CN206279844U - A kind of antidetonation formed steel construction - Google Patents
A kind of antidetonation formed steel construction Download PDFInfo
- Publication number
- CN206279844U CN206279844U CN201621426116.2U CN201621426116U CN206279844U CN 206279844 U CN206279844 U CN 206279844U CN 201621426116 U CN201621426116 U CN 201621426116U CN 206279844 U CN206279844 U CN 206279844U
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- China
- Prior art keywords
- steel
- girder
- girder steel
- spring
- structure frame
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 131
- 239000010959 steel Substances 0.000 title claims abstract description 131
- 238000010276 construction Methods 0.000 title claims abstract description 26
- 239000000463 material Substances 0.000 claims description 5
- 230000002787 reinforcement Effects 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 230000035939 shock Effects 0.000 abstract description 9
- 230000000694 effects Effects 0.000 abstract description 8
- 238000002955 isolation Methods 0.000 abstract description 6
- 239000000203 mixture Substances 0.000 description 2
- 230000000703 anti-shock Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000009628 steelmaking Methods 0.000 description 1
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a kind of antidetonation formed steel construction, including steel structure frame and the steel plate being fixed on framework, steel structure frame and steel plate are bolted on together, described steel structure frame is that drum steel is formed by connecting plate fixation, rubber sleeve is set on the outer surface of steel column and girder steel, II two girder steels of girder steel I and girder steel are provided between every two steel columns, spring is provided between girder steel I and girder steel II.The steel construction is rational in infrastructure, long service life; it utilizes the shock effect in the rubber sleeve level of isolation direction on girder steel; isolate the shock effect of vertical direction using the rubber sleeve on the spring and steel column between girder steel, the steel structure frame can be effectively protected, so as to protect the steel construction.
Description
Technical field
The utility model is related to construction steel structure field, more particularly to a kind of antidetonation formed steel construction.
Background technology
Structure of the steel construction based on steel making, is one of main building construction types.The characteristics of steel is intensity
It is high, big from heavy and light, rigidity, thus it is particularly suitable for building large span and superelevation, the building of superduty；Material homogeneity and each
It is good to the same sex, belong to perfect elastic body, best suit the basic assumption of common engineering mechanics；Material plasticity, good toughness, can there is larger change
Shape, can well bear dynamic load；Construction period is short；Its industrialization degree is high, can carry out mechanization degree specialization high
Production；Machining accuracy is high, efficiency high, good leak tightness, therefore can be used to build gas tank, oil tank and transformer etc..
Earthquake, also known as earthquake, earthquake motion, is that vibration is caused during earth's crust quick release of energy, and period can produce seismic wave
A kind of natural phenomena.Seismic wave can be divided into shear wave, compressional wave and face ripple, and surface buildingses and structures are damaged
Mainly shear wave and face ripple.Wherein, the vibration around shear wave is mainly produced, the vibration of face ripple is complicated, existing shear wave composition
Also there is the composition of compressional wave.At present, domestic steel building is more and more, and these steel buildings typically all do not design antidetonation knot
Structure or antishock device, come interim in big shake, will there is huge potential safety hazard, bring huge lives and properties peace
Entirely.
Utility model content
The utility model is in order to solve the shortcoming in above-mentioned prior art, there is provided a kind of rational in infrastructure, long service life, anti-
The shake good antidetonation formed steel construction of effect, the structure is capable of the shock effect of level of isolation and vertical both direction, can be effective
Protection building.
What the utility model was realized in：A kind of antidetonation formed steel construction, including steel structure frame and be fixed on framework
Steel plate, steel structure frame and steel plate be bolted on together, and described steel structure frame passes through connecting plate for drum steel
Fixation is formed, and rubber sleeve is set on the outer surface of steel column and girder steel, and II liang of girder steel I and girder steel are provided between every two steel columns
Root girder steel, spring is provided between girder steel I and girder steel II.
Described girder steel I is located at the top of girder steel II, and diagonal brace is provided between girder steel II and conplane steel column.
Described steel column is welded with reinforcement with the angle of girder steel.
Fixed by rubber fixed cover between described rubber sleeve.
The distance between described girder steel I and girder steel II are the 1/9~1/8 of steel column height.
Described spring is welded on girder steel, and the through hole being engaged with spring is provided with rubber sleeve.
The material of described spring is stainless steel, and anticorrosive coat is scribbled on the outer surface of spring.
Relative to prior art, the beneficial effects of the utility model are：
The utility model provides a kind of antidetonation formed steel construction, and the steel construction is rational in infrastructure, long service life, and it utilizes steel
The shock effect in the rubber sleeve level of isolation direction on beam, it is vertical using the rubber sleeve isolation on the spring and steel column between girder steel
The shock effect in direction, can be effectively protected the steel structure frame, so as to protect the steel construction.
Brief description of the drawings
Fig. 1 is the structural representation of steel structure frame of the present utility model.
Specific embodiment
As shown in figure 1, a kind of antidetonation formed steel construction, including steel structure frame and the steel plate being fixed on framework, steel construction
Framework and steel plate are bolted on together, and described steel structure frame is fixed by connecting plate for drum steel and formed, steel column 2
With setting rubber sleeve 1 on the outer surface of girder steel, II 4 two girder steels of girder steel I 3 and girder steel, steel are provided between every two steel columns
Spring 5 is provided between beam I 3 and girder steel II 4.When running into earthquake, the shock effect of horizontal direction can be by the outer surface of girder steel
Set rubber sleeve 1 to isolate, the shock effect of vertical direction can be by the rubber sleeve 1 and girder steel I 3 and girder steel II 4 on steel column 2
Between be provided with the isolation of spring 5 and offset because antidetonation formed steel construction of the present utility model can effective level of isolation and vertical
The vibrations in direction, so as to be effectively protected building.
In order to increase the stability of the steel structure frame, so as to increase its shock resistance, described girder steel I 3 is located at girder steel II 4
Top, diagonal brace 6 is provided between girder steel II 4 and conplane steel column 2.
In order to increase the stability of steel structure frame, so as to increase its shock resistance, the angle of described steel column 2 and girder steel
It is welded with reinforcement.
For more preferable fixed rubber sleeve, fixed by rubber fixed cover 7 between described rubber sleeve 1, i.e., in rubber sleeve
Contact position is fixed using rubber fixed cover.
In order to not influence the overall structure of steel construction, the distance between described girder steel I 3 and girder steel II 4 be steel column highly
1/9~1/8.
In order to prevent spring from departing from girder steel, it is seted to be welded on girder steel from playing antihunt action, described spring 5, rubber
Be provided with the through hole being engaged with spring on gum cover, such spring 5 can through rubber sleeve be fixed on girder steel I 3 and girder steel II 4 it
Between.
In order to extend the service life of the steel construction, the material of described spring 5 is stainless steel, on the outer surface of spring 5
Anticorrosive coat is scribbled, so can effectively prevent spring 5 from getting rusty.
Embodiment described above, simply one kind of the utility model more preferably specific embodiment, the skill of this area
The usual variations and alternatives that art personnel are carried out in the range of technical solutions of the utility model are intended to be included in guarantor of the present utility model
In the range of shield.
Claims (7)
1. a kind of antidetonation formed steel construction, including steel structure frame and the steel plate being fixed on framework, steel structure frame and steel plate are logical
Cross and be bolted to together, it is characterised in that：Described steel structure frame is that drum steel is formed by connecting plate fixation, steel column
（2）Rubber sleeve is set with the outer surface of girder steel（1）, girder steel I is provided between every two steel columns（3）With girder steel II（4）Two
Root girder steel, girder steel I（3）With girder steel II（4）Between be provided with spring（5）.
2. antidetonation formed steel construction according to claim 1, it is characterised in that：Described girder steel I（3）Positioned at girder steel II（4）
Top, girder steel II（4）With conplane steel column（2）Between be provided with diagonal brace（6）.
3. antidetonation formed steel construction according to claim 1, it is characterised in that：Described steel column（2）With the angle of girder steel
It is welded with reinforcement.
4. antidetonation formed steel construction according to claim 1, it is characterised in that：Described rubber sleeve（1）Between pass through rubber
Fixed cover（7）It is fixed.
5. antidetonation formed steel construction according to claim 1, it is characterised in that：Described girder steel I（3）With girder steel II（4）It
Between distance for steel column height 1/9~1/8.
6. antidetonation formed steel construction according to claim 1, it is characterised in that：Described spring（5）It is welded on girder steel, rubber
The through hole being engaged with spring is provided with gum cover.
7. antidetonation formed steel construction according to claim 1, it is characterised in that：Described spring（5）Material be stainless steel,
Spring（5）Outer surface on scribble anticorrosive coat.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621426116.2U CN206279844U (en) | 2016-12-23 | 2016-12-23 | A kind of antidetonation formed steel construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621426116.2U CN206279844U (en) | 2016-12-23 | 2016-12-23 | A kind of antidetonation formed steel construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206279844U true CN206279844U (en) | 2017-06-27 |
Family
ID=59071879
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621426116.2U Active CN206279844U (en) | 2016-12-23 | 2016-12-23 | A kind of antidetonation formed steel construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206279844U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110344634A (en) * | 2019-07-19 | 2019-10-18 | 华北水利水电大学 | A kind of low-rise building of antidetonation |
-
2016
- 2016-12-23 CN CN201621426116.2U patent/CN206279844U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110344634A (en) * | 2019-07-19 | 2019-10-18 | 华北水利水电大学 | A kind of low-rise building of antidetonation |
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