CN204311776U - A kind of integrated lightweight steel construction room of antidetonation - Google Patents
A kind of integrated lightweight steel construction room of antidetonation Download PDFInfo
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- CN204311776U CN204311776U CN201420659375.4U CN201420659375U CN204311776U CN 204311776 U CN204311776 U CN 204311776U CN 201420659375 U CN201420659375 U CN 201420659375U CN 204311776 U CN204311776 U CN 204311776U
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- crossbeam
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Abstract
A kind of integrated lightweight steel construction room of antidetonation, comprise handrail, ladder beam, gangboard, girt strip, delta connection, crossbeam, hollow metal type supporting layer, lower pillar stand, grade beam, bracing or strutting arrangement, upper pillar stand, roof beams, roof cant beam, four angle joints, screwed hole, strengthen bearing diagonal, pipeline installing hole, described bracing or strutting arrangement comprises crossbeam, upper pillar stand and reinforcement bearing diagonal, described reinforcement bearing diagonal is arranged on the crossbeam of upper pillar stand and the left and right sides, the upper and lower sides of described upper pillar stand and lower pillar stand is equipped with pipeline installing hole, the top of described four angle joints connects upper pillar stand, below connects lower pillar stand, described crossbeam and girt strip are vertically mounted on the left and right sides of four angle joints, it is inner that described grade beam is arranged on hollow metal type supporting layer, the integrated lightweight steel construction room of this invention, column and crossbeam junction is adopted to be provided with reinforcement bearing diagonal, each parts adopt delta connection to be connected with four angle joints, pipeline installing hole is equipped with up and down at column.
Description
Technical field
The utility model relates to a kind of lightweight steel construction room, and especially relating to one can the integrated lightweight steel construction room of antidetonation.
Background technology
It is higher comparatively speaking that lightweight steel construction room cost mixes steel reinforced concrete than traditional brick, light-weight structure residence is with its distinctive steel frame and body of wall, the interior layout of the materials such as roofing and standardization, regularization and ancillary facility, be difficult to the custom that the adaptation masses can " process arbitrarily " house, the house of light steel construction is perishable, and also answers periodic maintenance during use, and lightweight steel construction room stability is not high, also there is unreasonable structure, poor seismic behavior etc. shortcoming.
Utility model content
For overcoming the deficiencies in the prior art part, the utility model provides one can the integrated lightweight steel construction room of antidetonation, to solve the technical problem of prior art shock resistance difference.
The technical scheme that the utility model adopts is: the integrated lightweight steel construction room of a kind of antidetonation, comprise handrail, terraced beam, gangboard, girt strip, lower pillar stand, grade beam, bracing or strutting arrangement, roof beams, roof cant beam, screwed hole and pipeline installing hole, described handrail is bolted on terraced beam, on the left of the terraced beam that described gangboard is welded on, described bracing or strutting arrangement comprises crossbeam, upper pillar stand and reinforcement bearing diagonal, and described reinforcement bearing diagonal is arranged on the crossbeam of upper pillar stand and the left and right sides; The upper and lower sides of described upper pillar stand and lower pillar stand is equipped with pipeline installing hole, the top of described four angle joints connects described upper pillar stand, below connects described lower pillar stand, described crossbeam and girt strip are vertically mounted on the left and right sides of described four angle joints, described lower pillar stand is connected above described delta connection, described four angle joints and delta connection are respectively equipped with screwed hole, and it is inner that described grade beam is arranged on hollow metal type supporting layer, and described roof beams is bolted on described roof cant beam.
Preferably, described delta connection and four angle joints are equipped with reinforcement groove.
Preferably, described hollow metal type supporting layer is double-deck aluminum-zinc alloy steel.
Preferably, described reinforcement bearing diagonal is symmetricly set in described upper pillar stand both sides.
Preferably, the every 20cm of described grade beam arranges a screwed hole.
Preferably, described crossbeam is H profile steel.
Beneficial effect: the integrated lightweight steel construction room of this utility model, column and crossbeam junction is adopted to be provided with reinforcement bearing diagonal, each parts adopt delta connection to be connected with four angle joints, pipeline installing hole is equipped with up and down at column, hollow metal type supporting layer adopts aluminum-zinc alloy steel, intensity is high, and bearing load ability is strong, and corrosion resistance have also been obtained great raising.
Accompanying drawing explanation
The utility model will be further described in conjunction with the embodiments with reference to the accompanying drawings.
Fig. 1 is schematic perspective view of the present utility model;
Fig. 2 is the structural representation of the utility model four angle joint;
Fig. 3 is the structural representation of the utility model delta connection;
Fig. 4 is reinforcement structure with oblique member schematic diagram of the present utility model.
In figure: comprise handrail 1, terraced beam 2, gangboard 3, girt strip 4, delta connection 5, crossbeam 6, hollow metal type supporting layer 7, lower pillar stand 8, grade beam 9, bracing or strutting arrangement 10, upper pillar stand 11, roof beams 12, roof cant beam 13, four angle joint 14, screwed hole 15, strengthen bearing diagonal 16 and pipeline installing hole 17.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the utility model embodiment, be clearly and completely described the technical scheme in the utility model embodiment, obviously, described embodiment is only the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art are not making the every other embodiment obtained under creative work prerequisite, all belong to the scope of the utility model protection.
See Fig. 1-4, as shown in the figure, a kind of integrated lightweight steel construction room of antidetonation, comprise handrail 1, terraced beam 2, gangboard 3, girt strip 4, delta connection 5, crossbeam 6, hollow metal type supporting layer 7, lower pillar stand 8, grade beam 9, bracing or strutting arrangement 10, upper pillar stand 11, roof beams 12, roof cant beam 13, four angle joint 14, screwed hole 15, strengthen bearing diagonal 16 and pipeline installing hole 17, handrail 1 is bolted on terraced beam 2, on the left of the terraced beam 2 that gangboard 3 is welded on.
Bracing or strutting arrangement 10 comprises crossbeam 6, upper pillar stand 11 and strengthens bearing diagonal 16, strengthening bearing diagonal 16 is arranged on the crossbeam 6 of upper pillar stand 11 and the left and right sides, strengthen bearing diagonal 16 have two and be symmetrical arranged, the upper and lower sides of upper pillar stand 11 and lower pillar stand 8 is equipped with pipeline installing hole 17, the top of four angle joints 14 connects upper pillar stand 11, below connects lower pillar stand 8, and crossbeam 6 and girt strip 4 are vertically mounted on the left and right sides of four angle joints 14, and crossbeam 6 is H profile steel.
Lower pillar stand 8 is connected above delta connection 5, four angle joints 14 and delta connection 5 are respectively equipped with screwed hole 15, delta connection 5 and four angle joints 11 are equipped with reinforcement groove, it is inner that grade beam 9 is arranged on hollow metal type supporting layer 7, the every 20cm of grade beam 9 arranges a screwed hole, hollow metal type supporting layer 7 is double-deck aluminum-zinc alloy steel, and roof beams 12 is bolted on roof cant beam 13.
Further improvement is: the integrated lightweight steel construction room of this antidetonation, adopt upper pillar stand 11 and crossbeam 6 junction to be provided with and strengthen bearing diagonal 16, make the superstructure of structural iron more stable, add shock resistance, each parts adopt delta connection 5 to be connected with four angle joints 14, and be provided with reinforcement groove at delta connection 5 and four angle joints 14, each parts are connected tightr, more firm, also material is greatly reduced, pipeline installing hole 17 is equipped with up and down at column, facilitate the installation of circuit, hollow metal type supporting layer 7 adopts aluminum-zinc alloy steel, intensity is high, bearing load ability is strong, and corrosion resistance have also been obtained great raising.
Although illustrate and described embodiment of the present utility model, for the ordinary skill in the art, be appreciated that and can carry out multiple change, amendment, replacement and modification to these embodiments when not departing from principle of the present utility model and spirit, scope of the present utility model is by claims and equivalents thereof.
Claims (6)
1. the integrated lightweight steel construction room of antidetonation, comprise handrail, terraced beam, gangboard, girt strip, lower pillar stand, grade beam, bracing or strutting arrangement, roof beams, roof cant beam, screwed hole and pipeline installing hole, it is characterized in that: described handrail is bolted on terraced beam, on the left of the terraced beam that described gangboard is welded on, described bracing or strutting arrangement comprises crossbeam, upper pillar stand and reinforcement bearing diagonal, and described reinforcement bearing diagonal is arranged on the crossbeam of upper pillar stand and the left and right sides; The upper and lower sides of described upper pillar stand and lower pillar stand is equipped with pipeline installing hole, the top of four angle joints connects described upper pillar stand, below connects described lower pillar stand, described crossbeam and girt strip are vertically mounted on the left and right sides of described four angle joints, described lower pillar stand is connected above delta connection, described four angle joints and delta connection are respectively equipped with screwed hole, and it is inner that described grade beam is arranged on hollow metal type supporting layer, and described roof beams is bolted on described roof cant beam.
2. the integrated lightweight steel construction room of a kind of antidetonation according to claim 1, is characterized in that: described delta connection and four angle joints are equipped with reinforcement groove.
3. the integrated lightweight steel construction room of a kind of antidetonation according to claim 1, is characterized in that: described hollow metal type supporting layer is double-deck aluminum-zinc alloy steel.
4. the integrated lightweight steel construction room of a kind of antidetonation according to claim 1, is characterized in that: described reinforcement bearing diagonal is symmetricly set in described upper pillar stand both sides.
5. the integrated lightweight steel construction room of a kind of antidetonation according to claim 1, is characterized in that: the every 20cm of described grade beam arranges a screwed hole.
6. the integrated lightweight steel construction room of a kind of antidetonation according to claim 1, is characterized in that: described crossbeam is H profile steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420659375.4U CN204311776U (en) | 2014-11-06 | 2014-11-06 | A kind of integrated lightweight steel construction room of antidetonation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420659375.4U CN204311776U (en) | 2014-11-06 | 2014-11-06 | A kind of integrated lightweight steel construction room of antidetonation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204311776U true CN204311776U (en) | 2015-05-06 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201420659375.4U Active CN204311776U (en) | 2014-11-06 | 2014-11-06 | A kind of integrated lightweight steel construction room of antidetonation |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104372961A (en) * | 2014-11-06 | 2015-02-25 | 安徽鸿路钢结构(集团)股份有限公司 | Anti-seismic integrated lightweight steel construction house |
| CN106013846A (en) * | 2016-07-14 | 2016-10-12 | 陈俊虎 | Combined type changeable villa |
| CN107724710A (en) * | 2017-09-19 | 2018-02-23 | 温州天泽建设有限公司 | Lightweight steel construction Antiseismic house |
-
2014
- 2014-11-06 CN CN201420659375.4U patent/CN204311776U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104372961A (en) * | 2014-11-06 | 2015-02-25 | 安徽鸿路钢结构(集团)股份有限公司 | Anti-seismic integrated lightweight steel construction house |
| CN106013846A (en) * | 2016-07-14 | 2016-10-12 | 陈俊虎 | Combined type changeable villa |
| CN107724710A (en) * | 2017-09-19 | 2018-02-23 | 温州天泽建设有限公司 | Lightweight steel construction Antiseismic house |
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| GR01 | Patent grant |