CN208650312U - It is a kind of to wave the connecting structure of wall with T-type energy consumption part and wave wall - Google Patents
It is a kind of to wave the connecting structure of wall with T-type energy consumption part and wave wall Download PDFInfo
- Publication number
- CN208650312U CN208650312U CN201821277416.8U CN201821277416U CN208650312U CN 208650312 U CN208650312 U CN 208650312U CN 201821277416 U CN201821277416 U CN 201821277416U CN 208650312 U CN208650312 U CN 208650312U
- Authority
- CN
- China
- Prior art keywords
- wall
- energy consumption
- steel
- consumption part
- waving
- 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.)
- Active
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The connecting structure of wall is waved with T-type energy consumption part and wave wall, mainly include T-steel energy consumption part and wall connecting piece the utility model discloses a kind of;The T-steel energy consumption part includes T-steel and limit plate, and the upper and lower part of T-steel web, the limit plate limitation limitation vertical displacement, the displacement in relaxation level direction is arranged in the limit plate;The wall connecting piece is for the upper lower flange of T-steel and limit plate to be connected with wall is waved.T-steel energy consumption part, the energy consumption part form is simple, and easy for installation, energy dissipation capacity is strong, time saving and energy saving, and the energy consumption part is zero welding, can reduce the adverse effect that welding generates energy consumption part.The design of backing plate and limit plate can preferably solve the error of energy consumption part and wall connecting and the highly energy-consuming of wall;The utility model is easy to connect, and energy dissipation capacity is strong, and component is reusable, economical and practical.
Description
Technical field
The utility model belongs to building structure technology field, and in particular to a kind of connection that wall is waved with T-type energy consumption part
It constructs and waves wall including the connecting structure.
Background technique
In recent years, anti-seismic structure design from it is anti-collapse to can repair capsule transformation, and finally develop for recoverable function it is anti-
Shake structure.Restoring functional structure includes swinging structure, runback bit architecture and replaceable element structure etc..Waving wall is one kind around it
The wall that bottom rotates belongs to one kind of swinging structure.Frame waves that wall will wave wall and frame is attached, Ke Yiti
The lateral rigidity of high frame, and prevent local yielding failure mechanism, so that the relative storey displacement of structure is reached unanimity.Wave wall
Damper is arranged between limb can be improved the anti-seismic performance of structure.Research due to waving wall is in the initial development stage, applicable
Consume energy part and its limited with the research of the connecting structure of wall, limits the development that wall system is waved in energy consumption.
Utility model content
In order to solve the technical problems existing in the prior art, the utility model discloses one kind with T-steel energy consumption part
Wave the connecting structure of wall.
The technical solution adopted in the utility model is as follows:
The utility model provides a kind of connecting structure that wall is waved with T-type energy consumption part, mainly includes T-steel energy consumption part
And wall connecting piece;The T-steel energy consumption part includes T-steel and limit plate, and T-steel web is arranged in the limit plate
Upper and lower part, the limit plate limit vertical displacement, the displacement in relaxation level direction;The wall connecting piece is used for will
The upper lower flange of T-steel and limit plate are connected with wall is waved.
It further, further include backing plate, the backing plate reserves enough skies for being mounted between limit plate and wall
Between, avoid T-steel web and wall from generating collision at work;It is equipped with bolt hole on the backing plate, is used for connection.
Further, the limit plate and T-steel web contact jaw are equipped with the gradient, reduce limit plate and T-steel web
Between frictional force, while preventing from colliding during the work time with T-steel web.
Further, T-steel is an integral molding structure.
Further, the T-steel web thickness can use 6-16mm, and the too thin lateral force that will lead to offer is too small, too
Thickness will lead to ductility and become smaller, and energy dissipation capacity weakens;To make web plate section while reaching surrender, section weakening is carried out to web;It examines
The working principle for considering T-steel energy consumption part preferably uses straight line crippled mode, further increases the energy dissipation capacity of energy consumption part.
The utility model additionally provides a kind of wall that waves including the connecting structure, including at least two wave wall,
The wall connecting piece is arranged in described waving on wall, wall connecting piece is connected with T-steel energy consumption part.
When it is described to wave wall be abutment wall wall when, the wall connecting piece is positioned only at wall side comprising even
Perhaps perhaps reinforcement welding length of peg or reinforcing bar on connection fashioned iron need to expire reinforcing bar composition peg for direct type steel and peg
Foot anchoring requires, and is embedded in wall;Connection fashioned iron is connected by bolt with T-steel energy consumption part;
When it is described to wave wall be non-abutment wall wall when, the two sides of wall are arranged in wall connecting piece comprising two points
Not Wei Yu wall two sides connection fashioned iron and elongated reinforcing bar, steel plate or fashioned iron composition, the reinforcing bar steel plate or fashioned iron both ends
It is respectively welded on two connection fashioned iron.
When the wall is abutment wall wall or non-abutment wall wall, connector is interior pre-buried internal thread sleeve, is passed through
Bolt is simple and convenient by T-steel energy consumption part and the internal thread sleeve connection, such connection type.
Further, it is described wave wall be combined wall board or concrete wall, wave be provided on wall longitudinal slotted hole and
Circular hole is connect by bolt with Vierendeel girder;It is that combined wall board built-in fitting part need to be cast-in-place when waving wall.
Further, the pre-buried internal thread sleeve in wall top end, lifting and installation for wall are waved;Two limbs are waved and are set among wall
Set T-steel energy consumption part, the energy dissipation capacity of enhancing structure.
The beneficial effects of the utility model are as follows:
1. wave wall, connector and the T-steel energy consumption part in the utility model are entirely prefabrication, in-site installation, side
Just time saving;Guarantee that wall and connector do not destroy after larger external force, T-steel energy consumption part can be replaced.
2.T fashioned iron energy consumption part, the energy consumption part form is simple, and easy for installation, energy dissipation capacity is strong, time saving and energy saving, and the consumption
Energy part is zero welding, can reduce the adverse effect that welding generates energy consumption part.
3. the design of backing plate and limit plate can preferably solve the error of energy consumption part and wall connecting and the high consumption of wall
It can property;The utility model is easy to connect, and energy dissipation capacity is strong, and component is reusable, economical and practical.
Detailed description of the invention
The accompanying drawings constituting a part of this application is used to provide further understanding of the present application, and the application's shows
Meaning property embodiment and its explanation are not constituted an undue limitation on the present application for explaining the application.
Fig. 1 is a kind of to wave wall schematic diagram with T-steel energy consumption part;
The schematic diagram of Fig. 2 T-steel energy consumption part;
Fig. 3 (a), Fig. 3 (b) are the schematic diagram of T-steel;
Fig. 4 (a), Fig. 4 (b) are the schematic diagram of backing plate;
Fig. 5 (a), Fig. 5 (b) are the schematic diagram of limit plate;
Fig. 6 connects implementation one with T-steel energy consumption part for wall;
Fig. 7 connects implementation two with T-steel energy consumption part for wall;
Fig. 8 is the erection sequence of T-steel energy consumption part;
Specific embodiment
It is noted that following detailed description is all illustrative, it is intended to provide further instruction to the application.Unless another
It indicates, all technical and scientific terms used herein has usual with the application person of an ordinary skill in the technical field
The identical meanings of understanding.
It should be noted that term used herein above is merely to describe specific embodiment, and be not intended to restricted root
According to the illustrative embodiments of the application.As used herein, unless the context clearly indicates otherwise, otherwise singular
Also it is intended to include plural form, additionally, it should be understood that, when in the present specification using term "comprising" and/or " packet
Include " when, indicate existing characteristics, step, operation, device, component and/or their combination;
In order to facilitate narration, if there is "upper", "lower", " left side " " right side " printed words in the utility model, only indicate and attached drawing
The upper and lower, left and right direction of itself is consistent, not to structure rise restriction effect, it is only for convenient for description the utility model and
Simplify description, rather than the equipment of indication or suggestion meaning or element must have a particular orientation, with specific orientation construction
And operation, therefore should not be understood as limiting the present invention.
As background technique is introduced, in recent years, anti-seismic structure design from it is anti-collapse to can repair capsule transformation, and most
Development is recoverable function anti-seismic structure eventually.Restoring functional structure includes swinging structure, runback bit architecture and replaceable component knot
Structure etc..Waving wall is a kind of wall to rotate around its bottom, belongs to one kind of swinging structure.Frame, which waves wall, will wave wall
It is attached with frame, the lateral rigidity of frame can be improved, and prevent local yielding failure mechanism, make the layer of structure
Between be displaced and reach unanimity.Waving setting damper between wall limb can be improved the anti-seismic performance of structure.At research due to waving wall
In the initial development stage, applicable energy consumption part and its limited with the connecting structure research of wall limits energy consumption and waves wall system
Development, in order to solve technical problem as above, the connecting structure and wave wall that present applicant proposes a kind of for waving wall.
It is as shown in Figs 1-4, a kind of to wave wall with T-steel energy consumption part in a kind of typical embodiment of the application,
It mainly include wall 1, T-steel energy consumption 2, wall connecting piece 3.The form to wave wall easy for assemble or unload, wall is reused,
A kind of energy dissipation capacity with Novel T-shaped steel energy consumption part enhancing structure being easily changed.
As shown in Figure 1, the wall 1 for waving wall can choose normal concrete wall;Also light weight, heat preservation be can choose
The combined wall board of better performances, wall 1 can provide lateral rigidity, so that the relative storey displacement of structure tends to uniformly, layer be avoided to surrender
Mechanism;It is wherein provided with vertical slotted hole 11 on wall 1 and is used to connect with beam with circular hole 12, vertical slotted hole 11 and circular hole 12 are in frame
It sets a roof beam in place and corresponds to the position at wall horizontal line center at center line absolute altitude, realize that wall beam is hinged, guarantee wall swing function, it is vertical long
Circular hole 11 guarantees to loosen vertical displacement in wall rocking process;The 1 pre-buried internal thread sleeve 13 in top of wall, for lifting and installing;
The position that wall 1 installs built-in fitting is provided with groove 14, prevents the collision of T-steel energy consumption part and wall in rocking process.
As shown in Fig. 2, this waves wall with a kind of new steel plate bending energy-wasting part -- T-steel energy consumption part 2, T-steel energy consumption
Part 2 is mainly cut by corresponding fashioned iron, can avoid improving at mainly energy consumption position because welding the adverse effect for consuming energy to steel plate bending
Energy dissipation capacity;To make web plate section while reaching surrender, section weakening is carried out to web, considers that the work of T-steel energy consumption part is former
Reason preferably uses straight line crippled mode, further increases the energy dissipation capacity of energy consumption part;T-steel consumes energy part 2 by T-steel 21, backing plate
22, limit plate 23 forms;
As shown in Figure 2;The connection of the cantilever end and wall 1 of T-steel energy consumption part 2 passes through backing plate 22, limit plate 23 and wall
Body connector 3 connects, and this connection type is convenient and simple, may be allowed biggish error, is readily disassembled replacement.
Shown in Fig. 3 (a), Fig. 3 (b), 21 web thickness of T-steel can use 6-16mm, the too thin lateral force that will lead to offer
Too small, the too thick ductility that will lead to becomes smaller, and energy dissipation capacity weakens;To make web plate section while reaching surrender, section is carried out to web
Weaken, considers that the working principle of T-steel energy consumption part preferably uses straight line crippled mode, further increase the energy consumption energy of energy consumption part
Power;T-steel 21 is equipped with bolt hole 211, for connecting with connecting plate 3.
It is the schematic diagram of backing plate 22 shown in Fig. 4 (a), Fig. 4 (b), backing plate 22 is used to reserve between limit plate and wall
Enough spaces avoid T-steel web and wall from generating collision at work, and backing plate is equipped with bolt hole 321, make for connection
With.
Fig. 5 (a) Fig. 5 (b) is the schematic diagram of limit plate 23, and limit plate 23 is for limiting vertical displacement, relaxation level side
To displacement.The gradient 232 is arranged in limit plate end, reduces the frictional force between limit plate and T-steel web;Limit plate is provided with length
Circular hole 231 facilitates installation, installation question caused by avoiding because of mismachining tolerance.
Fig. 6 is the schematic diagram of the wall connecting piece 3 for the implementation one that wall 1 and T steel energy consumption part 2 connect, Yi Zhongwei
Abutment wall wall connecting piece 31 is mainly made of connection fashioned iron 33 and peg 311, and peg 311 is welded on connection fashioned iron 33, peg
Length need to meet anchoring require, be embedded in wall 2;One kind be non-abutment wall wall connecting piece 32, by two connection fashioned iron 35,
36 and elongated reinforcing bar 321 (or steel plate or fashioned iron) composition, 321 both ends of reinforcing bar be respectively welded at connection fashioned iron 35 and connection fashioned iron
On 36, it is ensured that enough anchoring strengths avoid connector from extracting;It connects fashioned iron 33,35,36 and is equipped with bolt hole 34 and T
Fashioned iron energy consumption part connection.
Fig. 7 is the implementation two that wall 1 and T steel energy consumption part 2 connect, the pre-buried internal thread sleeve of corresponding position in wall
41, the two is connected by bolt.
Fig. 8 is scheme of installation, and this installation method for waving wall with T-steel energy consumption part is as follows:
It 1, will be in the wall 2 of factory's built-in connection 4 lifting to design by internal thread sleeve 23 after installing frame beam column
In position;
2, the connection of wall beam is sequentially connected from the bottom up, first install 22 position screw rod of circular hole, tightened with nut, according to from
Under sequence up the bolt at longitudinal slotted hole 21 is installed, wall beam installs;
3, the installation of T-steel energy consumption part, attention sequence when installation, once mounting from top to bottom, as shown in figure 5, specifically
Erection sequence is as follows:
(1) first installation T-type plate a1 and limit c2 plate, T-type plate top flange bolt are tightened, lower flange (at limit plate c2) bolt
It does not tighten;
(2) backing plate b1 and limit plate c1 is installed, the cutting face contact T-type plate a1 web upper surface of limit plate c1 is made;
(3) T-type plate a2 and limit plate c3 and limit plate c4 is installed, the bolt of the top flange T-type plate a2 is tightened, and limit plate c3 is made
1 web of cutting face contact T-type plate lower surface, the bolt of lower flange do not tighten;
(4) lower flange T-type plate a1 (at limit plate c2) bolt is tightened simultaneously in (3) step, makes cuing open for limit plate c2
The upper surface of section contact T-type plate a2 web;
(5) it is successively installed according to the step of (1)-(4).
4, the wall that waves with T-steel Wasted-energy steel plate installs.
The foregoing is merely preferred embodiment of the present application, are not intended to limit this application, for the skill of this field
For art personnel, various changes and changes are possible in this application.Within the spirit and principles of this application, made any to repair
Change, equivalent replacement, improvement etc., should be included within the scope of protection of this application.
Claims (10)
1. a kind of connecting structure for waving wall with T-type energy consumption part, which is characterized in that mainly include T-steel energy consumption part and wall
Connector;The described T-steel energy consumption part includes T-steel and limit plate, the limit plate be arranged in T-steel web top and
Lower part, the limit plate limitation limitation vertical displacement, the displacement in relaxation level direction;The wall connecting piece is used for T
The upper lower flange of fashioned iron and limit plate are connected with wall is waved.
2. a kind of connecting structure for waving wall with T-type energy consumption part as described in claim 1, which is characterized in that further include pad
Plate, the backing plate are reserved in enough spaces for being mounted between limit plate and wall.
3. a kind of connecting structure for waving wall with T-type energy consumption part as described in claim 1, which is characterized in that the limit
Position plate and T-steel web contact jaw are equipped with the gradient.
4. a kind of connecting structure for waving wall with T-type energy consumption part as described in claim 1, which is characterized in that the T-type
Steel is an integral molding structure.
5. a kind of connecting structure for waving wall with T-type energy consumption part as described in claim 1, which is characterized in that the T-type
Steel web thickness can use 6-16mm.
6. a kind of wave wall including connecting structure described in claim 1-5, which is characterized in that wall is waved including at least two,
The wall connecting piece is set on wall in described waving, and wall connecting piece is connected with T-steel energy consumption part.
7. waving wall as claimed in claim 6, which is characterized in that when it is described to wave wall be abutment wall wall when, the wall
Body connector is positioned only at wall side comprising perhaps reinforcing bar constitutes peg or reinforcement welding exists for connection fashioned iron and peg
It connects on fashioned iron, the length of peg or reinforcing bar need to meet anchoring and require, and be embedded in wall;It connects fashioned iron and passes through bolt and T
Fashioned iron energy consumption part is connected.
8. waving wall as claimed in claim 6, which is characterized in that when it is described to wave wall be non-abutment wall wall when comprising
Two connection fashioned iron for being located at wall two sides and elongated reinforcing bar, steel plate or fashioned iron composition, the reinforcing bar, steel plate or type
Steel both ends are respectively welded on two connection fashioned iron.
9. waving wall as claimed in claim 6, which is characterized in that the wall is abutment wall wall or non-abutment wall wall
When, connector is interior pre-buried internal thread sleeve, and T-steel is consumed energy part and the internal thread sleeve connection by bolt.
10. waving wall as claimed in claim 6, which is characterized in that the wall that waves is combined wall board or concrete wall,
It waves and is provided with longitudinal slotted hole and circular hole on wall, connect by bolt with Vierendeel girder;It is combined wall board built-in fitting portion when waving wall
Dividing need to be cast-in-place;Wave the pre-buried internal thread sleeve in wall top end, lifting and installation for wall;Two limbs, which wave, is arranged T-steel among wall
Consume energy part, the energy dissipation capacity of enhancing structure.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821277416.8U CN208650312U (en) | 2018-08-08 | 2018-08-08 | It is a kind of to wave the connecting structure of wall with T-type energy consumption part and wave wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821277416.8U CN208650312U (en) | 2018-08-08 | 2018-08-08 | It is a kind of to wave the connecting structure of wall with T-type energy consumption part and wave wall |
Publications (1)
Publication Number | Publication Date |
---|---|
CN208650312U true CN208650312U (en) | 2019-03-26 |
Family
ID=65788658
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201821277416.8U Active CN208650312U (en) | 2018-08-08 | 2018-08-08 | It is a kind of to wave the connecting structure of wall with T-type energy consumption part and wave wall |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN208650312U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108951910A (en) * | 2018-08-08 | 2018-12-07 | 山东大学 | It is a kind of to wave the connecting structure of wall with T-type energy consumption part and wave wall |
-
2018
- 2018-08-08 CN CN201821277416.8U patent/CN208650312U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108951910A (en) * | 2018-08-08 | 2018-12-07 | 山东大学 | It is a kind of to wave the connecting structure of wall with T-type energy consumption part and wave wall |
CN108951910B (en) * | 2018-08-08 | 2024-03-05 | 山东大学 | Connection structure and swing wall with T type energy dissipation piece swing wall |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN108951910A (en) | It is a kind of to wave the connecting structure of wall with T-type energy consumption part and wave wall | |
CN109972538B (en) | Steel plate inner filling material combined reinforced concrete bridge structure and construction technology | |
CN208650312U (en) | It is a kind of to wave the connecting structure of wall with T-type energy consumption part and wave wall | |
CN108589914A (en) | A kind of Self-resetting frame structure and construction method | |
CN208981172U (en) | A kind of bridge strengthening Corrosion Reinforcement bracing means | |
CN201169752Y (en) | Steel structure anchoring steering system of external prestress for reinforcing old bridge | |
CN104481165B (en) | Reinforced beam affixing steel plate pressurization fixing device and reinforcement means | |
CN101487344B (en) | Transverse stretching method for prestressed fiber cloth reinforced concrete column | |
CN108625492A (en) | The Self-resetting laminated structure bean column node of replaceable friction energy dissipation device | |
CN109339237A (en) | A kind of girder steel-concrete column Self-resetting energy dissipating node | |
CN206267356U (en) | A kind of assembled self-resetting swinging steel plate wall structural system | |
CN207959496U (en) | The prefabricated assembled frame structure of prestressing force of automatic control energy consumption | |
CN101463590B (en) | External prestress steel structure and reinforcing means for reinforcing old bridge | |
CN208762895U (en) | Hinge seam bracing means | |
CN210621440U (en) | Assembled rigidity arched bridge | |
CN205577153U (en) | Installation node of wallboard connecting piece and wallboard | |
CN110886185A (en) | Box girder with anchoring device and box girder bridge | |
KR100376162B1 (en) | Advanced TEC beam with unsymmetric steel section | |
KR100809064B1 (en) | The earthquake resistant reinforcement method for preexistence bridges | |
CN115405010A (en) | Energy consumption segment and segment type combined buckling-restrained energy consumption support structure | |
CN201265214Y (en) | Steel plate anchorage block used for external pre-stress reinforcement structure | |
CN208472942U (en) | A kind of Self-resetting frame structure | |
CN207348218U (en) | The replaceable energy consumption connection component of beam-ends of assembly concrete frame | |
CN107447857A (en) | The replaceable power consumption connection component of beam-ends of assembly concrete framework | |
CN207919321U (en) | Changeable type transverse direction wind resisting structure suitable for cable-stayed bridge, suspension bridge |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |