CN106149879B - Spelling loading board rod structure - Google Patents
Spelling loading board rod structure Download PDFInfo
- Publication number
- CN106149879B CN106149879B CN201610507596.3A CN201610507596A CN106149879B CN 106149879 B CN106149879 B CN 106149879B CN 201610507596 A CN201610507596 A CN 201610507596A CN 106149879 B CN106149879 B CN 106149879B
- Authority
- CN
- China
- Prior art keywords
- floor
- bolumn cap
- prop
- spelling
- arc
- 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
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
-
- 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
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
Abstract
The invention discloses spelling loading board rod structures, including support column arrangement, support column arrangement includes the bolumn cap between upper prop and lower prop, bolumn cap is sector structure or circular configuration, the arc-shaped lateral wall of bolumn cap extends outward to form the brim of a hat, it further include floor, any one angle indent angle in the arc-shaped of floor, one jiao of floor, which is overlapped on, is combined together the arc-shaped angle of floor and the arc-shaped lateral wall of bolumn cap.Advantages of the present invention has: floor uses precast construction floor, bolumn cap also can also use prefabricated post or cast-in-place column for precast construction, upper prop and lower prop, entire infrastructure is constituted using erection method combination, overlap joint using the arc angle of the arcuate structure feature and floor of bolumn cap and the brim of a hat cooperates, so that stress disperses, eliminate girder construction, it reduces costs, energy quick-assembling composition can be saved greatly and shorten construction period.
Description
Technical field
The present invention relates to technical field of buildings, in particular to spelling loading board rod structure technology.
Background technique
In building constructions, the structures such as building constructions center pillar, beam, floor are constituted, and central sill is connect with column, and tie point is
Bean column node, the processing mode of bean column node are that direct prick sets steel reinforcement cage, then cast-in-place concrete formation bean column node, and floor
It is the cast-in-place formation directly between adjacent beams, the long construction period of this mode, waste of material is big, and the stress of bean column node is easy
It concentrates, is easily broken off.
Summary of the invention
The present invention provides a kind of spelling loading board rod structure, solves the problems in bean column node stress collection, can be with quick-assembling
It is formed, saves the construction time.
Spelling loading board rod structure, including support column arrangement, support column arrangement include the bolumn cap between upper prop and lower prop,
Bolumn cap is sector structure or circular configuration, and it further includes floor that the arc-shaped lateral wall of bolumn cap, which extends outward to form the brim of a hat, floor
Any one angle indent angle in the arc-shaped, one jiao of floor are overlapped on the arc-shaped of the arc-shaped angle and bolumn cap for making floor on the brim of a hat
Lateral wall is combined together.
Design principle of the invention are as follows: the technical program is using bolumn cap structure and floor directly overlapped design principle, benefit
Use the brim of a hat of bolumn cap structure setting as support construction, floor directly rides upon on the brim of a hat, is sector structure or circle using bolumn cap
The particularity of shape structure, so that the brim of a hat is a circular-arc structure, and the overlapped points of floor and the brim of a hat are also arc-shaped angle, so that stress
Dispersion is laid on the periphery of bolumn cap, therefore can achieve the purpose of dispersive stress, meanwhile, the technical program eliminates tradition
Girder construction achievees the purpose that save material.
Preferably, the upper surface of the bolumn cap is provided with bolumn cap upper groove, and the lower end surface of upper prop is provided with upper prop lower convexity,
Upper prop lower convexity is inserted into bolumn cap upper groove；
The lower end surface of the bolumn cap is provided with bolumn cap lower convexity, and the upper surface of lower prop is provided with lower prop upper groove, under bolumn cap
In protrusion insertion lower prop upper groove.
Bolumn cap and upper prop, lower prop are located by connecting using male-female engagement, achieve the purpose that stable support column arrangement.
It preferably, further include the positioning shearing resistance axis for running through bolumn cap, positioning shearing resistance axis one end insertion lower prop, the other end are inserted into
Column.
It preferably, further include the main reinforcement for running through bolumn cap, lower prop is inserted into main reinforcement one end, the other end is inserted into upper prop.
Using positioning shearing resistance axis connect with main reinforcement run through, upper prop, lower prop, reach positioning to neutralize stabilization support column arrangement
Purpose.
Preferably, the bolumn cap is connect by connector with floor.
Preferably, the floor includes the floor side bar around setting in floor one week, is filled out in floor side bar filled with lightweight
Fill body.Since floor of the invention constitutes floor using floor side bar, inside is lightweight obturator, and structural strength is protected
Barrier replaces solid slab or contignation with multi-ribbed plate, reduces depth of structural layer, mitigates construction weight, therefore can be in this structure
Girder construction directly is canceled, achievees the purpose that save material, floor overall weight is mitigated, and can also further reduce column
Stress at cap.
Preferably, the floor further includes waffle beam, and waffle beam connect with floor side bar and is located in lightweight obturator
Portion.
Preferably, the spelling based on spelling loading board rod structure fills floor system, including floor and above-mentioned support column arrangement, building
Four angles of plate are overlapped with four bolumn caps of 4 support column arrangements respectively, are abutted against together between adjacent floor deck.
Spelling based on spelling loading board rod structure fills floor system, is connected between adjacent floor deck using prefabricated securing member
It connects.
Advantages of the present invention has: it is also that precast construction, upper prop and lower prop can also be with that floor, which uses precast construction floor, bolumn cap,
Using prefabricated post or cast-in-place column, entire infrastructure is constituted using erection method combination, utilizes the arcuate structure feature of bolumn cap and the brim of a hat
And the overlap joint cooperation of the arc angle of floor eliminates girder construction, reduces costs so that stress disperses, it can quick-assembling group
At can greatly save and shorten construction period.
It include column, beam, plate in the structure of conventional house frame construction, plate is placed on beam, and beam is connect with column, common beam
The mode of column connection has 2 kinds, the first is that beam directly penetrates through column, is that beam does not penetrate through column for second, but in the intersection of beam column
Casting concrete forms the bean column node of concrete, and then plate is placed on beam or directly directly pours plate in two beams, and
Bean column node standardization is directly made bolumn cap by the present invention, and bolumn cap edge is arranged the brim of a hat, i.e., bolumn cap is made into the bolumn cap of variable cross-section
Structure is made into a standard block, can be mounted directly bolumn cap in construction in this way, then place on bolumn cap plate, utilize column
Cap carrys out support plate, and conventional panels are directly connected to column, needs to set up bracket support plate, then column is connect with plate, wait connect
At rear striking, this structure does not need rack construction, can directly lift plate and be placed at bolumn cap, and bolumn cap is made into standard block,
Its making link is very simple, can reduce the use of template with standard modular centralized production.
Detailed description of the invention
Fig. 1 is side planing structural schematic diagram of the invention.
Fig. 2 is overlooking structure diagram of the invention.
Fig. 3 is the overlooking structure diagram of spelling dress floor system.
Appended drawing reference in figure respectively indicates are as follows: 1, floor side bar；2, bolumn cap；3, connector；4, shearing resistance axis is positioned；5, main
Reinforcing bar；6, upper prop lower convexity；7, bolumn cap upper groove；8, bolumn cap lower convexity；9, lower prop upper groove；11, waffle beam；12, lightweight
Obturator；21, the brim of a hat；41, lower prop；42, upper prop.
Specific embodiment
The present invention will now be described in further detail with reference to the accompanying drawings and the accompanying drawings, but embodiments of the present invention
It is without being limited thereto.
Embodiment 1:
As Figure 1-Figure 2,
Spelling loading board rod structure, including support column arrangement, support column arrangement include between upper prop 41 and lower prop 42
Bolumn cap 2, bolumn cap 2 are sector structure, and it further includes floor that the arc-shaped lateral wall of bolumn cap, which extends outward to form the brim of a hat 21, floor
Any one angle indent angle in the arc-shaped, one jiao of floor are overlapped on the circle at the arc-shaped angle and bolumn cap 2 that make floor on the brim of a hat 21
Arc lateral wall is combined together.The technical program utilizes bolumn cap using bolumn cap structure and floor directly overlapped design principle
The brim of a hat of structure setting directly rides upon on the brim of a hat as support construction, floor, is sector structure or circular configuration using bolumn cap 2
Particularity so that the brim of a hat 21 is a circular-arc structure, and the overlapped points of floor and the brim of a hat 21 are also arc-shaped angle, so that stress point
Distribution is located on the periphery of bolumn cap, therefore can achieve the purpose of dispersive stress, meanwhile, the technical program eliminates traditional beam
Structure achievees the purpose that save material.Preferably, the upper surface of the bolumn cap 2 is provided with bolumn cap upper groove 7, under upper prop 42
End face is provided with upper prop lower convexity 6, and upper prop lower convexity 6 is inserted into bolumn cap upper groove 7；The lower end surface of the bolumn cap 2 is provided with column
Cap lower convexity 8, the upper surface of lower prop 41 are provided with lower prop upper groove 9, and bolumn cap lower convexity 8 is inserted into lower prop upper groove 9.Bolumn cap and
Upper prop, lower prop are located by connecting using male-female engagement, achieve the purpose that stable support column arrangement.It preferably, further include through bolumn cap 2
Positioning shearing resistance axis 4, positioning 4 one end of shearing resistance axis insertion lower prop, the other end be inserted into upper prop.It preferably, further include through bolumn cap 2
Main reinforcement 5, lower prop is inserted into 5 one end of main reinforcement, the other end is inserted into upper prop.Using positioning shearing resistance axis 4 connected with main reinforcement run through, on
Column, lower prop achieve the purpose that positioning stablizes support column arrangement to neutralization.Preferably, the bolumn cap is connected by connector 3 and floor
It connects.Preferably, the floor includes the floor side bar 1 around setting in floor one week, is filled with lightweight obturator in floor side bar 1
12.Since floor of the invention constitutes floor using floor side bar, inside is lightweight obturator, replaces solid slab with multi-ribbed plate
Or contignation, depth of structural layer is reduced, mitigates construction weight structural strength and is protected, therefore can directly be taken in this structure
Disappear girder construction, achievees the purpose that save material, floor overall weight is mitigated, can also further reduce at bolumn cap
Stress.Preferably, the floor further includes waffle beam 11, and waffle beam 11 connect with floor side bar 1 and is located at lightweight obturator
Inside 12.
Preferably, upper prop and lower prop are rectangular column or circular columns.
Embodiment 2
The present embodiment the difference from embodiment 1 is that:
Bolumn cap 2 is the sector structure of quadrant, and the brim of a hat 21 is also in the sector structure of quadrant.
Embodiment 3
The present embodiment the difference from embodiment 1 is that:
Bolumn cap 2 is the sector structure of half circle, and the brim of a hat 21 is also in the sector structure of half circle.
Embodiment 3
The present embodiment the difference from embodiment 1 is that:
Bolumn cap 2 is semicircular sector structure, and the sector structure of the also semicircular in shape of the brim of a hat 21.
Embodiment 3
The present embodiment the difference from embodiment 1 is that:
Bolumn cap 2 is circular configuration, and the also rounded structure of the brim of a hat 21.
Embodiment 5
As shown in figure 3, the spelling based on spelling loading board rod structure fills floor system, including floor and above-mentioned support column knot
Structure, four angles of floor overlap respectively with four bolumn caps of 4 support column arrangements, are abutted against together between adjacent floor deck.
Spelling based on spelling loading board rod structure fills floor system, is connected between adjacent floor deck using prefabricated securing member
It connects.
The above is only presently preferred embodiments of the present invention, not does limitation in any form to the present invention, it is all according to
According to technical spirit any simple modification to the above embodiments of the invention, equivalent variations, protection of the invention is each fallen within
Within the scope of.
Claims (7)
1. spelling loading board rod structure, it is characterised in that: including support column arrangement, support column arrangement include positioned at upper prop (41) and under
Bolumn cap (2) between column (42), bolumn cap (2) are sector structure or circular configuration, and the arc-shaped lateral wall of bolumn cap extends outwardly shape
It further include floor at the brim of a hat (21), any one angle indent angle in the arc-shaped of floor, one jiao of floor is overlapped on the brim of a hat (21)
So that the arc-shaped angle of floor and the arc-shaped lateral wall of bolumn cap (2) are combined together.
2. spelling loading board rod structure according to claim 1, it is characterised in that:
The upper surface of the bolumn cap (2) is provided with bolumn cap upper groove (7), and the lower end surface of upper prop (42) is provided with upper prop lower convexity
(6), in upper prop lower convexity (6) insertion bolumn cap upper groove (7)；
The lower end surface of the bolumn cap (2) is provided with bolumn cap lower convexity (8), and the upper surface of lower prop (41) is provided with lower prop upper groove
(9), in bolumn cap lower convexity (8) insertion lower prop upper groove (9).
3. spelling loading board rod structure according to claim 1, it is characterised in that: further include that positioning through bolumn cap (2) is anti-
It cuts axis (4), positioning shearing resistance axis (4) one end insertion lower prop, the other end are inserted into upper prop.
4. spelling loading board rod structure according to claim 1, it is characterised in that: further include the main reinforcement through bolumn cap (2)
(5), main reinforcement (5) one end insertion lower prop, the other end are inserted into upper prop.
5. spelling loading board rod structure according to claim 1, it is characterised in that: the bolumn cap passes through connector (3) and building
Plate connection.
6. spelling loading board rod structure according to claim 1, it is characterised in that: the floor includes being arranged around floor one week
Floor side bar (1), be filled with lightweight obturator (12) in floor side bar (1).
7. spelling loading board rod structure according to claim 6, it is characterised in that: the floor further includes waffle beam (11),
Waffle beam (11) connect with floor side bar (1) and is located at lightweight obturator (12) inside.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610507596.3A CN106149879B (en) | 2016-07-01 | 2016-07-01 | Spelling loading board rod structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610507596.3A CN106149879B (en) | 2016-07-01 | 2016-07-01 | Spelling loading board rod structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106149879A CN106149879A (en) | 2016-11-23 |
| CN106149879B true CN106149879B (en) | 2019-03-12 |
Family
ID=57350719
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610507596.3A Expired - Fee Related CN106149879B (en) | 2016-07-01 | 2016-07-01 | Spelling loading board rod structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106149879B (en) |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107237398A (en) * | 2017-06-26 | 2017-10-10 | 江南大学 | A kind of new multi and tall steel building assembled combined structure system |
| CN107724524B (en) * | 2017-08-30 | 2020-12-08 | 刘祥锦 | Plate column structure assembly system, floor slab prefabricated part and construction method |
| CN107386431B (en) * | 2017-08-30 | 2020-04-10 | 刘祥锦 | Plate column structure assembly system and floor slab prefabricated part thereof |
| CN107905368B (en) * | 2017-11-24 | 2019-05-10 | 南昌航空大学 | A kind of assembled beam and assembled column connection structure and construction method |
| CN109457798B (en) * | 2018-12-20 | 2020-06-23 | 西北民族大学 | Mixed assembly node of precast concrete column and concrete beam plate and construction method |
| CN110258780A (en) * | 2019-07-05 | 2019-09-20 | 王树华 | It is a kind of can fast construction environment-friendlyhouse house frame structure |
Family Cites Families (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| IT1266784B1 (en) * | 1993-11-09 | 1997-01-21 | Dlc Srl | INDUSTRIAL PREFABRICATED FLOOR |
| CN1260438C (en) * | 2003-06-03 | 2006-06-21 | 刘长生 | Design method for environmental protection assembling-disassembling beam column bearing structure |
| CN1316127C (en) * | 2004-05-27 | 2007-05-16 | 同济大学 | Totally assembled type prefabricated concrete structure system |
| CN103088915B (en) * | 2012-08-16 | 2016-06-29 | 杨众 | A kind of cast-in-place post with cap and construction method |
| CN104912190B (en) * | 2015-06-17 | 2017-02-15 | 淮海工学院 | Dry type joggle frame structure |
| CN105178354B (en) * | 2015-09-06 | 2017-10-13 | 上海建工二建集团有限公司 | One farming word beam column cap and flatslab construction system |
| CN205134660U (en) * | 2015-11-02 | 2016-04-06 | 上海市机械施工集团有限公司 | Light steel concrete slab post structure of prefabricated assembly |
| CN105350642B (en) * | 2015-12-01 | 2017-07-28 | 江苏筑森建筑设计股份有限公司 | The cap of one kind connection " rice " type Cast-in-place concrete beam |
| CN105332417B (en) * | 2015-12-04 | 2017-11-17 | 武汉理工大学 | The construction method of the pre-manufactured steel framework combined structure of external wrapping concrete |
| CN105421633B (en) * | 2015-12-16 | 2017-11-28 | 广东省建筑设计研究院 | It is a kind of to mitigate deadweight and the mixed type superstructure with satisfactory texture rigidity |
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2016
- 2016-07-01 CN CN201610507596.3A patent/CN106149879B/en not_active Expired - Fee Related
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| CN106149879A (en) | 2016-11-23 |
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Address after: A section of Chengdu city Jinniu District 610000 North Road No. 55 in Sichuan Province Patentee after: Sichuan Academy of Architectural Sciences Co., Ltd. Address before: A section of Chengdu city Jinniu District 610000 North Road No. 55 in Sichuan Province Patentee before: Research Inst. of Architectonics, Sichuan Prov. |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190312 Termination date: 20210701 |
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| CF01 | Termination of patent right due to non-payment of annual fee |