CN207063171U - A kind of shockproof steel wood attachment structure - Google Patents
A kind of shockproof steel wood attachment structure Download PDFInfo
- Publication number
- CN207063171U CN207063171U CN201720492068.5U CN201720492068U CN207063171U CN 207063171 U CN207063171 U CN 207063171U CN 201720492068 U CN201720492068 U CN 201720492068U CN 207063171 U CN207063171 U CN 207063171U
- Authority
- CN
- China
- Prior art keywords
- steel
- base frame
- inner bag
- steel ball
- attachment structure
- 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.)
- Expired - Fee Related
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a kind of shockproof steel wood attachment structure, including steel body inner bag and log body, the log body is coated on outside steel body inner bag;Shakeproof layer is provided between the log body and steel body inner bag, length direction of the shakeproof layer along steel body inner bag passes through the outer surface of whole steel body inner bag;The shakeproof layer includes support frame, upper base frame, lower base frame and steel ball component, and the upper base frame is arranged on the top of support frame, and the lower base frame is arranged on the bottom of support frame, and the steel ball component is embedded between upper base frame and lower base frame.Shockproof steel wood attachment structure of the present utility model is provided with shakeproof layer between log body and steel body inner bag, the setting of shakeproof layer can effectively keep out the impact of outer bound pair log body, the impulsive force that log body is subject to is evenly dispersed on steel body inner bag, improves the anti-seismic performance of steel-wood structure.
Description
Technical field
It the utility model is related to a kind of steel-wood structure, and in particular to a kind of shockproof steel wood attachment structure.
Background technology
Steel-wood structure, it is a kind of mixed structure mode that Modern Steel Structure is combined with traditional timber structure, in some timber
In the heavier building of load-bearing, such as seat, plank road, floor etc., in order to increase the weight capacity of timber, general liner steel construction,
Outsourcing uses timber structure, can so make it that traditional wood structure is more sturdy and durable, but existing steel-wood structure is ground
Originating party is to mainly for the connected mode between steel and timber, it is therefore intended that firm steel-wood structure is researched and developed, and with society
Progress and people's demand increase, for the resident on earthquake zone, building whether antidetonation is that they are primary
The problem of worry, and the anti-seismic performance of wood structure or even the anti-seismic performance of steel-wood structure are all poor at present, it is difficult to meet people
To the demand of wood structure.
Utility model content
For overcome the deficiencies in the prior art, the purpose of this utility model is to provide for a kind of shockproof steel wood connection knot
Structure, the shockproof steel wood attachment structure are provided with shakeproof layer between log body and steel body inner bag, and the setting of shakeproof layer can be effective
The impact of outer bound pair log body is kept out on ground, and the impulsive force that log body is subject to is evenly dispersed on steel body inner bag, improves steel
The anti-seismic performance of timber structure.
The purpose of this utility model is realized using following technical scheme:
A kind of shockproof steel wood attachment structure, including steel body inner bag and log body, the log body are coated on outside steel body inner bag;
Shakeproof layer is provided between the log body and steel body inner bag, length direction of the shakeproof layer along steel body inner bag passes through entirely
The outer surface of steel body inner bag;The shakeproof layer includes support frame, upper base frame, lower base frame and steel ball component, and the upper base frame is set
On the top of support frame, the lower base frame is arranged on the bottom of support frame, and the steel ball component is embedded in upper base frame and lower base frame
Between.
Preferably, the shakeproof layer also includes buffer bar, the buffer bar has two, and one of buffer bar is arranged on
Between support frame and upper base frame, another buffer bar is arranged between support frame and lower base frame.
Preferably, the steel ball component includes upper steel ball group and lower steel ball group, the upper steel ball group and lower steel ball group it
Between be provided with isolating bar.
Preferably, the upper steel ball group is consistent with steel ball quantity, the size of lower steel ball group.
Preferably, being additionally provided with limit assembly between the shakeproof layer and log body, the limit assembly is by two horizontal strokes
A groined type structure is connected to form in length and breadth to positive stop strip and two longitudinal spacing bars.
Preferably, the connected mode between the cross spacing bar and the longitudinal spacing bar is clamping, in riveting
It is one or two kinds of.
Preferably, the groove with the form fit of the longitudinal spacing bar is provided with the cross spacing bar, it is described
Longitudinal spacing bar is embedded in a groove.
Compared with prior art, the beneficial effects of the utility model are:
Shockproof steel wood attachment structure of the present utility model is provided with shakeproof layer, shakeproof layer between log body and steel body inner bag
Setting can effectively keep out the impact of outer bound pair log body, the impulsive force that log body is subject to is evenly dispersed into steel body
On courage, the anti-seismic performance of steel-wood structure is improved.
Brief description of the drawings
Fig. 1 is the stereogram of shockproof steel wood attachment structure of the present utility model.
Fig. 2 is the profile of shakeproof layer of the present utility model.
Fig. 3 is the side view of the limit assembly of embodiment 1.
Wherein, 1, steel body inner bag;2nd, log body;3rd, shakeproof layer;31st, support frame;32nd, upper base frame;33rd, lower base frame;34th, steel
Pearl component;341st, upper steel ball group;342nd, lower steel ball group;35th, buffer bar;4th, limit assembly;41st, cross spacing bar;42nd, longitudinal direction limit
Position bar;43rd, groove.
Embodiment
Below, with reference to accompanying drawing and embodiment, the utility model is described further:
Embodiment 1:
Reference picture 1, a kind of shockproof steel wood attachment structure, including steel body inner bag 1 and log body 2, log body 2 are coated on steel body
Outside inner bag 1.
Reference picture 2, shakeproof layer 3, length of the shakeproof layer 3 along steel body inner bag 1 are provided between log body 2 and steel body inner bag 1
The outer surface of whole steel body inner bag 1 is passed through in degree direction, and the present embodiment includes four shakeproof layers 3 being sequentially connected, four shakeproof layers 3
It is coated on the outer surface of steel body inner bag 1.Shakeproof layer 3 includes support frame 31, upper base frame 32, lower base frame 33 and steel ball component 34, on
Base frame 32 is arranged on the top of support frame 31, and lower base frame 33 is arranged on the bottom of support frame 31, and steel ball component 34 is embedded at upper bottom
Between platform 32 and lower base frame 33, steel ball can move between upper base frame 32 and lower base frame 33.
The setting of shakeproof layer 3 can effectively keep out the impact of outer bound pair log body 2, the impulsive force that log body 2 is subject to
Upper base frame 32 is passed to by the top of support frame 31, then passed on steel ball component 34, it is after the stress of steel ball component 34 that impulsive force is uniform
Be distributed on each steel ball, steel ball relative movement, can effective disperses impact forces, impulsive force is further continued for being delivered to base frame, by supporting
The bottom of frame 31 is delivered on steel body inner bag 1, and by transmitting in layer, energy gradually disperses, successively decreased impulsive force, last uniform
Ground is distributed on steel body inner bag 1, and this just weakens the impulsive force that steel body inner bag 1 is subject to, and improves the anti-seismic performance of steel-wood structure.
Shakeproof layer 3 also includes buffer bar 35, and buffer bar 35 has two, one of buffer bar 35 be arranged on support frame 31 with
Between upper base frame 32, another buffer bar 35 is arranged between support frame 31 and lower base frame 33.The setting of buffer bar 35 can enter
One step buffers the impulsive force by support frame 31 to upper base frame 32, lower base frame 33.
Steel ball component 34 includes upper steel ball group 341 and lower steel ball group 342, is set between upper steel ball group 341 and lower steel ball group 342
Isolating bar is equipped with, isolating bar is used to separate two groups of steel balls, sets two groups of steel balls, be in order to further uniformly from all directions
The power being subject to, the steel ball quantity of upper steel ball group 341 and lower steel ball group 342, size are unanimously also for ensureing stress balance.
Limit assembly 4 is additionally provided between shakeproof layer 3 and log body 2, the setting of limit assembly 4 is to fix shakeproof layer
3, limit assembly 4 is connected to form a groined type structure, steel body in length and breadth by two cross spacing bars 41 and two longitudinal spacing bars 42
Inner bag 1 is arranged on groined type inside configuration, and shakeproof layer 3 is arranged between steel body inner bag 1 and limit assembly 4.
Connected mode between cross spacing bar 41 and longitudinal spacing bar 42 is one or both of clamping, riveting.Ginseng
According to Fig. 3, the connected mode between the present embodiment cross spacing bar 41 and longitudinal spacing bar 42 is clamping, is set on cross spacing bar 41
It is equipped with and is inlaid in the groove of the form fit of longitudinal spacing bar 42 43, longitudinal spacing bar 42 in groove 43.
It will be apparent to those skilled in the art that technical scheme that can be as described above and design, make other various
Corresponding change and deformation, and all these changes and deformation should all belong to the protection of the utility model claims
Within the scope of.
Claims (7)
1. a kind of shockproof steel wood attachment structure, it is characterised in that including steel body inner bag and log body, the log body is coated on steel
Outside internal courage;Shakeproof layer, length side of the shakeproof layer along steel body inner bag are provided between the log body and steel body inner bag
To the outer surface for passing through whole steel body inner bag;The shakeproof layer includes support frame, upper base frame, lower base frame and steel ball component, described
Upper base frame is arranged on the top of support frame, and the lower base frame is arranged on the bottom of support frame, and the steel ball component is embedded at upper bottom
Between platform and lower base frame.
2. shockproof steel wood attachment structure according to claim 1, it is characterised in that the shakeproof layer also includes buffer bar,
The buffer bar has two, and one of buffer bar is arranged between support frame and upper base frame, and another buffer bar is arranged on branch
Between support and lower base frame.
3. shockproof steel wood attachment structure according to claim 1, it is characterised in that the steel ball component includes upper steel ball group
With lower steel ball group, isolating bar is provided between the upper steel ball group and lower steel ball group.
4. shockproof steel wood attachment structure according to claim 3, it is characterised in that the upper steel ball group and lower steel ball group
Steel ball quantity, size are consistent.
5. shockproof steel wood attachment structure according to claim 1, it is characterised in that between shakeproof layer and the log body also
Limit assembly is provided with, the limit assembly is connected to form a well word in length and breadth by two cross spacing bars and two longitudinal spacing bars
Shape structure.
6. shockproof steel wood attachment structure according to claim 5, it is characterised in that the cross spacing bar and longitudinal spacing
Connected mode between bar is one or both of clamping, riveting.
7. shockproof steel wood attachment structure according to claim 6, it is characterised in that be provided with the cross spacing bar with
The groove of the form fit of longitudinal spacing bar, the longitudinal spacing bar setting-in is in a groove.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720492068.5U CN207063171U (en) | 2017-05-04 | 2017-05-04 | A kind of shockproof steel wood attachment structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720492068.5U CN207063171U (en) | 2017-05-04 | 2017-05-04 | A kind of shockproof steel wood attachment structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN207063171U true CN207063171U (en) | 2018-03-02 |
Family
ID=61504453
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201720492068.5U Expired - Fee Related CN207063171U (en) | 2017-05-04 | 2017-05-04 | A kind of shockproof steel wood attachment structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN207063171U (en) |
-
2017
- 2017-05-04 CN CN201720492068.5U patent/CN207063171U/en not_active Expired - Fee Related
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103233526B (en) | A kind of enhancement Layer of adaptive damping | |
CN203583708U (en) | Self-resetting beam-grid friction wall structural system | |
CN207063171U (en) | A kind of shockproof steel wood attachment structure | |
CN205296401U (en) | Staircase structure slip power consumption support | |
CN204000914U (en) | A kind of composite foundation base | |
CN206352306U (en) | A kind of building pile foundation | |
CN206512924U (en) | A kind of aluminium-alloy pipe constrains SFCB reinforced concrete posts | |
CN206298994U (en) | A kind of waveform energy-dissipating and shock-absorbing steel plate, rubber concrete compound shear wall | |
CN206220261U (en) | It is a kind of can tension sliding isolation bearing | |
CN107939134B (en) | Anti-seismic building structure in smart city | |
CN206681208U (en) | One kind combination constraint double steel plate concrete shear force wall | |
CN204199535U (en) | Can the log cabin trusses of effective load-bearing | |
CN205688744U (en) | A kind of Environmental protection floor of noise reduction damping | |
CN205955112U (en) | Big square buckle assembled floor's of square double -deck hollow out construction of surface course | |
CN204850187U (en) | Bamboo timber floor structures | |
Jianlong et al. | Study on structural efficiency of super-tall buildings | |
CN204401829U (en) | RPC compound shear wall is filled out in a kind of encased steel plate | |
CN104278769B (en) | Shock insulation, damping or the energy consumption laminar structure system of improved non-horizontal linear section | |
Shaikh et al. | Comparative Study Of Wind Analysis Of High Rise Building With Diagrid And Outrigger Structural Systems Using Gust Factor Approach | |
CN203238806U (en) | Reinforced layer of variable damper | |
CN205399462U (en) | Shock resistance building foundation | |
CN207485012U (en) | A kind of I-steel raw bamboo flooring bearing | |
CN206941815U (en) | A kind of large-span steel wood rope Mixed Architecture | |
CN201299334Y (en) | Guy wire mattress | |
CN205055292U (en) | Trinity synthesis can box horse |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180302 Termination date: 20190504 |