CN204059585U - A kind of building vertical column system - Google Patents

A kind of building vertical column system Download PDF

Info

Publication number
CN204059585U
CN204059585U CN201420415480.3U CN201420415480U CN204059585U CN 204059585 U CN204059585 U CN 204059585U CN 201420415480 U CN201420415480 U CN 201420415480U CN 204059585 U CN204059585 U CN 204059585U
Authority
CN
China
Prior art keywords
stiffener
cylinder
column base
column
building vertical
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.)
Expired - Fee Related
Application number
CN201420415480.3U
Other languages
Chinese (zh)
Inventor
潘存勋
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Xianbo Construction Technology Co ltd
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN201420415480.3U priority Critical patent/CN204059585U/en
Application granted granted Critical
Publication of CN204059585U publication Critical patent/CN204059585U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The utility model relates to building field, disclose a kind of building vertical column system, this building vertical column system comprises: described upper mainboard is provided with the first column base, described lower mainboard is provided with the second column base, and described cylinder is fixed between described upper mainboard and described lower mainboard respectively by the first column base and the second column base; Described cylinder is provided with at least two stiffeners, described stiffener is arc-shaped, and the end of the stiffener of adjacent described cylinder is interconnected; The inside wall of described cylinder is provided with foam cement layer, and the inside wall of described cylinder is provided with multiple groove, and described foam cement layer is filled in described groove.The shape of building vertical column system enhancement plate provided by the utility model can increase shearing resistance, and the multiple set-up mode of stiffener can produce more firm horizontal thrust and static force when earthquake and wind pendulum, and structural strength is high, applied widely.

Description

A kind of building vertical column system
Technical field
The utility model relates to building field, particularly relates to a kind of building vertical column system, particularly good the and fireproof building vertical column system of a kind of tension anti seismic efficiency.
Background technology
At present, not only there is the problem that operation is loaded down with trivial details, cost is higher in the column in existing building field in an assembling process, and need more raw material can cause very large harm to environment in an assembling process.When earthquake and wind pendulum occur because the structural strength of column is low, and horizontal thrust and static force can cause fabric structure intensity low built on the sand.
Existing building column does not possess fireproof function, in the event of a fire, can cause more serious loss.And it is now more and more higher for the effect requirements of building sound-insulating.
Therefore, for above deficiency, need to provide a kind of tension anti seismic efficiency good and fireproof building vertical column system.
Utility model content
The technical problems to be solved in the utility model is that the column in existing building field not only exists the problem that operation is loaded down with trivial details, cost is higher in an assembling process, and needs more raw material can cause very large harm to environment in an assembling process.When earthquake and wind pendulum occur because the structural strength of column is low, and horizontal thrust and static force can cause fabric structure intensity low built on the sand.Do not possess fireproof function, in the event of a fire, more serious loss can be caused.And now for the problem that the effect requirements of building sound-insulating is more and more higher.
In order to solve the problems of the technologies described above, the utility model provides a kind of building vertical column system, comprising: lower mainboard, upper mainboard and multiple cylinder; Described upper mainboard is provided with the first column base, and described lower mainboard is provided with the second column base, and described cylinder is fixed between described upper mainboard and described lower mainboard respectively by the first column base and the second column base; Described cylinder is provided with at least two stiffeners, described stiffener is arc-shaped, and the end of the stiffener of adjacent described cylinder is interconnected; The inside wall of described cylinder is provided with foam cement layer, and the inside wall of described cylinder is provided with multiple groove, and described foam cement layer is filled in described groove.
Wherein, the two ends of described cylinder are respectively equipped with protruding column cap, and described cylinder one end is inserted in described first column base by described column cap fit, and the other end is inserted in described second column base by described column cap fit.
Wherein, the bottom of described stiffener and top thereof are provided with sealing mat.
Wherein, described groove is strip groove, and its cross section is dove-tail form or U-shaped or ladder type.
Wherein, when described stiffener is multiple, adjacent described stiffener is vertically mutual or be positioned at same plane.
Wherein, described cylinder is all fixedly connected with screw by flange with between described first column base, described second column base.
Wherein, described stiffener is welded on described cylinder.
Technique scheme tool of the present utility model has the following advantages: in building vertical column system provided by the utility model, upper mainboard is provided with the first column base, lower mainboard is provided with the second column base, and cylinder is fixed between upper mainboard and lower mainboard respectively by the first column base and the second column base; Cylinder is provided with at least two stiffeners, stiffener is arc-shaped, and the end of the stiffener of adjacent cylinder is interconnected; The inside wall of cylinder is provided with foam cement layer, and the inside wall of cylinder is provided with multiple groove, and foam cement layer is filled in described groove.The assembling mode that building vertical column system cover box provided by the utility model inserts is simple, be convenient to inspection and maintenance, a large amount of raw material can be saved, not only reduce cost also for contribution has been made in environmental protection and energy saving, and the shape of stiffener can increase shearing resistance, the multiple set-up mode of stiffener can produce more firm horizontal thrust and static force when earthquake and wind pendulum, and structural strength is high, applied widely.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model embodiment building vertical column system;
Fig. 2 is the Facad structure schematic diagram that the utility model embodiment cylinder is connected with two stiffeners;
Fig. 3 is the sectional view of A-A in the utility model embodiment Fig. 1.
In figure: 1: the second column base; 2: lower mainboard; 3: the first stiffeners; 4: the second stiffeners; 5: cylinder; 6: upper mainboard; 7: the first column bases; 8: groove; 9: foam cement layer; 10: the first column caps; 11: the second column caps; 12: sealing mat.
Detailed description of the invention
Below in conjunction with drawings and Examples, detailed description of the invention of the present utility model is described in further detail.Following examples for illustration of the utility model, but are not used for limiting scope of the present utility model.
As depicted in figs. 1 and 2, the building vertical column system that the utility model embodiment provides, upper mainboard 6 is provided with the first column base 7, Open Side Down for first column base 7, lower mainboard 2 is provided with the second column base 1, the opening upwards of the second column base 1, second column base 1 is vertical corresponding with the first column base 7, cylinder 5 two ends are respectively arranged with the first protruding column cap 10 and the second protruding column cap 11, first column cap 10 and the second column cap 11 respectively fit are inserted in the opening of the first column base 7 and the second column base 1, the assembling mode that cover box inserts is simple, be convenient to inspection and maintenance, and a large amount of raw material can be saved, not only reduce cost also for contribution has been made in environmental protection and energy saving.The building vertical column Operation system setting that the utility model embodiment provides has multiple cylinder 5, each cylinder 5 is provided with at least two stiffeners, stiffener is arc-shaped, the end of the stiffener of adjacent described cylinder 5 is interconnected, the area of arc-shaped is larger, better serve supporting role, tension and antidetonation effective, make whole building all become to be integrated.The structure of the building vertical column system that the present embodiment provides can the effect of tension antidetonation, also can produce more firm horizontal thrust and static force when earthquake and wind pendulum.
As shown in Figure 3, in the building vertical column system that the utility model embodiment provides, the inside wall of cylinder 5 is provided with foam cement layer, foam cement layer can be prevented fires also can sound insulation and insulation, and cylinder 5 can be connected with fire alarm system.Can better play fireproof effect.The inside wall of cylinder 5 is provided with multiple groove 8, and foam cement layer 9 is filled in groove 8.It is more firm that groove 8 can make cylinder 5 be connected with foam cement layer, makes the present embodiment building vertical column system longer service life, cost-saving.The cross section of groove 8 is dove-tail form, U-shaped or ladder type, and the cross section of the present embodiment further groove 8 is trapezoidal.The upper end of cylinder 5 is fixedly connected with screw respectively by flange with between the first column base 7, and the lower end of cylinder 5 is also fixedly connected with screw by flange with between the second column base 1.
The building vertical column system middle column body 5 that the utility model embodiment provides can weld single or multiple stiffener, and the quantity of stiffener depends on the demand of structural strength, and adjacent stiffener is vertically mutual or be positioned at same plane; Preferably, cylinder 5 welds two stiffeners, and the first stiffener 3 and the second stiffener 4 are positioned at same plane.Also can weld three stiffeners, the first stiffener 3, second stiffener 4 and the 3rd stiffener mutually vertical.When cylinder 5 welding four stiffeners, the first stiffener 3, second stiffener 4, the 3rd stiffener are mutually vertical with the 4th stiffener.
During in order to prevent installation, seepage is in building vertical column system, top and the top thereof of the stiffener in the building vertical column system that the utility model embodiment provides are provided with sealing mat 12, the sealing mat 12 at stiffener top is for sealing the gap between stiffener and upper mainboard 6, and the sealing mat 12 bottom stiffener is for sealing the gap between stiffener and lower mainboard 2.
The building vertical column system that the utility model provides, first on upper mainboard 6, the first column base 7 is provided with, lower mainboard 2 is provided with the second column base 1, first column cap 10 of cylinder 5 projection is inserted in upper mainboard 6 by the first column base 7, second column cap 11 of cylinder 5 projection is inserted in lower mainboard 2 by the second column base 1, again with top and first column base 7 of flange difference fixed cylinder 5, the bottom of cylinder 5 and the second column base 1, finally weld on stiffener on cylinder 5 according to demand, foam cement layer 9 in cylinder 5 can play fireproofing function, also the effect of sound insulation and insulation can be played.
In sum, in building vertical column system provided by the utility model, upper mainboard is provided with the first column base, and lower mainboard is provided with the second column base, and cylinder is fixed between upper mainboard and lower mainboard respectively by the first column base and the second column base; Cylinder is provided with at least two stiffeners, stiffener is arc-shaped, and the end of the stiffener of adjacent cylinder is interconnected; The inside wall of cylinder is provided with foam cement layer, and the inside wall of cylinder is provided with multiple groove, and foam cement layer is filled in described groove.The assembling mode that building vertical column system cover box provided by the utility model inserts is simple, be convenient to inspection and maintenance, a large amount of raw material can be saved, not only reduce cost also for contribution has been made in environmental protection and energy saving, and the shape of stiffener can increase the effect of tension antidetonation, the multiple set-up mode of stiffener can produce more firm horizontal thrust and static force when earthquake and wind pendulum, and structural strength is high, applied widely.
Above embodiment only in order to the technical solution of the utility model to be described, is not intended to limit; Although be described in detail the utility model with reference to previous embodiment, those of ordinary skill in the art is to be understood that: it still can be modified to the technical scheme described in foregoing embodiments, or carries out equivalent replacement to wherein portion of techniques feature; And these amendments or replacement, do not make the essence of appropriate technical solution depart from the spirit and scope of each embodiment technical scheme of the utility model.

Claims (7)

1. a building vertical column system, is characterized in that, comprising: lower mainboard (2), upper mainboard (6) and multiple cylinder (5); Described upper mainboard (6) is provided with the first column base (7), described lower mainboard (2) is provided with the second column base (1), and described cylinder (5) is fixed between described upper mainboard (6) and described lower mainboard (2) respectively by the first column base (7) and the second column base (1); (5) are provided with at least two stiffeners to described cylinder, and described stiffener is arc-shaped, and the end of the stiffener of adjacent described cylinder (5) is interconnected; The inside wall of described cylinder (5) is provided with foam cement layer, and the inside wall of described cylinder (5) is provided with multiple groove (8), and described foam cement layer (9) is filled in described groove (8).
2. building vertical column system according to claim 1, it is characterized in that: the two ends of described cylinder (5) are respectively equipped with protruding column cap (10), described cylinder (5) one end is inserted in described first column base (7) by described column cap (10) fit, and the other end is inserted in described second column base (1) by described column cap (10) fit.
3. building vertical column system according to claim 1, is characterized in that: the bottom of described stiffener and top thereof are provided with sealing mat (12).
4. building vertical column system according to claim 1, is characterized in that: described groove (8) is strip groove, and its cross section is dove-tail form or U-shaped or ladder type.
5. building vertical column system according to claim 1, is characterized in that: when described stiffener is multiple, and adjacent described stiffener is vertically mutual or be positioned at same plane.
6. building vertical column system according to claim 1, is characterized in that: described cylinder (5) is all fixedly connected with screw by flange with between described first column base (7), described second column base (1).
7. building vertical column system according to claim 1, is characterized in that: described stiffener is welded on described cylinder (5).
CN201420415480.3U 2014-07-25 2014-07-25 A kind of building vertical column system Expired - Fee Related CN204059585U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420415480.3U CN204059585U (en) 2014-07-25 2014-07-25 A kind of building vertical column system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420415480.3U CN204059585U (en) 2014-07-25 2014-07-25 A kind of building vertical column system

Publications (1)

Publication Number Publication Date
CN204059585U true CN204059585U (en) 2014-12-31

Family

ID=52201128

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420415480.3U Expired - Fee Related CN204059585U (en) 2014-07-25 2014-07-25 A kind of building vertical column system

Country Status (1)

Country Link
CN (1) CN204059585U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2015096192A1 (en) * 2013-12-27 2015-07-02 仙泊绿建筑有限公司 Building column system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2015096192A1 (en) * 2013-12-27 2015-07-02 仙泊绿建筑有限公司 Building column system

Similar Documents

Publication Publication Date Title
CN106758791B (en) Bridge limits energy-dissipating type vibration absorption and isolation support and preparation method thereof
CN108867939B (en) Buckling-restrained steel plate shear wall
CN202117191U (en) Wind load resistance device combined with laminated rubber vibration isolation bearing for use
CN204059585U (en) A kind of building vertical column system
CN204059586U (en) A kind of building vertical column system
CN202755299U (en) Anti-shock check block structure for transverse bridge direction compound-type pier
CN211007158U (en) Prefabricated self-insulation concrete shear wall system
CN106049663B (en) The dwelling house system of the close column steel plate energy-consuming shear wall structure of concrete filled steel tube
CN203640161U (en) Building vertical column system
CN205557838U (en) Assembled antidetonation honeycomb girder steel - shear force wall connection structure
CN102102402A (en) Combined wallboard
CN104929271B (en) Multifunctional buckling-preventive energy-consuming combined wall and mounting method
CN202969630U (en) Combined wall body for wooden house
CN215106551U (en) Assembled wave-shaped single steel plate wall system
CN203905039U (en) Foot binding structure of column foot of outdoor steel pipe
CN106836503A (en) The antidetonation formed steel construction lightly constructed and simply equipped building being easily installed
CN209941512U (en) Supporting shear part for lower cross beam of inclined tower of cable-stayed bridge
KR20130009432A (en) Sliding elastic supporting apparatus for bridge and using the same sliding supporting method
CN201946411U (en) Sealing structure of diaphragm-type oil storage cabinet
CN202080669U (en) Simple closed structure for arched shell plate of coal handling gallery
CN112647627A (en) Assembled externally-hung wallboard connecting structure
CN205012543U (en) High stability back -fire relief module
CN206428579U (en) The spacing energy-dissipating type vibration absorption and isolation support of bridge
CN104358462A (en) Flame-retardant composite house structure with polyester ethylene wall slabs
KR101592254B1 (en) Enhanced thermal insulation casing structure for air conditioner

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20170613

Address after: 264500 Rushan Bay New District, Weihai, Shandong

Patentee after: SINBO GREEN BUILDING Corp.,Ltd.

Address before: 614407 Daxing County, Qianwei County, Daxing County, Sichuan Province, No. 18

Patentee before: Pan Cunxun

TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20221207

Address after: 315000 104-20, building 5, No. 211 Xingguang Road, high tech Zone, Ningbo, Zhejiang

Patentee after: Xianbo Construction Technology Co.,Ltd.

Address before: 264500 Haiwan new area, Rushan City, Weihai City, Shandong Province

Patentee before: SINBO GREEN BUILDING Corp.,Ltd.

CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20141231