CN207211412U - A kind of assembled wall isolation structure - Google Patents
A kind of assembled wall isolation structure Download PDFInfo
- Publication number
- CN207211412U CN207211412U CN201721069604.7U CN201721069604U CN207211412U CN 207211412 U CN207211412 U CN 207211412U CN 201721069604 U CN201721069604 U CN 201721069604U CN 207211412 U CN207211412 U CN 207211412U
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- China
- Prior art keywords
- wall
- crossbeam
- ground
- isolation structure
- steel plate
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- 238000002955 isolation Methods 0.000 title claims abstract description 29
- 230000035939 shock Effects 0.000 claims abstract description 39
- 238000009413 insulation Methods 0.000 claims abstract description 11
- 238000005192 partition Methods 0.000 claims abstract description 9
- 238000000926 separation method Methods 0.000 claims abstract description 3
- 229910000831 Steel Inorganic materials 0.000 claims description 105
- 239000010959 steel Substances 0.000 claims description 105
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 29
- 238000003466 welding Methods 0.000 claims description 13
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 239000004567 concrete Substances 0.000 claims description 2
- 239000000872 buffer Substances 0.000 abstract description 4
- 238000006073 displacement reaction Methods 0.000 description 10
- 238000010008 shearing Methods 0.000 description 10
- 230000000694 effects Effects 0.000 description 6
- 238000000034 method Methods 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 238000013016 damping Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000013475 authorization Methods 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000001066 destructive effect Effects 0.000 description 1
- 230000005283 ground state Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model provides a kind of assembled wall isolation structure, including wall ground and setting on the ground, the wall both sides have been respectively fixedly connected with crossbeam, the earthquake isolating equipment for support beam is provided with the ground, the wall lower end offers the separation that partition grooves realize wall and ground.Partition grooves can be opened up in wall lower end in the wall both sides connecting cross beam and earthquake isolating equipment to have completed, earthquake isolating equipment separates wall and ground, and when earthquake does not occur, the earthquake isolating equipment and crossbeam of wall both sides can be supported to wall；During generation earthquake, seismic energy is passed to earthquake isolating equipment by ground, and earthquake isolating equipment can buffer seismic energy, make seismic energy only have fraction to pass to wall, and function of shock insulation is played to wall.The isolation structure may be mounted on the wall to have completed.
Description
Technical field
Architectural vibration-insulation technology is the utility model is related to, is a kind of assembled wall isolation structure in particular.
Background technology
In various natural calamities, earthquake is most sudden and destructive.Earthquake can apply seismic force to works,
Influence of the wherein horizontal seismic force to building is maximum, easily causes the structure collapses of building, causes greatly economic damage
Mistake and casualties.Shock insulation is a kind of shatter-proof form of new building structure, by setting shock insulation in certain layer of capital in house
Pad, geological process is prevented to weaken action effect of the earthquake to superstructure to superstructure transmission so as to reach.
At present, Authorization Notice No. CN105625598A Chinese patent discloses earthquake isolating equipment and Seismic Isolation of Isolation Layer knot under a kind of wall
Structure, earthquake isolating equipment includes being arranged on the lower ground collar tie beam below Shangdi collar tie beam and Shangdi collar tie beam below wall under the wall, lowerly
Every beam top of collar tie beam is arranged at intervals with the teeth groove of at least two transverse horizontals insertion vertically, close to teeth groove two side point
Wall lower ring beam isolation cushion is not installed, wall lower ring beam vibration isolator upper surface is higher than lower ground collar tie beam upper surface, every of Shangdi collar tie beam
The bottom of beam is provided with the double wedge of embedded correspondence position teeth groove, and Shangdi collar tie beam is sitting on wall lower ring beam isolation cushion.
In above-mentioned technical proposal, the Seismic Isolation of Isolation Layer structure is located at below wall, it is necessary to the structure be preset in underground, then at this
Construction wall in structure.The shock insulation Rotating fields can not be arranged on the wall that has completed, prior art exist it is improved not
Foot part.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of assembled wall shock insulation knot
Structure, it may be mounted on the wall to have completed.
The utility model provides following technical scheme to achieve the above object：Including ground and set on the ground
Wall, the wall both sides have been respectively fixedly connected with crossbeam, and the earthquake isolating equipment for support beam, institute are provided with the ground
State wall lower end and offer the separation that partition grooves realize wall and ground.
By using above-mentioned technical proposal, in the wall both sides connecting cross beam and earthquake isolating equipment to have completed, opened in wall lower end
If partition grooves, earthquake isolating equipment separates wall and ground, and when earthquake does not occur, the earthquake isolating equipment and crossbeam of wall both sides can be with
Wall is supported；During generation earthquake, seismic energy is passed to earthquake isolating equipment by ground, and earthquake isolating equipment can buffer seismic energy
Amount, makes seismic energy only have fraction to pass to wall, function of shock insulation is played to wall.The isolation structure may be mounted at complete
On the wall of work.
It is of the present utility model to be further arranged to：The crossbeam is reinforced beam or girder steel.
By using above-mentioned technical proposal, reinforced beam or girder steel are respectively provided with preferable structural strength, being capable of shape
Into stable support, the phenomenon of deformation or fracture is not susceptible to, wall and earthquake isolating equipment consolidate connection, obtain wall good
Isolating affection.
It is of the present utility model to be further arranged to：Crossbeam and the wall corner is provided with angle steel, angle steel and crossbeam it
Between, fixed by connector between angle steel and wall.
By using above-mentioned technical proposal, angle steel is fixed with wall and crossbeam by connector respectively, it is possible to achieve wall
With being fixedly connected for crossbeam.Because angle is right angle between crossbeam and wall, angle steel can be very good to be bonded with wall and crossbeam,
The effect being fixedly connected is preferable.
It is of the present utility model to be further arranged to：The connector include be located between the relative angle steel in wall both sides with
And the screw rod between the relative angle steel in crossbeam both sides, the screw rod both ends are threaded with the lock for fixing the angle steel respectively
Tight nut.
By using above-mentioned technical proposal, connected using screw rod through angle steel with wall, angle steel and crossbeam and screw rod both ends
The fixed form of locking nut, screw rod both ends are fixed by locking nut, are not easily disconnected from so that angle steel and crossbeam, angle steel and wall
Between stable connection, while screw rod also by two pieces of Bolted angle connections together, make the connection between crossbeam and wall more firm.
It is of the present utility model to be further arranged to：The corner of the angle steel has been wholely set rib.
By using above-mentioned technical proposal, in earthquake, wall is being erected by the seismic force of level between wall and angle steel
Angle in straight plane easily changes, and makes the active force of active force that angle steel is easily inwardly extruded or opening and occurs
Deformation, angle of the angle steel in perpendicular is changed, destroy between wall and crossbeam the stability connected.In angle steel
Corner is wholely set rib, and reinforcing angle is allowed to that bigger power can be born on horizontally and vertically, in the water by wall
It is not susceptible to deform during concora crush power, ensures that wall is stably connected with crossbeam.
It is of the present utility model to be further arranged to：The earthquake isolating equipment is shock isolating pedestal.
By using above-mentioned technical proposal, shock isolating pedestal can provide support to wall on vertical, and can pass through itself
Inclination deformation consume the most seismic energy of buffering so that only fraction seismic energy is passed to by shock isolating pedestal
Wall, good isolating affection can be played to wall.
It is of the present utility model to be further arranged to：Shock isolating pedestal includes the top steel plate being connected with crossbeam bottom and connected with ground
The bottom steel plate connect, steel plate layer and rubber layer are arranged alternately between the top steel plate and bottom steel plate.
By using above-mentioned technical proposal, push up steel plate and bottom steel plate be used to connecting shock isolating pedestal and crossbeam, shock isolating pedestal with
Ground；Rubber layer and steel plate layer can provide reliable vertical bearing capacity to wall and crossbeam, in shock isolating pedestal by level
During seismic force, rubber layer can deform upon in the horizontal direction, play the effect of damping, can consume large number of ground and pass to shock insulation
The seismic energy of bearing, allows the energy of the earthquake of fraction to pass to wall by shock isolating pedestal, and shock insulation is played to wall
Effect.
It is of the present utility model to be further arranged to：It is adhesively fixed between rubber layer and steel plate layer by vulcanizing treatment.
By using above-mentioned technical proposal, rubber layer and steel plate layer after vulcanizing treatment can be prevented by being adhesively fixed
There is steel plate layer and relative displacement occurs with rubber layer, steel plate layer can not drive the situation that rubber layer deforms upon.
It is of the present utility model to be further arranged to：The top steel plate is fixed with crossbeam lower surface by WELDING STUDS.
By using above-mentioned technical proposal, when shock isolating pedestal is deforming upon in level, easily cause to push up steel plate
Skew in level, the WELDING STUDS being connected between top steel plate and crossbeam need to bear larger shearing, and WELDING STUDS supports to shearing
Anti- ability is stronger, can be used for connecting top steel plate and crossbeam without by fail in shear, and WELDING STUDS and girder steel or beams of concrete
It can connect.
It is of the present utility model to be further arranged to：Fixed between the bottom steel plate and ground by shear studs.
By using above-mentioned technical proposal, threaded connection can be fixedly connected with the ground bottom steel plate, due to earthquake after
Shake bearing bears greater level shearing, and the bolt connected between bottom steel plate and ground is needed to bear larger shearing, therefore selection can be held
By the shear studs of larger shearing.
In summary, the utility model has the advantages that：The assembled isolation structure is used for the wall of completion,
By installing crossbeam on wall, fixed between wall and crossbeam with angle steel, screw rod and locking nut, stable connection.Crossbeam
Shock isolating pedestal is provided between ground, the partition grooves positioned at wall lower end cause shock isolating pedestal be connected to wall and ground it
Between, shock isolating pedestal can apply isolating affection to wall, and the isolation structure is realized in the installation on wall of having completed.
Brief description of the drawings
Fig. 1 is a kind of overall schematic of assembled wall isolation structure；
Fig. 2 is a kind of front view of assembled wall isolation structure；
Fig. 3 is the structural representation of rubber layer and steel plate layer occurred level displacement；
Fig. 4 is a kind of front section view of assembled wall isolation structure.
In figure：1st, wall；11st, partition grooves；2nd, crossbeam；3rd, ground；4th, angle steel；41st, rib；5th, screw rod；51st, locking screw
It is female；6th, shock isolating pedestal；61st, steel plate is pushed up；62nd, bottom steel plate；63rd, rubber layer；64th, steel plate layer；7th, WELDING STUDS；8th, shear studs.
Embodiment
Below in conjunction with accompanying drawing, the utility model is described in further detail.
As shown in figure 1, a kind of assembled wall isolation structure, including ground 3 and the wall 1 that is arranged on ground 3, wall
The both sides of body 1 are connected with horizontally disposed crossbeam 2, and shock isolating pedestal 6 is connected between crossbeam 2 and ground 3, and crossbeam 2 is used for connection wall
Body 1 and shock isolating pedestal 6.With reference to Fig. 2, partition grooves 11 are opened up in the lower end of wall 1, make to separate between wall 1 and ground 3, shock insulation branch
Seat 6 may be mounted between ground 3 and wall 1, and shock isolating pedestal 6 can be with support beam 2 and wall 1, while can buffer earthquake
Power, wall 1 is protected, reduce destruction of the seismic force to wall 1.
As shown in Fig. 2 shock isolating pedestal 6 include being connected on ground 3 bottom steel plate 62, be connected to the top of the bottom face of crossbeam 2
Steel plate 61, steel plate layer 64 and rubber layer 63 are arranged alternately between bottom steel plate 62 and top steel plate 61.Push up steel plate 61 be used for connect every
Shake bearing 6 is used to connect shock isolating pedestal 6 and ground 3 with crossbeam 2, bottom steel plate 62；Rubber layer 63 and steel plate layer 64 can be to walls 1
Reliable vertical bearing capacity is provided with crossbeam 2, rubber layer 63 is used for when shock isolating pedestal 6 is by seismic force, occurs by itself
Deformation buffers seismic force.
As shown in figure 3, when earthquake occurs, the double swerve of ground 3, the shock isolating pedestal 6 that ground 3 is passed to above it is larger
Energy simultaneously drives the displacement being connected in the carry out level of bottom steel plate 62 on ground 3, and bottom steel plate 62 drives the rubber layer above it
63 and 64 equal occurred level of steel plate layer on displacement, rubber layer 63 and steel plate layer 64 be adhesively fixed by vulcanizing treatment, steel plate layer
Relative displacement will not occur between 64 and rubber layer 63, displacement of the steel plate layer 64 in level can drive rubber layer 63 that shape occurs
Become, the deformation of rubber layer 63 plays the effect of damping, can consume the energy that large number of ground 3 passes to shock isolating pedestal 6 so that earthquake
Energy only has fraction to pass to upper cross-beam 2 and wall 1 by shock isolating pedestal 6.The displacement in level is repeated in ground 3,
The repeated deformation therewith of shock isolating pedestal 6, when wall 1 and crossbeam 2 by less seismic energy, the displacement in level is smaller, hair
Raw slight rocks.
As shown in figure 4, being fixedly connected between bottom steel plate 62 and ground 3 by several shear studs 8, ground 3 exists
Be repeated displacement in level, the direction of displacement is often changed into reversely, due to the inertia of bottom steel plate 62, connection bottom steel plate 62 with
The shear studs 8 on ground 3 can be by the shearing in larger level, and it is stronger that shear studs 8 bear shearing ability, is not easy because suffered by
Shearing excessive and destroyed makes bottom steel plate 62 be disconnected with ground 3.
As shown in figure 4, crossbeam 2 is reinforced beam or girder steel, the crossbeam 2 of two kinds of materials has larger intensity,
It is not susceptible to deformation or fracture so that stable connection between wall 1 and shock isolating pedestal 6, wall 1 obtain preferable isolating affection.
It is fixedly connected between crossbeam 2 and top steel plate 61 by multiple WELDING STUDSs 7, because shock isolating pedestal 6 is by a part of earthquake energy transmission
To crossbeam 2, with reference to Fig. 3, top steel plate 61 drives moving repeatedly in the carry out level of crossbeam 2, because crossbeam 2 has inertia, connection
WELDING STUDS 7 between top steel plate 61 and crossbeam 2 can be by larger shearing, and WELDING STUDS 7 can resist larger shearing and keep top steel
Plate 61 and the firm connection of crossbeam 2.It is logical between WELDING STUDS 7 and crossbeam 2, WELDING STUDS 7 and top steel plate 61 when crossbeam 2 is using girder steel
Cross and be welded and fixed；When crossbeam 2 is using reinforced beam, the one end of WELDING STUDS 7 is defaulted in crossbeam 2, the other end and top steel plate 61
Between be welded and fixed.
As shown in figure 1, crossbeam 2 and the corner of wall 1 are provided with angle steel 4, the both sides of angle steel 4 respectively with crossbeam 2 and the phase of wall 1
Fitting, fixed effect are stable.It is between the angle steel 4 relative positioned at the both sides of wall 1 and relative positioned at the both sides of crossbeam 2 with reference to Fig. 3
Multiple screw rods 5 are equidistantly equipped between angle steel 4, the both ends of screw rod 5 are threaded with the locking screw for fixing angle steel 4 respectively
Mother 51, the cooperation of screw rod 5 and locking nut 51 realizes being fixedly connected between angle steel 4 and wall 1 and crossbeam 2.The both ends of screw rod 5
The nut 51 that is locked is fixed so that screw rod 5 is not easily disconnected from angle steel 4, stable connection, while bolt 5 connects two blocks of angle steel 4
It is connected together so that linked between crossbeam 2 and wall 1 more firm.In connecting cross beam 2 and wall 1, angle steel 4 can be direct
Installed in the corner of crossbeam 2 and wall 1, it is fixed on by screw rod 5 on crossbeam 2 and wall 1, realizes consolidating for crossbeam 2 and wall 1
Fixed connection.
As shown in Fig. 2 slight horizontal jitter can occur for wall 1 during due to earthquake, vertical between wall 1 and angle steel 4
Angle angle in plane easily changes, and makes the easy active force for being squeezed or opening of angle steel 4 and deforms upon, destroys
The stability connected between wall 1 and crossbeam 2.With reference to Fig. 1, the corner of angle steel 4 has been wholely set rib 41, and rib 41 is wide
Degree is identical with the width of angle steel 4, and rib 41 for reinforcing angle 4 is allowed to that bigger power can be born on horizontally and vertically,
By wall 1 active force when be not susceptible to deform, ensure wall 1 be stably connected with crossbeam 2.
Specific implementation process：When installing 1 isolation structure of wall, first shock isolating pedestal 6 is fixed by multiple shear studs 8
On the ground 3 of the both sides of wall 1, then the upper horizontal of shock isolating pedestal 6 is installed to the crossbeam 2 of Reinforced Concrete Materials or steel, it is horizontal
It is fixedly connected by multiple WELDING STUDSs 7 between beam 2 and shock isolating pedestal 6, in crossbeam 2 and the corner of wall 1 installation angle steel 4, is used
Multiple screw rods 5 equidistantly run through the relative angle steel 4 in the both sides of wall 1 angle steel 4 relative with the both sides of crossbeam 2, use locking nut 51
Angle steel 4 is fixed on wall 1 and crossbeam 2.Finally opening up partition grooves 11 in the lower end of wall 1 makes wall 1 be separated with ground 3.
This specific embodiment is only that it is not to limitation of the present utility model, ability to explanation of the present utility model
Field technique personnel can make the modification of no creative contribution to the present embodiment as needed after this specification is read, but
As long as all protected in right of the present utility model by Patent Law.
Claims (10)
1. a kind of assembled wall isolation structure, including ground（3）And it is arranged on ground（3）On wall（1）, its feature exists
In the wall（1）Both sides have been respectively fixedly connected with crossbeam（2）, the ground（3）On be provided with for support beam（2）'s
Earthquake isolating equipment, the wall（1）Lower end is offered for realizing wall（1）With ground（3）The partition grooves of separation（11）.
A kind of 2. assembled wall isolation structure according to claim 1, it is characterised in that the crossbeam（2）For reinforcing bar
Beams of concrete or girder steel.
A kind of 3. assembled wall isolation structure according to claim 1, it is characterised in that the crossbeam（2）And wall
（1）Between corner be provided with angle steel（4）, angle steel（4）With crossbeam（2）Between, angle steel（4）With wall（1）Between pass through
Connector is fixed.
4. a kind of assembled wall isolation structure according to claim 3, it is characterised in that the connector includes wearing
In wall（1）The relative angle steel in both sides（4）Between and crossbeam（2）The relative angle steel in both sides（4）Between screw rod（5）, it is described
Screw rod（5）Both ends are threaded with for fixing the angle steel respectively（4）Locking nut（51）.
A kind of 5. assembled wall isolation structure according to claim 3, it is characterised in that the angle steel（4）Corner
Place has been wholely set rib（41）.
6. a kind of assembled wall isolation structure according to claim 1, it is characterised in that the earthquake isolating equipment is shock insulation
Bearing（6）.
A kind of 7. assembled wall isolation structure according to claim 6, it is characterised in that the shock isolating pedestal（6）Bag
Include and crossbeam（2）The top steel plate of bottom connection（61）With ground（3）The bottom steel plate of connection（62）And vertically alternately set
It is placed in top steel plate（61）With bottom steel plate（62）Between steel plate layer（64）And rubber layer（63）.
A kind of 8. assembled wall isolation structure according to claim 7, it is characterised in that the rubber layer（63）With steel
Flaggy（64）Between be adhesively fixed by vulcanizing treatment.
A kind of 9. assembled wall isolation structure according to claim 7, it is characterised in that the top steel plate（61）With horizontal stroke
Beam（2）Pass through WELDING STUDS between lower surface（7）It is fixed.
A kind of 10. assembled wall isolation structure according to claim 7, it is characterised in that the bottom steel plate（62）With
Ground（3）Between pass through shear studs（8）It is fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721069604.7U CN207211412U (en) | 2017-08-24 | 2017-08-24 | A kind of assembled wall isolation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721069604.7U CN207211412U (en) | 2017-08-24 | 2017-08-24 | A kind of assembled wall isolation structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207211412U true CN207211412U (en) | 2018-04-10 |
Family
ID=61816574
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721069604.7U Expired - Fee Related CN207211412U (en) | 2017-08-24 | 2017-08-24 | A kind of assembled wall isolation structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207211412U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110388116A (en) * | 2019-07-31 | 2019-10-29 | 西部建筑抗震勘察设计研究院有限公司 | A kind of preparation engineering method of prefabricated assembled shock isolating pedestal |
-
2017
- 2017-08-24 CN CN201721069604.7U patent/CN207211412U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110388116A (en) * | 2019-07-31 | 2019-10-29 | 西部建筑抗震勘察设计研究院有限公司 | A kind of preparation engineering method of prefabricated assembled shock isolating pedestal |
| CN110388116B (en) * | 2019-07-31 | 2024-04-30 | 西部建筑抗震勘察设计研究院有限公司 | Preparation method of prefabricated assembly type shock insulation support |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180410 |
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| CF01 | Termination of patent right due to non-payment of annual fee |