CN205743207U - The typhoon protection ruggedized construction built is faced in a kind of construction - Google Patents
The typhoon protection ruggedized construction built is faced in a kind of construction Download PDFInfo
- Publication number
- CN205743207U CN205743207U CN201620426297.2U CN201620426297U CN205743207U CN 205743207 U CN205743207 U CN 205743207U CN 201620426297 U CN201620426297 U CN 201620426297U CN 205743207 U CN205743207 U CN 205743207U
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- China
- Prior art keywords
- room
- vertical rod
- construction
- bar
- described vertical
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- Tents Or Canopies (AREA)
Abstract
The utility model discloses a kind of construction and face the typhoon protection ruggedized construction built, including many vertical rods behind before being arranged on room and room and the roof system that is formed on roofing, described vertical rod fixes on the ground, one_to_one corresponding front and back, all described vertical rod after being positioned at all described vertical rod before room and being positioned at room is linked together by multiple tracks room lower vertical bar respectively, is provided with, outside the facade that described vertical rod is formed with described room lower vertical bar, the bridging being connected with described vertical rod and described room lower vertical bar；Described roof system uses room cross tube and room upper vertical bar to be connected with each other and form, and described room cross tube is connected with the top of described vertical rod, is provided with cable wind rope between the top and ground of described vertical rod.This utility model uses vertical rod, cross bar, vertical pole and bridging to face in construction and builds outside formation cage construction and fix on the ground, being effectively increased construction and facing the anti-typhoon capacity built, thus avoiding casualties and property loss.
Description
Technical field
This utility model relates to the ruggedized construction of temporary building, and the typhoon protection ruggedized construction built is faced in a kind of construction.
Background technology
At present, the construction in domestic construction project is faced and is built commonly used movable color steel room, and movable color steel room has peace and tears open
Convenience, cost are low, material can have enough to meet the need the features such as use.But, if engineering is located along Haicheng City, due to the Pacific Ocean temperature difference
The relation of air-flow, every annual to be affected by 4～5 typhoons, and focuses mostly on 7～JIUYUE.Movable color steel
Room is highly prone to typhoon and destroys because of the defect in himself structure, in turn results in the loss of casualties and property.
Summary of the invention
This utility model provides a kind of construction to face the typhoon protection built add consolidation for solving technical problem present in known technology
Structure, uses this structural strengthening construction to face to build and be prevented from typhoon and damage construction and face and build.
This utility model is adopted the technical scheme that by solving technical problem present in known technology: a kind of construct to face build
Typhoon protection ruggedized construction, including many vertical rods behind before being arranged on room and room and the roof system that is formed on roofing, described
Vertical rod fixes on the ground, front and back one_to_one corresponding, all described vertical after being positioned at all described vertical rod before room and being positioned at room
Bar is linked together by multiple tracks room lower vertical bar respectively, is provided with outside the facade that described vertical rod and described room lower vertical bar are formed
The bridging being connected with described vertical rod and described room lower vertical bar；Described roof system uses room cross tube and room upper vertical bar to be connected with each other
Forming, described room cross tube is connected with the top of described vertical rod, is provided with cable wind rope between the top and ground of described vertical rod.
Described vertical rod is welded on base anchor, and described base anchor uses expansion bolt to fix on the ground.
The lower end of described cable wind rope is connected to band and hooks on reinforcing bar, and described band hooks reinforcing bar and is implanted in underground.
The upper end of described cable wind rope and described vertical rod, described room cross tube and be positioned on the described room outside described roof system vertical
Bar connects.
Described cable wind rope is 45 °～60 ° with the angle on ground.
The longitudinally adjacent distance between two described vertical rods is 3.6m.
This utility model has the advantage that with good effect: uses vertical rod, cross bar, vertical pole and bridging to face in construction and builds
Outside forms cage construction and fixes on the ground, is effectively increased construction and faces the anti-typhoon capacity built, thus avoids personnel
Injures and deaths and property loss.
Accompanying drawing explanation
Fig. 1 is side elevational view of the present utility model；
Fig. 2 is front elevation view of the present utility model；
Fig. 3 is the A portion enlarged drawing of Fig. 1；
Fig. 4 is the B portion enlarged drawing of Fig. 1；
Fig. 5 is the C portion enlarged drawing of Fig. 1；
Fig. 6 is Fig. 5 top view.
In figure: 1, vertical rod；2, room lower vertical bar；3, bridging；4, room cross tube；5, room upper vertical bar；6, guy
Rope；7, base anchor；8, expansion bolt；9, band hooks reinforcing bar.
Detailed description of the invention
For summary of the invention of the present utility model, feature and effect can be further appreciated that, hereby enumerate following example, and coordinate
Accompanying drawing describes in detail as follows:
Referring to Fig. 1～Fig. 6, the typhoon protection ruggedized construction built is faced in a kind of construction, including many before being arranged on room and behind room
Vertical rod 1 and the roof system being formed on roofing, described vertical rod 1 fixes on the ground, and one_to_one corresponding front and back, before being positioned at room
All described vertical rod 1 and all described vertical rod 1 after being positioned at room linked together by multiple tracks room lower vertical bar 2 respectively,
It is provided with and described vertical rod 1 and described room lower vertical bar 2 phase outside the facade that described vertical rod 1 and described room lower vertical bar 2 are formed
Bridging 3 even；Described roof system uses room cross tube 4 and room upper vertical bar 5 to be connected with each other and form, described room cross tube 4
It is connected with the top of described vertical rod 1, between top and the ground of described vertical rod 1, is provided with cable wind rope 6.
In the present embodiment, described vertical rod 1 is welded on base anchor 7, and described base anchor 7 uses expansion bolt 8 to fix
On the ground.The lower end of described cable wind rope 6 is connected to band and hooks on reinforcing bar 9, and described band hooks reinforcing bar 9 and is implanted in underground.
The upper end of described cable wind rope 6 and described vertical rod 1, described room cross tube 4 and be positioned on the described room outside described roof system vertical
Bar 5 connects.Described cable wind rope 6 is 45 °～60 ° with the angle on ground.Between two longitudinally adjacent described vertical rods 1
Distance be 3.6m.
Construction method of the present utility model: position anchor point and the drawknot point → surface drilling of cable wind rope of vertical rod 1, squeeze into
It is horizontal that expansion bolt 8, implantation belt hook reinforcing bar 9 → install vertical rod 1 and room lower vertical bar 2 → buckle room upper vertical bar 5 → set up on room
Bar 4 → cable wind rope 6 is connected with room cross tube 4, room upper vertical bar 5 and vertical rod 1 → and facade arranges bridging 3, cable wind rope
6 band hook reinforcing bar 9 drawknots implanted with ground.
Although preferred embodiment of the present utility model being described above in conjunction with accompanying drawing, but this utility model not office
Being limited to above-mentioned detailed description of the invention, above-mentioned detailed description of the invention is only schematically, is not restrictive, this
The those of ordinary skill in field, under enlightenment of the present utility model, is being protected without departing from this utility model objective and claim
In the case of the scope protected, it is also possible to make a lot of form, within these belong to protection domain of the present utility model.
Claims (6)
1. the typhoon protection ruggedized construction built is faced in a construction, it is characterised in that many before including being arranged on room and behind room are stood
Bar and the roof system being formed on roofing, described vertical rod fixes on the ground, one_to_one corresponding front and back, is positioned at owning before room
Described vertical rod and all described vertical rod after being positioned at room are linked together by multiple tracks room lower vertical bar respectively, in described vertical rod and
It is provided with, outside the facade that described room lower vertical bar is formed, the bridging being connected with described vertical rod and described room lower vertical bar；
Described roof system uses room cross tube and room upper vertical bar to be connected with each other and form, described room cross tube and the top of described vertical rod
It is connected, between the top and ground of described vertical rod, is provided with cable wind rope.
The typhoon protection ruggedized construction built is faced in construction the most according to claim 1, it is characterised in that described vertical rod is welded
On base anchor, described base anchor uses expansion bolt to fix on the ground.
The typhoon protection ruggedized construction built is faced in construction the most according to claim 1, it is characterised in that described cable wind rope
Lower end is connected to band and hooks on reinforcing bar, and described band hooks reinforcing bar and is implanted in underground.
4. face the typhoon protection ruggedized construction built according to the construction described in claim 1 or 3, it is characterised in that described guy
Upper end and described vertical rod, the described room cross tube of rope and be positioned at the described room upper vertical bar outside described roof system and be connected.
The typhoon protection ruggedized construction built is faced in construction the most according to claim 1, it is characterised in that described cable wind rope with
The angle on ground is 45 °～60 °.
The typhoon protection ruggedized construction built is faced in construction the most according to claim 1, it is characterised in that longitudinally adjacent two
Described in root, the distance between vertical rod is 3.6m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620426297.2U CN205743207U (en) | 2016-05-11 | 2016-05-11 | The typhoon protection ruggedized construction built is faced in a kind of construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620426297.2U CN205743207U (en) | 2016-05-11 | 2016-05-11 | The typhoon protection ruggedized construction built is faced in a kind of construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205743207U true CN205743207U (en) | 2016-11-30 |
Family
ID=57368698
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620426297.2U Expired - Fee Related CN205743207U (en) | 2016-05-11 | 2016-05-11 | The typhoon protection ruggedized construction built is faced in a kind of construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205743207U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836931A (en) * | 2017-03-13 | 2017-06-13 | 中国十七冶集团有限公司 | The coastal big facility typhoon protection that faces of engineering reinforces locking means |
| CN109339480A (en) * | 2018-11-21 | 2019-02-15 | 防城港中重工有限公司 | Temporarily use movable plank house radix saposhnikoviae reinforcement means |
-
2016
- 2016-05-11 CN CN201620426297.2U patent/CN205743207U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836931A (en) * | 2017-03-13 | 2017-06-13 | 中国十七冶集团有限公司 | The coastal big facility typhoon protection that faces of engineering reinforces locking means |
| CN109339480A (en) * | 2018-11-21 | 2019-02-15 | 防城港中重工有限公司 | Temporarily use movable plank house radix saposhnikoviae reinforcement means |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20161130 Termination date: 20210511 |