CN207512934U - Damper installs the upstream face water proof structure of node - Google Patents
Damper installs the upstream face water proof structure of node Download PDFInfo
- Publication number
- CN207512934U CN207512934U CN201721555266.8U CN201721555266U CN207512934U CN 207512934 U CN207512934 U CN 207512934U CN 201721555266 U CN201721555266 U CN 201721555266U CN 207512934 U CN207512934 U CN 207512934U
- Authority
- CN
- China
- Prior art keywords
- plate
- damper
- upstream face
- building body
- water proof
- 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 utility model discloses a kind of upstream face water proof structures of damper installation node, and including building body and damper, building body forms installation hole, and damper is installed in installation hole；Damper has the first connecting plate and the second connecting plate that can be relatively movable, and the hole wall of installation hole is equipped with the first buried plate being connected with the first connecting plate and the second buried plate being connected with the second connecting plate；First side seal of the upstream face towards building body of installation hole has blocked up closed plate, and closed plate is connected to the first buried plate by fixed plate；The outside of closed plate is equipped with cracking resistance mesh sheet and building coats.The utility model mainly uses closed plate, fixed plate and buried plate, water-protected enclosure is carried out to the installation hole of damper position, prevent the outside moisture of building body from penetrating into installation hole and influencing damper, simultaneously, utilize the fixed plate and buried plate in installation hole, closed plate is firmly tensed at installation hole, can prevent the outer surface of wall at closed plate from heaving.
Description
Technical field
The utility model is related to energy-dissipating and shock-absorbing field more particularly to a kind of upstream face waterproof structures of damper installation node
It makes.
Background technology
Earthquake is a kind of unavoidable natural calamity of human society, casualties caused by earthquake and the big portion of economic loss
Divide derived from building collapsing.Therefore, countries in the world all are being dedicated to carrying out earthquake resistant engineering mitigation work, are dedicated to improving and build work
The level of providing fortification against earthquakes of journey improves the shock resistance of construction project.
The energy-dissipating and shock-absorbing of building structure refers to set appropriate energy dissipation component in building structure, and energy dissipation component can be by consuming energy
The supporting members such as damping device, wall, beam or node form.The principle of energy-dissipating and shock-absorbing is by setting energy-dissipating and shock-absorbing in the structure
Device increases the damping of structure and rigidity, reduces the earthquake response caused by geological process, protects agent structure.
Common energy dissipation component has viscous damper and metal damper, frcition damper, by taking viscous damper as an example,
Accommodated inside has damping fluid, is moved in damping fluid by damping sheet, generates shearing force, to consume because earthquake, tsunami etc. are natural
The vibration of building caused by disaster.Damper has can be relative to upper junction plate that is movable, usually inversely moving and lower company
Fishplate bar, the upper junction plate and lower connecting plate are connected to the superstructure and understructure of building.
Damper when mounted, needs the reserving installation hole position in building structure, after in damper, installation is complete, to installation
Hole position is blocked.When damper is installed in skin or rain room when position of the meeting often in contact with water, due to
The waterproof requirement of upstream face is higher, needs to doing waterproof layer on the outside of the upstream face at damper mounting hole position.Referring to the institute of Fig. 1~3
Show, traditional method is：Styrofoam 23 is filled between the both sides of damper 21 and exterior wall 22, styrofoam 23 and outer walling it
Between gap with waterproof putty seal, in the outside of damper 21, (a diameter of 4mm, spacing are by plug-in styrofoam and 4mm 250mm
The reinforced mesh of 250mm) cracking resistance reinforced mesh 24, cracking resistance reinforced mesh is connected with exterior wall 22 by nailing, cracking resistance reinforcing bar
Mesh sheet exterior rendering is to exterior wall flush with outer surface, and plastering operation outside cracking resistance reinforced mesh 24 is the same as the way phase of normal architectural exterior wall
Together, it is about 300mm with the wall lap of splice.The external wall waterproof layer of traditional method and the connectivity of external wall be not high, easily drum
Face, leak, influence building function and appearance.
Utility model content
It is good the technical problem to be solved by the utility model is to provide a kind of waterproof and anticorrosion effect and will not local drum surface
Damper installs the upstream face water proof structure of node.
To realize above-mentioned technique effect, the utility model discloses a kind of upstream face waterproof structures of damper installation node
It makes, including building body and damper, the building body is formed with installation hole, and the damper is installed on the installation
In hole；The damper has the first connecting plate and the second connecting plate that can be relatively movable, and the hole wall of the installation hole is set
There are the first buried plate being connected with first connecting plate and the second buried plate being connected with second connecting plate；The installation hole
The first side seal of the upstream face towards the building body blocked up closed plate, the closed plate is connected to described by fixed plate
First buried plate；The outside of the closed plate is equipped with cracking resistance mesh sheet and building coats.
The upstream face water proof structure of the utility model damper installation node mainly uses closed plate, fixed plate and buried plate,
Water-protected enclosure is carried out to the installation hole of damper position, prevent the upstream face moisture of building body penetrate into installation hole and
Damper and building function are influenced, meanwhile, using the fixed plate and buried plate in installation hole, closed plate is firmly drawn
Tightly at installation hole, it can prevent the outer surface of wall at closed plate from heaving.Meanwhile above-mentioned water proof structure does not influence oneself of damper
By moving, it is ensured that damper plays preset antihunt action under geological process.
The upstream face water proof structure of the utility model damper installation node, which further improves, to be, is further included and is vertically buried
Plate, the vertical buried plate are set on the upstream face of the building body at first buried plate, and the closed plate is connected to described
Vertical buried plate.
The upstream face water proof structure of the utility model damper installation node, which further improves, to be, the vertical buried plate
It is connected to first buried plate.
The upstream face water proof structure of the utility model damper installation node, which further improves, to be, first buried plate
On be connected with the fixed plate at least two, the fixed plate is located at the both sides of first connecting plate respectively.
The upstream face water proof structure of the utility model damper installation node, which further improves, to be, the installation hole
The second side closure of the back side towards the building body have a plasterboard, the outside of the plasterboard be equipped with cracking resistance mesh sheet and
Building coats.
The upstream face water proof structure of the utility model damper installation node, which further improves, to be, the installation hole
The second side closure of the back side towards the building body have a maintenance door, the maintenance door can be opened and closed to be installed on described build
Build main body.
The upstream face water proof structure of the utility model damper installation node, which further improves, to be, the maintenance door
First end is articulated in the building body, passes through the retractable phase that is buckled between the second end of the maintenance door and the building body
Even.
The utility model damper installation node upstream face water proof structure further improve is, the damper with
Flexible material is filled between the building body.
The utility model damper installation node upstream face water proof structure further improve is, the closed plate with
Silica gel is filled between the upstream face of the building body.
The upstream face water proof structure of the utility model damper installation node, which further improves, to be, outside the closed plate
The cracking resistance mesh sheet and building coats of side are extravagant outward, and are flushed with the upstream face metope of building body.
Description of the drawings
To describe the technical solutions in the embodiments of the present invention more clearly, make required in being described below to embodiment
Attached drawing is briefly described, it should be apparent that, the accompanying drawings in the following description is only some embodiments of the present invention, for
For those of ordinary skill in the art, without creative efforts, other are can also be obtained according to these attached drawings
Attached drawing.
Fig. 1 is the schematic internal view of the external wall waterproof layer at the damper of traditional method.
Fig. 2 is the schematic surface of the external wall waterproof layer at the damper of traditional method.
Fig. 3 is the 1-1 sectional views of Fig. 2.
Fig. 4 is the structure of the upstream face water proof structure of the damper installation node in the first embodiment of the utility model
Schematic diagram.
Fig. 5 is the A-A sectional views of Fig. 4.
Fig. 6 is the structure of the upstream face water proof structure of the damper installation node in second of embodiment of the utility model
Schematic diagram.
Fig. 7 is the structure of the upstream face water proof structure of the damper installation node in the third embodiment of the utility model
Schematic diagram.
Specific embodiment
Illustrate the embodiment of the utility model below by way of specific specific example, those skilled in the art can be by this theory
Content disclosed by bright book understands other advantages and effect of the utility model easily.The utility model can also be by addition
Different specific embodiments are embodied or practiced, and the various details in this specification can also be based on different viewpoints with answering
With carrying out various modifications or alterations under the spirit without departing from the utility model.
Refering to shown in Fig. 4 and Fig. 5, the upstream face of node is installed for the damper in the first embodiment of the utility model
Water proof structure, mainly includes building body 11 and damper 12, and damper 12 is installed in building body 11.Wherein, it builds
Main body 11 can be exterior wall, installation hole 110 be offered on building body 11, damper 12 is installed in the installation hole 110.
Damper 12 can be viscous damper, frcition damper or metal damper, and damper 12 has the first company that can be relatively movable
121 and second connecting plate 122 of fishplate bar, in the present embodiment, the first connecting plate 121 are located at the top of damper 12, and are connected to
The damping sheet of damper 12, the second connecting plate 122 are located at the bottom of damper 12, and are connected to the damping case of damper 12, resistance
The damping sheet of Buddhist nun's device is inserted in it and damps in case, and the damping force that relative motion generates consumes building body 11 because of earthquake or tsunami
Vibration, so as to play the role of energy-dissipating and shock-absorbing, protects the reliability of building body Deng caused by.Certainly, 121 He of the first connecting plate
Second connecting plate 122 is not limited to positioned at the top or bottom of damper, they can be interchanged, and can also be arranged on damper
Left or right side, it is unlimited to this herein.
The hole wall of installation hole 110 on building body 11 is equipped with the first buried plate 131 and the second buried plate 132, this first is buried
Plate 131 corresponds to the first connecting plate 121 of damper 12 and sets and be fixedly linked with the first connecting plate 121, second buried plate 132
It sets corresponding to the second connecting plate 122 of damper 12 and is fixedly linked with the second connecting plate 122.The length of first buried plate 131
Slightly larger than the width of installation hole 110, the length of the second buried plate 132 is slightly larger than the length of the second connecting plate 122, therefore, first
121 1 segment length of the first connecting plate is extended in the both sides of buried plate 131, in the segment length, in the both sides of the first connecting plate 121 point
It She You not a fixed plate 14 or multiple fixed plates.Wherein, the first connecting plate 121, the first buried plate 131 and fixed plate 14 are equal
Steel plate can be used, for the first connecting plate 121 by welding or being bolted in the first buried plate 131, fixed plate 14 is fixedly welded on
One buried plate 131.
Foamed plastics 15 or other flexible materials are filled between the both sides of damper 12 and building body 11.
The first side of the installation hole 110 of building body 11 is to the outside upstream face of building body 11, i.e. installation hole
110 the first side opening is intended for outdoor, on the contrary, inside back side of the second side of installation hole 110 to building body 11,
That is the second side opening of installation hole 110 is intended for interior.
Being blocked at first side opening of installation hole 110 has a closed plate 16, and the area of closed plate 16 is more than installation hole
110 bore, to ensure that closed plate 16 can cover installation hole 110 completely, closed plate 16 is fixed on building at installation hole 110
Build main body 11.Further, in closed plate 16 with using silicone filler closely knit in the gap of the upstream face of building body 11, to add
Strong waterproof effect.Closed plate 16 is connected to fixed plate 14, and steel plate can be used in closed plate 16, and fixed plate 14 is also using steel plate, closing
Plate 16 is welded and fixed with fixed plate 14.Closed plate 16 is fixedly connected on the first buried plate in installation hole 110 by fixed plate 14
131, closed plate 16 and the drawknot before building body 11 can be enhanced, closed plate 16 is avoided to bulge.Closed plate 16 and first
Buried plate 131 is connected using the three face weld all around of fillet weld of 3mm high, and good seal performance can prevent moisture from invading.
The outside of closed plate 16 is further provided with cracking resistance mesh sheet 17 and building coats 18.Cracking resistance mesh sheet 17 uses steel wire
Piece, closed plate 16 are fixed using closing steel plate, steel fabric sheet with closing steel plate spot welding.Cracking resistance mesh sheet 17 it is extravagant outward and stick to
The outside of closed plate 16 is fixed with external building body using nailing.Building coats 18 uses the mortar surface layer of 20mm thickness,
The outside of cracking resistance mesh sheet 17 plasters to form building coats 18,18 outside extravagance of building coats go out closed plate 16 and with building body 11
Outside upstream face metope flush, can further plaster normal architectural face in the outside of building coats 18 and outside upstream face metope
Layer, to ensure metope appearance.
The upstream face water proof structure of the utility model damper installation node mainly uses closed plate, fixed plate and buried plate,
Water-protected enclosure is carried out to the installation hole of damper position, prevents the outside moisture of building body from penetrating into installation hole and shadow
Damper is rung, meanwhile, using the fixed plate and buried plate in installation hole, closed plate is firmly tensed in installation hole
Place, can prevent the outer surface of wall at closed plate from heaving.
It is that the damper of second of embodiment of the utility model installs the upstream face of node preferably, shown in cooperation Fig. 6
The cross-sectional view of water proof structure.Such as figure, in this embodiment, the upstream face water proof structure of damper installation node also wraps
Vertical buried plate 19 is included, which is set on the outside upstream face of the building body 11 at the first buried plate 131.Vertical buried plate 19
Length be more than installation hole 110 width, vertical buried plate 19 along the installation hole 110 at the first buried plate 131 it is elongated setting and in
Certain length is respectively extended in both sides, and closed plate 16 is connected to the vertical buried plate 19, and steel plate, closed plate 16 can be used in vertical buried plate 19
Also using steel plate, the three face weld all around of fillet weld of 3mm is used between vertical buried plate 19 and closed plate 16, to ensure that zero-clearance is close between the two
Weldering.By the setting of vertical buried plate 19, the leakproofness between 16 upper edge of closed plate and wall can be strengthened, after preventing silica gel partial failure
Water leakage situation appearance.
Further, vertical buried plate 19 is also attached to the first buried plate 131, and fixed plate 14 is also connected to vertical buried plate 19,
Steel plate all can be used in they, uses be weldingly connected each other.When vertical buried plate 19, the first buried plate 131, fixed plate 141 and envelope
When closing plate 16 all links together, the system maximum intensity of composition, also most securely.
Preferably, cooperation Fig. 4, the upstream face water proof structure of the damper installation node of the utility model further includes maintenance door
30, which is installed on the second side opening of the back side towards building body 11 of installation hole 110, maintenance door 30
Effect be that the second side opening of installation hole 110 is blocked when not needing to overhaul damping device 12, needing overhaul damping device
Maintenance door can be opened when 12, exposes damper.Thus, maintenance door 30 can be opened and closed to be installed on the building master at installation hole 110
The back side of body 11, the back side of building body 11 are located at interior, environment than outdoor it is superior very much, so especially setting can not had to
Waterproof construction.The first end of maintenance door 30 is articulated in the back side metope of building body 11, and construction can refer to existing door and window structure
Make, do not go to live in the household of one's in-laws on getting married herein, between the second end of maintenance door 30 and the back side metope of building body 11 by be buckled it is retractable be connected, block
Button uses existing buckle, has a fastener and a fastener, and connection can be realized by being in contact with each other and firmly compressing, and be separated from each other just
It can open, fastener is set on the second end of maintenance door 30, and fastener is set on the back side metope of building body 11, both fastener and fastener
It is correspondingly arranged, to dock cooperation.
The upstream face that the damper in the third embodiment for shown in cooperation Fig. 7, being the utility model installs node is tied again
The cross-sectional view of water proof structure.Such as figure, the second side of the back side towards building body 11 of installation hole 110 blocks
There is plasterboard 31 (instead of aforementioned maintenance door), the outside of plasterboard 31 is provided with cracking resistance mesh sheet 32 and building coats 33, as
The negative side waterproofing construction of installation hole 110.Wherein, the mortar surface layer of 20mm thickness, outer brush dust brush finish can be used in building coats 33
Layer, to modify.
It should be noted that structure, ratio, size depicted in this specification institute accompanying drawings etc., only coordinating
The bright revealed content of book, so that those skilled in the art understands and reads, being not limited to the utility model can implement
Qualifications, therefore do not have technical essential meaning, the modification of any structure, the change of proportionate relationship or the adjustment of size,
In the case where not influencing the effect of the utility model can be generated and the purpose that can reach, should all still fall disclosed in the utility model
Technology contents obtain and can cover in the range of.Meanwhile in this specification it is cited as " on ", " under ", "left", "right", " in
Between " and " one " etc. term, be merely convenient to understanding rather than to limit the enforceable range of the utility model for narration,
Relativeness is altered or modified, in the case where changing technology contents without essence, when being also considered as the enforceable scope of the utility model.
The above is only the preferred embodiment of the utility model, and not the utility model is done in any form
Limitation although the utility model has been disclosed with preferred embodiment as above, is not limited to the utility model, any to be familiar with
Professional and technical personnel, in the range of technical solutions of the utility model are not departed from, when in the technology using the disclosure above
Hold the equivalent embodiment made a little change or be modified to equivalent variations, as long as being without departing from technical solutions of the utility model
Hold, any simple modification, equivalent change and modification that foundation the technical essence of the utility model makees above example, still
Belong in the range of technical solutions of the utility model.
Claims (10)
1. a kind of upstream face water proof structure of damper installation node, it is characterised in that：It is described including building body and damper
Building body is formed with installation hole, and the damper is installed in the installation hole；The damper has and can live relatively
Dynamic the first connecting plate and the second connecting plate, the hole wall of the installation hole are equipped with first to be connected with first connecting plate and bury
Plate and the second buried plate being connected with second connecting plate；The of the upstream face towards the building body of the installation hole
Side, which blocks, closed plate, and the closed plate is connected to first buried plate by fixed plate；The outside of the closed plate is equipped with
Cracking resistance mesh sheet and building coats.
2. the upstream face water proof structure of damper installation node as described in claim 1, it is characterised in that：It further includes and vertically buries
Plate, the vertical buried plate are set on the upstream face of the building body at first buried plate, and the closed plate is connected to described
Vertical buried plate.
3. the upstream face water proof structure of damper installation node as claimed in claim 2, it is characterised in that：The vertical buried plate
It is connected to first buried plate.
4. the upstream face water proof structure of damper installation node as described in claim 1, it is characterised in that：First buried plate
On be connected with the fixed plate at least two, the fixed plate is located at the both sides of first connecting plate respectively.
5. the upstream face water proof structure of damper installation node as described in claim 1, it is characterised in that：The installation hole
The second side closure of the back side towards the building body have a plasterboard, the outside of the plasterboard be equipped with cracking resistance mesh sheet and
Building coats.
6. the upstream face water proof structure of damper installation node as described in claim 1, it is characterised in that：The installation hole
The second side closure of the back side towards the building body have a maintenance door, the maintenance door can be opened and closed to be installed on described build
Build main body.
7. the upstream face water proof structure of damper installation node as claimed in claim 6, it is characterised in that：The maintenance door
First end is articulated in the building body, passes through the retractable phase that is buckled between the second end of the maintenance door and the building body
Even.
8. such as the upstream face water proof structure of damper according to any one of claims 1 to 7 installation node, it is characterised in that：
Flexible material is filled between the damper and the building body.
9. such as the upstream face water proof structure of damper according to any one of claims 1 to 7 installation node, it is characterised in that：
Silica gel is filled between the upstream face of the closed plate and the building body.
10. the upstream face water proof structure of damper installation node as described in claim 1, it is characterised in that：The closed plate
The cracking resistance mesh sheet and building coats in outside are extravagant outward, and are flushed with the upstream face metope of building body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721555266.8U CN207512934U (en) | 2017-11-20 | 2017-11-20 | Damper installs the upstream face water proof structure of node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721555266.8U CN207512934U (en) | 2017-11-20 | 2017-11-20 | Damper installs the upstream face water proof structure of node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207512934U true CN207512934U (en) | 2018-06-19 |
Family
ID=62540149
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721555266.8U Active CN207512934U (en) | 2017-11-20 | 2017-11-20 | Damper installs the upstream face water proof structure of node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207512934U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114086673A (en) * | 2021-11-24 | 2022-02-25 | 中天建设集团有限公司 | Method for plugging damper position of high-rise building outer wall |
-
2017
- 2017-11-20 CN CN201721555266.8U patent/CN207512934U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114086673A (en) * | 2021-11-24 | 2022-02-25 | 中天建设集团有限公司 | Method for plugging damper position of high-rise building outer wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107386495A (en) | A kind of reinforced light steel keel partition of shaped steel and construction method | |
| CN209748154U (en) | Dampproofing fire resistive construction of 110KV transformer substation cable pit | |
| CN207512934U (en) | Damper installs the upstream face water proof structure of node | |
| CN205259386U (en) | Fire prevention radiation protection structure of building shock insulation seam | |
| CN109372166A (en) | A kind of energy-saving steel frame unit formula fireproof curtain wall | |
| CN212896995U (en) | Assembled faces bathroom light partition wall waterproof node | |
| CN209509265U (en) | A kind of energy-saving steel frame unit formula fireproof curtain wall | |
| CN206784640U (en) | A kind of piece node of integrated assembled type exterior wall | |
| CN209874617U (en) | Light explosion venting peripheral retaining wall | |
| CN204940684U (en) | A kind of novel combined wall board | |
| CN105908879B (en) | Curtain wall seals anti-seismic structure and the curtain wall with sealing anti-seismic structure | |
| CN207905129U (en) | A kind of joint connecting structure of assembled architecture outer wall | |
| CN207672761U (en) | A kind of water proof structure of floor and steel plate wall intersection | |
| CN105604219A (en) | Fireproof plugging construction method and device for joint of partition and roof | |
| CN205875472U (en) | A concrete inside casing partition wall installation node for steel frame | |
| CN205116436U (en) | Block structure at big space floor fireproof rolling shutter door upper portion entrance to a cave | |
| CN205296894U (en) | Modularization house containing prefabricated component | |
| CN210396746U (en) | Interval communication channel structure | |
| CN111809779B (en) | Stably-installed building curtain wall structure | |
| CN105909006A (en) | Prefabricated splicing-combined transformer substation | |
| CN204531169U (en) | A kind of rain proof type compound sound absorption wall body module | |
| CN205712639U (en) | Curtain wall seals anti-seismic structure and has the curtain wall sealing anti-seismic structure | |
| CN206554369U (en) | A kind of self-heat preserving assembly type wallboard of built-in convex template | |
| CN208701927U (en) | A kind of anti-bank of waterproof equipped with steel construction | |
| JP2019031864A (en) | Cut-off structure of building |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |