CN205804594U - Set up the antique imitation building of reinforced concrete single-beam post damping node of antivibrator - Google Patents
Set up the antique imitation building of reinforced concrete single-beam post damping node of antivibrator Download PDFInfo
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- CN205804594U CN205804594U CN201620719626.2U CN201620719626U CN205804594U CN 205804594 U CN205804594 U CN 205804594U CN 201620719626 U CN201620719626 U CN 201620719626U CN 205804594 U CN205804594 U CN 205804594U
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- antivibrator
- round bar
- reinforced concrete
- antique imitation
- reinforced
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Abstract
The utility model discloses a kind of antique imitation building of reinforced concrete single-beam post damping node setting up antivibrator, including vertical round bar concrete column, it is provided above horizontal reinforced beam at round bar concrete column, bar planting it is implanted with in advance at reinforced beam two ends, steel plate it is welded with in bar planting, being fixed with bearing on round bar concrete column, being connected by oscillating bearing between steel plate and bearing has viscid fluid damper, also has the square steel tube vertically stretched at round bar concrete column top.Both the effect of " strong column and weak beam " of shockproof requirements specification had been reached, meet again the requirement of the sectional dimension of ancient building coupled columns, beam, a tree, used in making timber for boats, also there is the effect of damping, antidetonation, there is compared with node modelled after an antique with tradition good anti-seismic performance, and add the overall anti-seismic performance of structure.
Description
Technical field
This utility model relates to the damping of building in the style of the ancients node, Aseismic Design technical field, particularly relates to one and sets up resistance
Antique imitation building of reinforced concrete single-beam-post the damping node of Buddhist nun's device.
Background technology
Antique imitation building of reinforced concrete builds the perfect adaptation of rule and modern project art as a kind of ancient building, is wide
Justice building in the style of the ancients uses most a kind of version at present.But the design to antique imitation building of reinforced concrete does not has one at present
The specification of individual maturation, designer is most with reference to concrete design specification comparative frame when antique imitation building of reinforced concrete designs
Structure is designed, and antique imitation building of reinforced concrete and general reinforced concrete building have the biggest difference, the most imitative
The loading characteristic of ancient building structure there are differences with modern structure, and reinforced concrete structure is from great, and anti-seismic performance is poor, leads
The building in the style of the ancients causing reinforced concrete structure easily occurs the most significantly destroying in earthquake.On the other hand tradition wood structure building
Node belongs to varied rigid link with mortise-tenon joint, and antique imitation building of reinforced concrete node uses cast-in-place mode to belong to and is rigidly connected,
Seismic Design Method and theory vary considerably.
Owing to the shape system of wood structure ancient building is special, horizontal beam a tree, used in making timber for boats, sets of brackets on top of the columns stress are complicated, use cast-in-place concrete material substitution
During design, the on the one hand Aseismic Design principle of modern concrete structure to be observed, on the one hand meet the shape of wood structure ancient building again
Requirement processed.Such as ancient building coupled columns, beam, there are strict requirements for the sectional dimension of a tree, used in making timber for boats, it is desirable to " reasonable organization, ratio is harmonious ".If no
Can correctly hold the structure structure of ancient building and the particularity being connected, determine according to the method for designing of conventional concrete structure simply
Member section, then do not meet original intention requirement modelled after an antique.
In order to the advantages such as good, the durable refractory of reinforced concrete structure normability can be made full use of, avoid again its from great,
The shortcomings such as poor seismic behavior, the shape system meeting wood structure ancient building again requires and modern anti-seismic design of node requirement etc., proposes one
It is the most necessary that kind sets up the antique imitation building of reinforced concrete single-beam-post damping node of antivibrator.
Summary of the invention
The purpose of this utility model is, it is provided that a kind of antique imitation building of reinforced concrete single-beam-post setting up antivibrator subtracts
Shake node, effectively to alleviate the problems such as shockproof, the damping of antique imitation building of reinforced concrete node, and makes structure entirety shock resistance obtain
To good improvement.
In order to realize above-mentioned task, the technical solution that this utility model employing is following:
A kind of antique imitation building of reinforced concrete single-beam-post damping node setting up antivibrator, mixes including vertical round bar
Solidifying earth pillar, it is characterised in that be provided above horizontal reinforced beam at round bar concrete column, at reinforced beam
Two ends are implanted with bar planting in advance, and bar planting is welded with steel plate, are fixed with bearing on round bar concrete column, logical between steel plate and bearing
Cross oscillating bearing connection and have viscid fluid damper, also have the square steel tube vertically stretched at round bar concrete column top.
Other feature of the present utility model is:
Peg is had on described square steel tube.
Described viscid fluid damper becomes 60 degree of angles with round bar concrete column, becomes 30 degree of folders with reinforced beam
Angle.
Described plate size is 140mm*200mm, and thickness is 10mm.
The described a length of 2m of round bar concrete column, radius is 140mm.
Described square steel tube uses the seamless steel of Q235B, and overall length 1430mm, and sectional dimension is 150mm*150mm, and thickness is
4mm。
Described square steel tube stretches into round bar concrete column top 550mm.
The a length of 15mm of described peg, diameter of phi=10mm.
Compared with prior art, the antique imitation building of reinforced concrete single-beam-post damping setting up antivibrator of the present utility model
Node, uses reinforced column, reinforced beam, viscid fluid damper, had both reached " the strong post of shockproof requirements specification
Weak beam " effect, meet again the requirement of the sectional dimension of ancient building coupled columns, beam, a tree, used in making timber for boats, also there is the effect of damping, antidetonation, with biography
System node is compared has good anti-seismic performance, and adds the overall anti-seismic performance of structure.
Accompanying drawing explanation
Fig. 1 is the antique imitation building of reinforced concrete single-beam-post damping node schematic diagram setting up antivibrator of the present utility model,
Wherein, figure (a) is front view, and figure (b) is top view.
Fig. 2 is square steel tube schematic diagram, and wherein, figure (a) is front view, and figure (b) is left view.
Fig. 3 is Effects of Viscous Fluid Damper schematic diagram, and wherein, figure (a) is front view, and figure (b) is left view.
Fig. 4 is bearing schematic diagram, and wherein, figure (a) is front view, and figure (b) is top view.
Fig. 5 is steel plate schematic diagram, and wherein, figure (a) is top view, and figure (b) is front view.
Fig. 6 is oscillating bearing schematic diagram, and wherein, figure (a) is left view, and figure (b) is front view.
Reference in figure represents respectively: 1, reinforced column, 2, square steel tube, 3, reinforced beam, 4, viscid
Fluid damper, 5, bearing, 6, oscillating bearing, 7, steel plate, 8, bar planting, 9, peg.
With embodiment, this utility model is described in further detail below in conjunction with the accompanying drawings.
Detailed description of the invention
See shown in Fig. 1～Fig. 6, the present embodiment be given a kind of set up antivibrator antique imitation building of reinforced concrete single-beam-
Post damping node constructs, and including vertical round bar concrete column 1, is provided above horizontal steel at round bar concrete column 1
Concrete Beam Reinforced 3, is implanted with bar planting 8 in advance at reinforced beam 3 two ends, bar planting 8 is welded with steel plate 7, at round bar concrete
Being fixed with bearing 5 on post 1, being connected by oscillating bearing 6 between steel plate 7 and bearing 5 has viscid fluid damper 4, at round bar
Concrete column 1 top also has the square steel tube 2 vertically stretched into.
Viscid fluid damper 4 becomes 60 degree of angles with round bar concrete column 1, becomes 30 degree of angles with reinforced beam 3.
In advance peg 9 is welded on square steel tube 2, and bar planting 8 is welded together with steel plate 7, is embedded in reinforcing bar together
In beams of concrete 3, with cushion block, after-pouring is fixed in its position.
In the present embodiment, round bar concrete column 1 a length of 2m radius is 140mm, and square steel tube 2 uses the seamless steel of Q235B
Overall length 1430mm sectional dimension is 150mm*150mm thickness 4mm, gos deep into capital 550mm, peg 9 a length of 15mm diameter of phi=
10mm, peg 9 totally 5, it is welded on bottom distance square steel tube 2 midline of four outsides at 20mm, and on each outside
Equidistantly upwards arrange 120mm.
Every block plate 7 a size of 140mm*200mm thickness 10mm, bar planting 8 uses the reinforcing bar of C16, along reinforced beam 3 side
To arrange two rows altogether 10 be equally spaced.
Bearing 7 distance steel Concrete Beam Reinforced 3 limit 667mm, bearing 5 is 445mm below round bar concrete column 1.
During making, set up the arrangement of reinforcement of antique imitation building of reinforced concrete single-beam-post damping node of antivibrator according to concrete
Structure design principle carries out arrangement of reinforcement, and reinforced beam 3 configures the tension of 3C12 by beading, the stirrup of A8 50.Round bar coagulation
Earth pillar 1 configures 8C12 and is used circular stirrups and two kinds of forms A8 50 of square stirrup by beading, stirrup.Protective layer thickness takes without exception
For 15mm.
Viscid fluid damper 4 uses commercially available product, bearing 5 and embedded oscillating bearing 6 to advise according to viscid fluid damper
Lattice are customized.
Steel plate 7 all uses manual electric arc welding with bar planting 8, bearing 5 with steel plate 7.
Construction procedure is as follows:
Step one, shown in Figure 2, first peg 9 is welded on square steel tube 2.As shown in Figure 5 steel plate 7 is welded on
In bar planting 8.
Step 2, shown in Figure 1, square steel tube 2, bar planting 8 and steel plate 7 are utilized cushion block fixed position, is embedded in reinforcing bar
In concrete, then pour.
Step 3, shown in Figure 1, after concrete formation, bearing 5 is welded on round bar concrete column 1 and carries out admittedly
Fixed, use manual electric arc welding four sides weld all around.
Step 4, shown in Figure 1, viscid fluid damper 4 is arranged on position as depicted, inserts embedded joint
Bearing 6 is fixed.Make viscid fluid damper 4 become 60 degree of angles with round bar concrete column 1, become with reinforced beam 3
30 degree of angles.
Claims (9)
1. set up antique imitation building of reinforced concrete single-beam-post damping node of antivibrator, including vertical round bar coagulation
Earth pillar (1), it is characterised in that be provided above horizontal reinforced beam (3) at round bar concrete column (1), at reinforcing bar
Beams of concrete (3) two ends are implanted with bar planting (8) in advance, and bar planting (8) is welded with steel plate (7), upper fixing at round bar concrete column (1)
Having bearing (5), being connected by oscillating bearing (6) between steel plate (7) and bearing (5) has viscid fluid damper (4), at round bar
Concrete column (1) top also has the square steel tube (2) vertically stretched into.
Setting up the antique imitation building of reinforced concrete single-beam-post damping node of antivibrator the most as claimed in claim 1, its feature exists
In, described square steel tube (2) there is peg (9).
Setting up the antique imitation building of reinforced concrete single-beam-post damping node of antivibrator the most as claimed in claim 1, its feature exists
In, described viscid fluid damper (4) becomes 60 degree of angles with round bar concrete column (1), becomes 30 with reinforced beam (3)
Degree angle.
Setting up the antique imitation building of reinforced concrete single-beam-post damping node of antivibrator the most as claimed in claim 1, its feature exists
In, described steel plate (7) a size of 140mm*200mm, thickness is 10mm.
Setting up the antique imitation building of reinforced concrete single-beam-post damping node of antivibrator the most as claimed in claim 1, its feature exists
In, described round bar concrete column (1) a length of 2m, radius is 140mm.
Setting up the antique imitation building of reinforced concrete single-beam-post damping node of antivibrator the most as claimed in claim 1, its feature exists
In, described square steel tube (2) uses the seamless steel of Q235B.
Setting up the antique imitation building of reinforced concrete single-beam-post damping node of antivibrator the most as claimed in claim 6, its feature exists
In, described square steel tube (2) overall length 1430mm, sectional dimension is 150mm*150mm, and thickness is 4mm.
Setting up the antique imitation building of reinforced concrete single-beam-post damping node of antivibrator the most as claimed in claim 1, its feature exists
In, described square steel tube (2) stretches into round bar concrete column (1) top 550mm.
Setting up the antique imitation building of reinforced concrete single-beam-post damping node of antivibrator the most as claimed in claim 2, its feature exists
In, described peg (9) a length of 15mm, diameter of phi=10mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620719626.2U CN205804594U (en) | 2016-07-08 | 2016-07-08 | Set up the antique imitation building of reinforced concrete single-beam post damping node of antivibrator |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620719626.2U CN205804594U (en) | 2016-07-08 | 2016-07-08 | Set up the antique imitation building of reinforced concrete single-beam post damping node of antivibrator |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205804594U true CN205804594U (en) | 2016-12-14 |
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ID=58141105
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620719626.2U Expired - Fee Related CN205804594U (en) | 2016-07-08 | 2016-07-08 | Set up the antique imitation building of reinforced concrete single-beam post damping node of antivibrator |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113463755A (en) * | 2021-06-25 | 2021-10-01 | 无锡市亨利富建设发展有限公司 | Concrete frame column anti-seismic structure and construction method thereof |
-
2016
- 2016-07-08 CN CN201620719626.2U patent/CN205804594U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113463755A (en) * | 2021-06-25 | 2021-10-01 | 无锡市亨利富建设发展有限公司 | Concrete frame column anti-seismic structure and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161214 Termination date: 20190708 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |