6 reinforced concrete structural columns；7 sloping core building materials；8 structural columns；9 bolts.
Embodiment
By taking certain museum engineering as an example, sloping core building method of the present invention is illustrated.
5 layers on the ground of the museum engineering, floor height 4m, post is away from 6m~7.2m, total height of structure 20m.External wall is oblique
Wall, 5.0 ° of sloping core angle of inclination.
Vertical shaped steel keel are set, and section uses H160x88x6x9.9, and spacing is not more than 2m, in post away from interior decile；Set
Horizontal section steel keel, section uses C120X80X5X5, and spacing is not more than 1m, the decile in floor height.
60mm thickness C30 dry microlith armoured concrete slabs are set to be supported on vertical shaped steel keel and horizontal section steel keel
On, microlith armoured concrete slab arrangement of reinforcement uses the@200X200 bar-mat reinforcements of 8.
Vertically arranged reinforced concrete structural column, section is 150mmx250mm, and level interval is not more than 3m, in post away from interior
Decile, constructional column indulges the@200 of muscle 4 12, stirrup 6.Horizontally disposed reinforced concrete waist rail, section is 150mmx120mm, vertically
Spacing is not more than 2m, the decile in floor height, and waist rail indulges the@200 of muscle 4 12, stirrup 6.
The connected mode of vertical shaped steel keel and floor structure beam up and down is connected by screw bolts；Horizontal section steel keel with it is vertical
The connected mode of shaped steel keel or structural column is connected by screw bolts.
Claims (5)
1. a kind of new sloping core of equal thickness, including vertical shaped steel keel, horizontal section steel keel, microlith armoured concrete slab, reinforcing bar
Concrete-constituted pile, reinforced concrete waist rail, it is characterised in that：
Set vertical shaped steel keel as main stress component by sloping core angle of inclination, vertical shaped steel keel two ends are connected to downstairs
On sandwich beam；Horizontal section steel keel as secondary primary structure member, two ends are connected on vertical shaped steel keel or one end be connected to it is perpendicular
It is connected to shaped steel keel one end on structural column；Vertical shaped steel keel, horizontal section steel keel, structural beams, structural column are collectively forming
The support frame of sloping core；
Microlith armoured concrete slab is set to be supported on vertical shaped steel keel and horizontal section steel keel, by sloping core building materials under
And on build by laying bricks or stones on microlith armoured concrete slab；The thickness of building by laying bricks or stones of sloping core keeps constant from top to bottom.
2. a kind of new sloping core of equal thickness as claimed in claim 1, it is characterised in that：Build by laying bricks or stones in thickness and be vertically spaced in sloping core
Reinforced concrete structural column is set, reinforced concrete waist rail is horizontally spaced about.
3. a kind of new sloping core of equal thickness as described in claim 1-2, it is characterised in that：Vertical shaped steel keel and floor up and down
The connected mode of structural beams is connected by screw bolts, welded, rigid connection, the mode such as be hinged.
4. a kind of new sloping core of equal thickness as described in claim 1-3, it is characterised in that：Horizontal section steel keel and vertical shaped steel
The connected mode of keel or structural column is connected by screw bolts, welded, rigid connection, the mode such as be hinged.
5. a kind of new sloping core of equal thickness as claimed in claim 1, it is characterised in that：Vertical shaped steel keel and floor knot up and down
The connected mode of structure beam is connected by screw bolts；The connected mode of horizontal section steel keel and vertical shaped steel keel or structural column is adopted
It is connected with.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710254357.6A CN107130707A (en) | 2017-04-18 | 2017-04-18 | A kind of new sloping core of equal thickness |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710254357.6A CN107130707A (en) | 2017-04-18 | 2017-04-18 | A kind of new sloping core of equal thickness |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107130707A true CN107130707A (en) | 2017-09-05 |
Family
ID=59716395
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710254357.6A Pending CN107130707A (en) | 2017-04-18 | 2017-04-18 | A kind of new sloping core of equal thickness |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107130707A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113530267A (en) * | 2021-08-13 | 2021-10-22 | 上海宝冶集团有限公司 | Masonry method suitable for inclined wall |
Citations (8)
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|---|---|---|---|---|
| CN101748831A (en) * | 2009-12-21 | 2010-06-23 | 吉林省佳和钢结构安装有限公司 | Prefabricated reinforced concrete energy-saving outer-wall hanging plate as well as production technique and equipment thereof |
| CN201794353U (en) * | 2010-09-17 | 2011-04-13 | 浙江大学 | Masonry structure capable of enhancing anti-collapse capacity and integrity under strong shock |
| JP2012001984A (en) * | 2010-06-17 | 2012-01-05 | Bridgestone Corp | Panel fixing member for unit type room and unit type room |
| CN203361404U (en) * | 2013-05-31 | 2013-12-25 | 上海宝冶集团有限公司 | Wall body structure inclined vertically |
| CN203452373U (en) * | 2013-08-09 | 2014-02-26 | 中建四局第六建筑工程有限公司 | Ultrathin steel truss inclined wall formwork structure |
| CN103669651A (en) * | 2013-12-26 | 2014-03-26 | 北京工业大学 | Infilled wall with build-in cross steel bars and manufacturing method of infilled wall |
| CN204356935U (en) * | 2014-12-16 | 2015-05-27 | 苏州工业园区设计研究院股份有限公司 | Tiltedly to build a wall structure |
| CN106223516A (en) * | 2016-09-08 | 2016-12-14 | 北京城建深港建筑装饰工程有限公司 | ALC steam-pressing aero-concrete batten tilts curtain wall structure and construction method |
-
2017
- 2017-04-18 CN CN201710254357.6A patent/CN107130707A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101748831A (en) * | 2009-12-21 | 2010-06-23 | 吉林省佳和钢结构安装有限公司 | Prefabricated reinforced concrete energy-saving outer-wall hanging plate as well as production technique and equipment thereof |
| JP2012001984A (en) * | 2010-06-17 | 2012-01-05 | Bridgestone Corp | Panel fixing member for unit type room and unit type room |
| CN201794353U (en) * | 2010-09-17 | 2011-04-13 | 浙江大学 | Masonry structure capable of enhancing anti-collapse capacity and integrity under strong shock |
| CN203361404U (en) * | 2013-05-31 | 2013-12-25 | 上海宝冶集团有限公司 | Wall body structure inclined vertically |
| CN203452373U (en) * | 2013-08-09 | 2014-02-26 | 中建四局第六建筑工程有限公司 | Ultrathin steel truss inclined wall formwork structure |
| CN103669651A (en) * | 2013-12-26 | 2014-03-26 | 北京工业大学 | Infilled wall with build-in cross steel bars and manufacturing method of infilled wall |
| CN204356935U (en) * | 2014-12-16 | 2015-05-27 | 苏州工业园区设计研究院股份有限公司 | Tiltedly to build a wall structure |
| CN106223516A (en) * | 2016-09-08 | 2016-12-14 | 北京城建深港建筑装饰工程有限公司 | ALC steam-pressing aero-concrete batten tilts curtain wall structure and construction method |
Non-Patent Citations (1)
| Title |
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| 郑文新等: "《建筑施工组织与设计》", 30 November 2007 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113530267A (en) * | 2021-08-13 | 2021-10-22 | 上海宝冶集团有限公司 | Masonry method suitable for inclined wall |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170905 |