CN108104371A - A kind of antidetonation beam column based on BIM - Google Patents
A kind of antidetonation beam column based on BIM Download PDFInfo
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- CN108104371A CN108104371A CN201711442634.2A CN201711442634A CN108104371A CN 108104371 A CN108104371 A CN 108104371A CN 201711442634 A CN201711442634 A CN 201711442634A CN 108104371 A CN108104371 A CN 108104371A
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- chamber
- column
- fixed
- beam column
- concrete
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/025—Structures with concrete columns
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06K—GRAPHICAL DATA READING; PRESENTATION OF DATA; RECORD CARRIERS; HANDLING RECORD CARRIERS
- G06K19/00—Record carriers for use with machines and with at least a part designed to carry digital markings
- G06K19/06—Record carriers for use with machines and with at least a part designed to carry digital markings characterised by the kind of the digital marking, e.g. shape, nature, code
- G06K19/06009—Record carriers for use with machines and with at least a part designed to carry digital markings characterised by the kind of the digital marking, e.g. shape, nature, code with optically detectable marking
- G06K19/06037—Record carriers for use with machines and with at least a part designed to carry digital markings characterised by the kind of the digital marking, e.g. shape, nature, code with optically detectable marking multi-dimensional coding
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Theoretical Computer Science (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention provides a kind of antidetonation beam column based on BIM, including：Concrete foundation, the upper end of the concrete foundation are fixed with square plate body, and the upper surface of the square plate body is fixed with lead support post；Fang platform concrete column, the fang platform concrete column is in fang platform body, the fang platform concrete column sets the first chamber of the square plate body for card from small rectangle face to greatly enhancing square face and offer successively, the second chamber interconnected with the first chamber and the 3rd chamber connected with the second chamber, U-shaped steel plate is extended on the inner wall of the both sides of the second chamber, two free ends of the U-shaped steel plate are fixed on the inner wall of the second chamber and cover and are scheduled on the lead support post, foam cement layer is filled in first cavity and second cavity.Such antidetonation beam column construction based on BIM is simple, convenient for antidetonation.
Description
Technical field
The present invention relates to beam columns, and in particular to a kind of antidetonation beam column based on BIM.
Background technology
Antidetonation beam column of the prior art can only generally resist one-side antidetonation face, for axial, horizontal, circumferential
Anti seismic efficiency is limited.
In order to play good anti seismic efficiency, then, many-sided antidetonation and antidetonation protection mechanism is just needed to come in fact
The effect now aided in mutually.
The content of the invention
The technical problem to be solved by the present invention is to：In order to solve that asking for one-side antidetonation can only be played in the prior art
Topic.The present invention provides a kind of antidetonation beam columns based on BIM to solve the above problems.
The technical solution adopted by the present invention to solve the technical problems is：A kind of antidetonation beam column based on BIM, including：
Concrete foundation, the upper end of the concrete foundation are fixed with square plate body, and the upper surface of the square plate body is fixed with lead
Support post；
Fang platform concrete column, the fang platform concrete column are in fang platform body, and the fang platform concrete column is from small rectangle face to greatly enhancing
Square face offers successively sets the first chamber of the square plate body, the second chamber interconnected with the first chamber for card
And the 3rd chamber connected with the second chamber, U-shaped steel plate is extended on the inner wall of the both sides of the second chamber, it is described
Two free ends of U-shaped steel plate are fixed on the inner wall of the second chamber and cover and are scheduled on the lead support post, institute
It states and foam cement layer is filled in the first cavity and second cavity.
Preferably, the poly- second of foaming is provided between the two side of the both sides inner wall of the first chamber and the square plate body
Alkene stick, multiple polyethylene foamed rods pass through waterproof glue bond, the both sides inner wall of the first chamber and the square plate body
By the waterproof glue bond between two side.
Preferably, greatly enhancing for the fang platform concrete column is staggeredly stacked with steel disc and sheet rubber on square face.
Preferably, the square plate body is stretched into the lower end of the lead support post.
Preferably, further include multiple reinforcers；
The reinforcer is fixed on the circumferential direction of the square plate body bottom, and the reinforcer includes long slab, inclined stiffener and short slab, institute
It states long slab and the short slab is parallel to each other, the inclined stiffener is fixed between the long slab and the short slab.
Preferably, the bubble rate of the foam cement is 10% ~ 20%, the number of the polyethylene foamed rod is 1 ~ 3.
Preferably, the concrete foundation is equipped with there are four single-column body, the single-column body includes steel pipe portion, the steel pipe
First concrete column of portion's inner wall filling, the second concrete column of steel pipe portion outer wall bonding and embedded second concrete
For four lists of column with reinforcing bar, the single steel bar is distributed in the corner of second concrete column.
Preferably, be fixed with steel fixed plate on the upper surface of the lead support post, the steel fixed plate with it is described
The sheet rubber of lead support post both sides is bonded to each other.
Preferably, the sidewall slope of the fang platform concrete column, angle of inclination is 60 °.
Preferably, being pasted with BIM locating plates on the concrete foundation, the BIM locating plates carry position, Kong Wei
And angle information；The BIM locating plates are Quick Response Code or three-dimension code.
The beneficial effects of the invention are as follows such antidetonation beam columns based on BIM, by lead support post and U-shaped steel plate, rise
To the Horizontal Seismic effect for fang platform concrete column, suppressed by the center of gravity of lead support post, play good longitudinal direction and resist
Shake effect.By the setting of foam cement, well for the entire firmness of U-shaped steel plate and lead support post, strengthen whole
The anti seismic efficiency of body.
Description of the drawings
The present invention is further described with reference to the accompanying drawings and examples.
Fig. 1 is a kind of structure diagram of the optimum embodiment of the antidetonation beam column based on BIM of the present invention.
Fig. 2 is the layer structure schematic diagram of concrete foundation of the present invention.
Fig. 3 is the structure diagram of the optimum embodiment of fang platform concrete column of the present invention.
Fig. 4 is the structure diagram of the optimum embodiment of reinforcer of the present invention.
1 in figure, concrete foundation, 1-1, square plate body, 1-2, single-column body, 1-2-1, steel pipe portion, 1-2-2, the first concrete
Column, 1-2-3, the second concrete column are 1-2-4, single with reinforcing bar, and 2, lead support post, 3, fang platform concrete column, 3-1, the first chamber
Room, 3-2, second chamber, 3-3, the 3rd chamber, 4, U-shaped steel plate, 5, foam cement, 6, polyethylene foamed rod, 7, marine glue, 8,
Steel disc, 9, sheet rubber, 10, reinforcer, 10-1, long slab, 10-2, inclined stiffener, 10-3, short slab, 11, steel fixed plate, 12, BIM
Locating plate.
Specific embodiment
As shown in Fig. 1 ~ 4, the present invention provides a kind of antidetonation beam column based on BIM, including：
Concrete foundation 1, the upper end of concrete foundation 1 are fixed with square plate body 1-1, and the upper surface of square plate body 1-1 is fixed with lead
Support post 2；
Fang platform concrete column 3, fang platform concrete column 3 are in fang platform body, and fang platform concrete column 3 is from small rectangle face to greatly enhancing square face
Offer successively for card set the first chamber 3-1 of square plate body 1-1, the second chamber 3-2 interconnected with first chamber 3-1 with
And the 3rd chamber 3-3 connected with second chamber 3-2, U-shaped steel plate 4, U-shaped are extended on the inner wall of the both sides of second chamber 3-2
Two free ends of steel plate 4 are fixed on the inner wall of second chamber 3-2 and cover and are scheduled on lead support post 2, the first cavity
With 5 layer 5 of foam cement is filled in the second cavity.
Polyethylene foamed rod 6 is provided between the both sides inner wall of first chamber 3-1 and the two side of square plate body 1-1, it is multiple
Polyethylene foamed rod 6 is bonded by marine glue 7, by preventing between the both sides inner wall of first chamber 3-1 and the two side of square plate body 1-1
Glue 7 bonds.
Such antidetonation beam column based on BIM, by lead support post 2 and U-shaped steel plate 4, is played for fang platform concrete
The Horizontal Seismic effect of column 3 is suppressed by the center of gravity of lead support post 2, plays good longitudinal anti seismic efficiency.Pass through foaming
The setting of cement 5 well for the entire firmness of U-shaped steel plate 4 and lead support post 2, strengthens whole anti seismic efficiency.
Greatly enhancing for fang platform concrete column 3 is staggeredly stacked with steel disc 8 and sheet rubber 9 on square face.Such design, can be fine
The effect for playing buffering, meanwhile, when there is transverse shear stress, the middle part of steel disc 8 is squeezed to be squeezed hence for foam cement 5
Pressure, but because being foam cement 5, excessive influence can't be caused for overall structure.So as to extend this well
The service life of antidetonation beam column of the kind based on BIM.
Square plate body 1-1 is stretched into the lower end of lead support post 2.Strengthen the service life of lead support post 2.
Such antidetonation beam column further includes multiple reinforcers 10；
Reinforcer 10 is fixed on the circumferential direction of square plate body 1-1 bottoms, and reinforcer 10 includes long slab 10-1, inclined stiffener 10-2 and short slab
10-3, long slab 10-1 and short slab 10-3 are parallel to each other, and inclined stiffener 10-2 is fixed between long slab 10-1 and short slab 10-3.Pass through
The setting of reinforcer 10 can be good at improving the anti seismic efficiency and service life of whole antidetonation beam column.
The bubble rate of foam cement 5 is 10% ~ 20%, and the number of polyethylene foamed rod 6 is 1 ~ 3.
Concrete foundation 1 is equipped with there are four single-column body 1-2, and single-column body 1-2 is including in steel pipe portion 1-2-1, steel pipe portion 1-2-1
First concrete column 1-2-2 of wall filling, the second concrete column 1-2-3 and embedded second of steel pipe portion 1-2-1 outer walls bonding are mixed
For four lists of solidifying earth pillar 1-2-3 with reinforcing bar 1-2-4, single steel bar is distributed in the corner of the second concrete column 1-2-3.By such
The soundness of concrete foundation 1 is strengthened in design, so as to preferably ensure the anti-seismic performance of concrete foundation 1.
Steel fixed plate 11, steel fixed plate 11 and 2 both sides of lead support post are fixed on the upper surface of lead support post 2
Sheet rubber 9 be bonded to each other.
The sidewall slope of fang platform concrete column 3, angle of inclination are 60 °.Preferably strengthen whole firmness.
BIM locating plates 12 are pasted on concrete foundation 1, BIM locating plates 12 carry position, hole position and angle information；
BIM locating plates 12 are Quick Response Code or three-dimension code.BIM locating plates 12 can be good at introducing such antidetonation beam column.
Claims (10)
1. a kind of antidetonation beam column based on BIM, it is characterised in that：Including：
Concrete foundation, the upper end of the concrete foundation are fixed with square plate body, and the upper surface of the square plate body is fixed with lead
Support post；
Fang platform concrete column, the fang platform concrete column are in fang platform body, and the fang platform concrete column is from small rectangle face to greatly enhancing
Square face offers successively sets the first chamber of the square plate body, the second chamber interconnected with the first chamber for card
And the 3rd chamber connected with the second chamber, U-shaped steel plate is extended on the inner wall of the both sides of the second chamber, it is described
Two free ends of U-shaped steel plate are fixed on the inner wall of the second chamber and cover and are scheduled on the lead support post, institute
It states and foam cement layer is filled in the first cavity and second cavity.
2. antidetonation beam column as described in claim 1, it is characterised in that：The both sides inner wall of the first chamber and the square plate body
Two side between be provided with polyethylene foamed rod, multiple polyethylene foamed rods pass through waterproof glue bond, first chamber
By the waterproof glue bond between the two side of the both sides inner wall of room and the square plate body.
3. antidetonation beam column as described in claim 1, it is characterised in that：The fang platform concrete column is greatly enhanced on square face staggeredly
It is stacked with steel disc and sheet rubber.
4. antidetonation beam column as described in claim 1, it is characterised in that：The square plate is stretched into the lower end of the lead support post
Body.
5. antidetonation beam column as described in claim 1, it is characterised in that：Further include multiple reinforcers；
The reinforcer is fixed on the circumferential direction of the square plate body bottom, and the reinforcer includes long slab, inclined stiffener and short slab, institute
It states long slab and the short slab is parallel to each other, the inclined stiffener is fixed between the long slab and the short slab.
6. antidetonation beam column as described in claim 1, it is characterised in that：The bubble rate of the foam cement is 10% ~ 20%, described
The number of polyethylene foamed rod is 1 ~ 3.
7. antidetonation beam column as described in claim 1, it is characterised in that：The concrete foundation is equipped with there are four single-column body, institutes
Stating single-column body includes steel pipe portion, the first concrete column that steel pipe portion inner wall is filled, the second of the bonding of steel pipe portion outer wall
For four lists of concrete column and embedded second concrete column with reinforcing bar, the single steel bar is distributed in second concrete
The corner of column.
8. antidetonation beam column as claimed in claim 3, it is characterised in that：Steel is fixed on the upper surface of the lead support post
Fixed plate, the steel fixed plate and the sheet rubber of the lead support post both sides are bonded to each other.
9. antidetonation beam column as described in claim 1, it is characterised in that：The sidewall slope of the fang platform concrete column, inclination angle
It spends for 60 °.
10. the antidetonation beam column as described in claim 1 ~ 9 is any, it is characterised in that：BIM is pasted on the concrete foundation
Locating plate, the BIM locating plates carry position, hole position and angle information；The BIM locating plates are Quick Response Code or three-dimension code.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711442634.2A CN108104371A (en) | 2017-12-27 | 2017-12-27 | A kind of antidetonation beam column based on BIM |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711442634.2A CN108104371A (en) | 2017-12-27 | 2017-12-27 | A kind of antidetonation beam column based on BIM |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108104371A true CN108104371A (en) | 2018-06-01 |
Family
ID=62213466
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711442634.2A Withdrawn CN108104371A (en) | 2017-12-27 | 2017-12-27 | A kind of antidetonation beam column based on BIM |
Country Status (1)
| Country | Link |
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| CN (1) | CN108104371A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004036248A (en) * | 2002-07-04 | 2004-02-05 | Imori Hiromi | Construction method for soil improvement, and apparatus used in the same |
| CN103953118A (en) * | 2014-04-18 | 2014-07-30 | 中国水电顾问集团华东勘测设计研究院有限公司 | Connecting structure for preventing ground inside room of factory building from transmitting sedimentation to plinth and wall body |
| CN105569354A (en) * | 2015-12-25 | 2016-05-11 | 中民筑友有限公司 | Assembling method of precast column |
| CN106285145A (en) * | 2016-10-17 | 2017-01-04 | 安徽信泽科技有限公司 | A kind of three-dimensional shock isolation support that can regulate vertical rigidity in early days |
-
2017
- 2017-12-27 CN CN201711442634.2A patent/CN108104371A/en not_active Withdrawn
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004036248A (en) * | 2002-07-04 | 2004-02-05 | Imori Hiromi | Construction method for soil improvement, and apparatus used in the same |
| CN103953118A (en) * | 2014-04-18 | 2014-07-30 | 中国水电顾问集团华东勘测设计研究院有限公司 | Connecting structure for preventing ground inside room of factory building from transmitting sedimentation to plinth and wall body |
| CN105569354A (en) * | 2015-12-25 | 2016-05-11 | 中民筑友有限公司 | Assembling method of precast column |
| CN106285145A (en) * | 2016-10-17 | 2017-01-04 | 安徽信泽科技有限公司 | A kind of three-dimensional shock isolation support that can regulate vertical rigidity in early days |
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| PB01 | Publication | ||
| PB01 | Publication | ||
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| WW01 | Invention patent application withdrawn after publication | ||
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Application publication date: 20180601 |