CN206053033U - A kind of coupling beam formula damper connecting structure - Google Patents
A kind of coupling beam formula damper connecting structure Download PDFInfo
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- CN206053033U CN206053033U CN201621077925.7U CN201621077925U CN206053033U CN 206053033 U CN206053033 U CN 206053033U CN 201621077925 U CN201621077925 U CN 201621077925U CN 206053033 U CN206053033 U CN 206053033U
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Abstract
The coupling beam formula damper connecting structure in armored concrete tie-beam that this utility model stretches out in being related to be arranged at the first vertical member and the second vertical member, it is characterized in that, including the switching beam for being connected to the coupling beam formula antivibrator two ends, the switching beam at the antivibrator two ends is connected on the vertical muscle of level of the armored concrete tie-beam of first vertical member and second vertical member；The switching beam includes：I-beam, including web and first edge of a wing and second edge of a wing for being respectively arranged on the web two ends, the coupling beam formula antivibrator is fixed on first edge of a wing；For the vertical muscle connecting plate of the vertical muscle connection of the level, the web is connected to first edge of a wing；And buried plate ribbed stiffener, between first edge of a wing and the web.This utility model passes through above structure so as to can bear larger internal force, convenient construction and save construction labor and materials.
Description
Technical field
This utility model is related to the realm of building construction, and in particular to a kind of coupling beam formula damper connecting structure.
Background technology
In skyscraper, the use of reinforced concrete shear wall is very universal.Adopt in reinforced concrete shear wall
During energy-dissipating and shock-absorbing measure, commonly used is coupling beam formula antivibrator.Traditional coupling beam damper connecting structure, typically has following two
The form of kind：
1. the form of buried plate+dowel+shear key, i.e., carried out by the form of dowel or dowel+shear key on buried plate
Anchoring, this form due to dowel low bearing capacity, and because ductility difference with shear key cannot collaborative work, according to experimental study, one
As the destruction of this kind of form occur to adapt to antivibrator and go out in the dowel root at several millimeters of anchor slab, therefore the form
The larger situation of power.
2. the form of buried plate+anchoring shaped steel, i.e., correspond to the position setting shaped steel of antivibrator on buried plate, and section steel flange is just right
The end weld seam of coupling beam formula antivibrator or the edge of a wing, this kind of form can undertake larger internal force, but there are problems that following two：
(1) as anchoring needs, the edge of a wing for anchoring shaped steel is frequently necessary to stretch in vertical member, with vertical member in it is vertical
Muscle is clashed, and brings very big inconvenience to construction.
(2), when antivibrator exerts oneself larger, material usage is higher for this kind of form.
For this purpose, this utility model can undertake larger internal force there is provided one kind, waterless planographic part is stretched in vertical member, construction
It is convenient, and the attachment structure of the relatively low coupling beam formula antivibrator of material usage.
Utility model content
The purpose of this utility model is the defect for overcoming prior art, there is provided a kind of coupling beam formula damper connecting structure,
For reliable anchoring coupling beam formula antivibrator.
The technical scheme for realizing above-mentioned purpose is：A kind of coupling beam formula damper connecting structure is provided, first is arranged at vertical
In the armored concrete tie-beam stretched out in component and the second vertical member, it is characterised in that including being connected to the company
Two switching beams at beam type antivibrator two ends, two switching beam are connected to first vertical member and described second vertical
On the vertical muscle of the level of the armored concrete tie-beam of component；The switching beam includes：
I-beam, with the first relative edge of a wing and second edge of a wing and is connected to first edge of a wing and second wing
Web between edge, first edge of a wing are fixed on the coupling beam formula antivibrator；
For the vertical muscle connecting plate of the vertical muscle connection of the level, located at the opposite end of the web；And
Buried plate ribbed stiffener, between first edge of a wing and the web.
The beneficial effect of this utility model coupling beam formula damper connecting structure：
By arranging switching beam in the end of armored concrete tie-beam, by the vertical muscle of level in armored concrete tie-beam
Be connected on switching beam, the pulling force produced by the moment of flexure of coupling beam formula antivibrator is resisted using the vertical muscle of the level so that this practicality
New one side can bear larger internal force；Another aspect convenient construction, due to the horizontal plate member not goed deep in vertical member,
Facilitate the construction and installation of the vertical vertical muscle in vertical member；Another further aspect saves labor and materials, directly can be connected using armored concrete
The anchor that the vertical muscle of the stress in beam is anchored as bending resistance is connect, the labor and materials of most of bending resistance anchoring are saved.
This utility model coupling beam formula damper connecting structure further improvement is that first edge of a wing is away from the company
The side of beam type antivibrator is provided with peg.
This utility model coupling beam formula damper connecting structure further improvement is that the both sides of the web are provided with bolt
Nail.
This utility model coupling beam formula damper connecting structure further improvement is that, the water of the vertical muscle connecting plate
On flat vertical muscle, hoop is provided with encryption stirrup.
Further improvement is that for this utility model coupling beam formula damper connecting structure, is also included on the switching beam
Shear resistance system, the shear resistance system includes：
Shear resisting board, one end are fixed on second flange plate, and the other end is placed in first vertical member and second vertical
In component, the shear resisting board is arranged along the bearing of trend of first vertical member and second vertical member；Shearing resistance is put more energy into
Plate, is placed in first vertical member and the second vertical member on the shear resisting board.
Further improvement is that for this utility model coupling beam formula damper connecting structure, offers on the shear resisting board and supplies
The perforation that the horizontal hoop of one vertical member and the second vertical member wears.
Further improvement is that for this utility model coupling beam formula damper connecting structure, it is described to bore a hole as long slot bore.
This utility model coupling beam formula damper connecting structure further improvement is that the shear resisting board is provided with and supplies coagulation
What soil was bonded bonds part.
This utility model coupling beam formula damper connecting structure further improvement is that, it is described bond part for reinforce peg or
Person bonds muscle.
Description of the drawings
The first structural representation of Fig. 1 for this utility model coupling beam formula damper connecting structure.
Second structural representations of the Fig. 2 for this utility model coupling beam formula damper connecting structure.
Switching beam structure charts of the Fig. 3 for this utility model coupling beam formula damper connecting structure.
Fig. 4 is A-A profiles in Fig. 2.
Fig. 5 is B-B profiles in Fig. 2.
A kind of installation effect figures of the Fig. 6 for this utility model coupling beam formula damper connecting structure.
Another kind of installation effect figures of Fig. 6 a for this utility model coupling beam formula damper connecting structure.
Specific embodiment
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
Fig. 1, Fig. 2 and Fig. 3 are referred to, Fig. 1 shows the first knot of this utility model coupling beam formula damper connecting structure
Structure schematic diagram；Fig. 2 shows second structural representation of this utility model coupling beam formula damper connecting structure；Fig. 3 shows
The switching beam structure chart of this utility model coupling beam formula antivibrator.Fig. 1, Fig. 2 and Fig. 3 express the resistance of this utility model coupling beam formula respectively
Buddhist nun's device attachment structure structural representation in varied situations.Fig. 1 and Fig. 2 is longer for armored concrete tie-beam, switching beam
The difference of situation about being introduced in vertical member, Fig. 1 and Fig. 2 is this utility model in Fig. 2 this utility model in FIG
On the basis of be mounted with shear resistance system, in addition to shear resistance system, other structures, part, function phase are same.Fig. 3 is used for reinforced concrete
Native tie-beam is shorter, the situation that switching beam is entered in vertical member.
Understand with reference to Fig. 2, Fig. 3, Fig. 4 and Fig. 5, this utility model provides a kind of coupling beam damper connecting structure, if
It is placed in the armored concrete tie-beam stretch out in the first vertical member and the second vertical member, as coupling beam formula antivibrator
With the connector of armored concrete tie-beam.
This utility model includes two switching beams for being connected to coupling beam formula antivibrator two ends, switching beam and coupling beam formula antivibrator
1 two ends connection.Switching beam is connected on the vertical muscle 9 of level of armored concrete tie-beam, is reached waterless planographic part and is stretched into vertically
Effect in component, after the completion of the connection, then the casting and compacting of concrete molding for carrying out armored concrete tie-beam.Wherein,
Switching beam includes that the I-beam connected for coupling beam formula antivibrator, vertical muscle connecting plate 4 and buried plate for the vertical connection of muscle 9 of level are put more energy into
Plate 5.
Hereinafter said modules are described in detail：
Coupling beam formula antivibrator 1 between first, second vertical structure is band type damper, and coupling beam formula antivibrator is by connection
End plate 1a is connected with switching beam, and connection end plate 1a is fixed on first edge of a wing 2.Specific coupling beam formula antivibrator 1 includes：Located at first
The first damping sheet on the switching beam of vertical member and the second vertical member；It is respectively arranged on two second of the first damping sheet two ends
Damping sheet；The connection end plate 1a being provided between two the second damping sheets, connection end plate 1a are fixed on first edge of a wing 2.
Switching beam includes I-beam, and the I-beam includes the first relative edge of a wing 2 and second edge of a wing 6, and is arranged at the
Web 3 between one edge of a wing 2 and second edge of a wing 6.Preferably, web is rectangular slab, with two the first relative sides and two
The second relative side.Wherein, first edge of a wing 2 and second edge of a wing 6 are respectively arranged on two the first relative sides of web 3, and first
Coupling beam formula antivibrator is fixed on the edge of a wing 2.
Preferably, flange plate is selected on first edge of a wing 2 and second edge of a wing 6.One plate face on wherein first edge of a wing 2 is fixed on
Coupling beam formula antivibrator, another plate face are fixed on web 3.
Vertical muscle connecting plate 4 is connected to first edge of a wing 2 and web 3, connects for the vertical muscle 9 of level in armored concrete tie-beam
Connect.Specifically, muscle connecting plate 4 is indulged located at the two of web for first edge of a wing 2 and second edge of a wing 6 on the first side of web 3
On individual the second relative side, and it is vertically connected at first edge of a wing 2.
Understand with reference to Fig. 2 and Fig. 4, on the one hand, in order to increase the strength and stiffness on first edge of a wing 2, by coupling beam formula antivibrator 1
Internal force reliable delivery on switching beam, between the web 3 of switching beam and second edge of a wing 2 on be provided with buried plate ribbed stiffener 5.Tool
Body, buried plate ribbed stiffener 5 is in the range of the both sides of web 3, correspondence coupling beam formula antivibrator vertical extension.Preferred web 3
Side is provided with two buried plate ribbed stiffeners 5, and the buried plate ribbed stiffener 5 is fixed on the second flange plate 2, and two buried plate ribbed stiffeners 5
Relative position highly corresponds respectively to the upper edge of coupling beam formula antivibrator and lower edge.
The distance between first edge of a wing 2 and second edge of a wing 6 when I-beam less when, buried plate ribbed stiffener 5 may extend to the
Two edges of a wing 6, and be attached thereto.The vertical muscle 9 of level be set to it is multiple rows of constantly, buried plate ribbed stiffener 5 can with vertical muscle connecting plate 4 one
Sample, the fixation for the vertical muscle 9 of level provide joint face.
Fig. 1 and Fig. 3 is refer to further, when armored concrete tie-beam is shorter, I-beam is vertical into first, second
In component, in order to not weaken the web 3 of I-beam, the position of first, second vertical member in horizontal hoop is corresponded on web 3
Stirrup connecting plate 7 is set, and the stirrup connecting plate 7 is located at 3 both sides of web, vertical with web 3.The horizontal hoop is fixed on stirrup
On connecting plate 7, the bonding strength of switching beam and first, second vertical member is strengthened.
Fig. 3, Fig. 4 and Fig. 5 are referred to, switching beam needs casting concrete to form beams of concrete after the installation is complete, is
The Shear transfer that switching beam can be subject to is damped away from coupling beam formula on first edge of a wing 2 in armored concrete tie-beam
Peg 8 is provided with the both sides of web 3 in the plate face of device.
Further, break in order to the shearing that the peg 8 for preventing switching beam is transmitted produces splitting to armored concrete tie-beam
It is bad, therefore on switching beam, peg 8 is produced on armored concrete tie-beam in the range of splitting impact, is connected in armored concrete
Setting encryption stirrup 10 is connect, specific encryption stirrup 10 hoop is on the outside of the vertical muscle 9 of the level of vertical muscle connecting plate 4 (such as Fig. 3 institutes
Show, encrypt outer layer of the stirrup hoop located at two vertical muscle connecting plates on web 3).The encryption stirrup 10 is in armored concrete tie-beam
The interior first, second vertical member direction connected from first edge of a wing, 2 position to armored concrete tie-beam extends certain length
In the range of, encryption stirrup 10 has been arranged side by side, the expanded range for encrypting stirrup 10 is equal to the half that armored concrete connects deck-molding
For optimal.
As shown in Fig. 2 when the shear resistance of armored concrete tie-beam is inadequate, i.e., shearing resistance dress is arranged on switching beam
Put to strengthen shearing resistance.Specifically, shear resistance system includes shear resisting board 12 and shearing resistance ribbed stiffener 11.One end of shear resisting board 12 is fixed on
On second edge of a wing 6 of I-beam, the other end is placed in first, second vertical structure.Preferably, shear resisting board 12 is fixed on second wing
The position of edge 6, is right against the position that web 3 is fixed on second edge of a wing 6.Shearing resistance ribbed stiffener 11 is vertical at the plate of the shear resisting board 12
It is placed on face in the first vertical structure and the second vertical structure.Shearing resistance ribbed stiffener 11 is vertical with shear resisting board 12, is to increase
The stability of shear resisting board 12.Preferably, two shearing resistance ribbed stiffeners 11 are interval with shear resisting board 12.
In order to strengthen the bond stress of shear resisting board 12 and concrete, shear resisting board 12 to be provided with and bond part for what concrete was bonded
14.Preferably, it is reinforcing bar or peg on shear resisting board 12 to bond part 14.One better embodiment is in shear resisting board 12
In the vertical direction arranges four reinforcing bars 14 near lower edges, horizontally in 12 both sides of shear resisting board.
The horizontal hoop (this is building general knowledge) for meeting building intensity, shear resisting board are provided with first, second vertical member
12 when stretching in first, second vertical member, in order to avoid the position with horizontal hoop conflicts, on shear resisting board 12 first,
In the range of second vertical member, the horizontal hoop position of corresponding first, second vertical member arranges perforation 13, to facilitate first,
The colligation construction of horizontal hoop in second vertical member.Preferably, perforation 13 is long slot bore.
Fig. 6 and Fig. 6 a are referred to, this utility model can do various reasonable change according to practice of construction on architecture basics.
As shown in fig. 6, Fig. 6 shows a kind of installation effect figure of this utility model coupling beam formula damper connecting structure；Fig. 6
In, in first, second vertical member, switching beam is not projected in first, second vertical structure, may there is itself
Shearing resistance not enough, therefore is additionally arranged shear resistance system.Specifically, two are interval between the switching beam of first, second vertical structure
Individual coupling beam formula antivibrator 1.This is described as a example by sentencing two coupling beam formula antivibrators 1, but answers not limited to this, and workmen can be with
According to practice of construction situation, reasonable change is carried out in objective of the present utility model.
As shown in Figure 6 a, Fig. 6 a show another kind of installation effect of this utility model coupling beam formula damper connecting structure
Figure；Switching beam is extend in first, second vertical structure, when switching beam shearing resistance is enough, is pacified on switching beam on second edge of a wing 2
Two coupling beam formula antivibrators 1 are filled.
This utility model coupling beam formula damper connecting structure has the beneficial effect that：
By arranging switching beam in the end of armored concrete tie-beam, by the vertical muscle of level in armored concrete tie-beam
Be connected on switching beam, the pulling force produced by the moment of flexure of coupling beam formula antivibrator is resisted using the vertical muscle of the level.The attachment structure
With following three beneficial effects：
1st, larger internal force can be born, due to having passed through peg in the range of switching beam by Shear transfer to reinforced concrete
Native tie-beam, therefore the vertical muscle as dowel is subjected only to pulling force, has given full play to the resistance to tension of vertical muscle.
2nd, convenient construction, due to the horizontal plate member not goed deep in vertical member, facilitates vertical vertical in vertical member
The construction and installation of muscle.
3rd, labor and materials are saved, the anchor that directly can be anchored by the use of the vertical muscle of stress in armored concrete tie-beam as bending resistance,
Save the labor and materials of most of bending resistance anchoring.
This utility model is described in detail above in association with accompanying drawing embodiment, those skilled in the art can root
Many variations example is made to this utility model according to described above.Thus, some of embodiment details should not be constituted to this practicality
New restriction, this utility model is by the scope defined using appended claims as protection domain of the present utility model.
Claims (9)
1. a kind of coupling beam formula damper connecting structure, the steel stretched out in being arranged at the first vertical member and the second vertical member
In reinforced concrete tie-beam, it is characterised in that including two switching beams for being connected to the coupling beam formula antivibrator two ends, described two turns
Connect the level that beam is connected to the armored concrete tie-beam of first vertical member and second vertical member
On vertical muscle；The switching beam includes：
I-beam, with the first relative edge of a wing and second edge of a wing and be connected to first edge of a wing and second edge of a wing it
Between web, the coupling beam formula antivibrator is fixed on first edge of a wing；
For the vertical muscle connecting plate of the vertical muscle connection of the level, located at the opposite end of the web；And
Buried plate ribbed stiffener, between first edge of a wing and the web.
2. coupling beam formula damper connecting structure according to claim 1, it is characterised in that：First edge of a wing is away from described
The side of coupling beam formula antivibrator is provided with peg.
3. coupling beam formula damper connecting structure according to claim 1, it is characterised in that：The both sides of the web are provided with bolt
Nail.
4. coupling beam formula damper connecting structure according to claim 1, it is characterised in that：The vertical muscle connecting plate it is described
On the vertical muscle of level, hoop is provided with encryption stirrup.
5. coupling beam formula damper connecting structure according to claim 1, it is characterised in that：Also include located at the switching beam
On shear resistance system, the shear resistance system includes：
Shear resisting board, one end are fixed on second flange plate, and the other end is placed in first vertical member and the second vertical member
In, the shear resisting board is arranged along the bearing of trend of first vertical member and second vertical member；
Shearing resistance ribbed stiffener, is placed in first vertical member and the second vertical member on the shear resisting board.
6. coupling beam formula damper connecting structure according to claim 5, it is characterised in that：Confession is offered on the shear resisting board
The perforation that the horizontal hoop of the first vertical member and the second vertical member wears.
7. coupling beam formula damper connecting structure according to claim 6, it is characterised in that：The perforation is long slot bore.
8. coupling beam formula damper connecting structure according to claim 5, it is characterised in that：The shear resisting board is provided with for mixed
What solidifying soil was bonded bonds part.
9. coupling beam formula damper connecting structure according to claim 8, it is characterised in that：It is described to bond part to reinforce peg
Or bond muscle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621077925.7U CN206053033U (en) | 2016-09-23 | 2016-09-23 | A kind of coupling beam formula damper connecting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621077925.7U CN206053033U (en) | 2016-09-23 | 2016-09-23 | A kind of coupling beam formula damper connecting structure |
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| Publication Number | Publication Date |
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| CN206053033U true CN206053033U (en) | 2017-03-29 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201621077925.7U Active CN206053033U (en) | 2016-09-23 | 2016-09-23 | A kind of coupling beam formula damper connecting structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565830A (en) * | 2019-09-06 | 2019-12-13 | 重庆中科建设（集团）有限公司 | construction method for mounting assembled type coupling beam damper in advance |
| CN112459276A (en) * | 2020-10-29 | 2021-03-09 | 共享钢构有限责任公司 | Section steel damper and manufacturing method and using method thereof |
-
2016
- 2016-09-23 CN CN201621077925.7U patent/CN206053033U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565830A (en) * | 2019-09-06 | 2019-12-13 | 重庆中科建设（集团）有限公司 | construction method for mounting assembled type coupling beam damper in advance |
| CN112459276A (en) * | 2020-10-29 | 2021-03-09 | 共享钢构有限责任公司 | Section steel damper and manufacturing method and using method thereof |
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