CN104372961A - Anti-seismic integrated lightweight steel construction house - Google Patents
Anti-seismic integrated lightweight steel construction house Download PDFInfo
- Publication number
- CN104372961A CN104372961A CN201410619839.3A CN201410619839A CN104372961A CN 104372961 A CN104372961 A CN 104372961A CN 201410619839 A CN201410619839 A CN 201410619839A CN 104372961 A CN104372961 A CN 104372961A
- Authority
- CN
- China
- Prior art keywords
- pillar stand
- steel construction
- lightweight steel
- stand columns
- sides
- 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.)
- Pending
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
- E04H1/02—Dwelling houses; Buildings for temporary habitation, e.g. summer houses
- E04H1/04—Apartment houses arranged in two or more levels
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B2001/1957—Details of connections between nodes and struts
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Environmental & Geological Engineering (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention discloses an anti-seismic integrated lightweight steel construction house which comprises a handrail, a ladder beam, a ladder plate, ribbed beams, triangular connectors, cross beams, hollow meal type supporting layers, lower stand columns, ground beams, supporting devices, upper stand columns, a roof cross beam, roof cant beams, four-corner connectors, threaded holes, strengthened sway braces and pipeline installation holes. The supporting devices comprise the cross beams, the upper stand columns and the strengthened sway braces. The strengthened sway braces are installed on the upper stand columns and the cross beams on the left side and the right side. The upper sides and the lower sides of the upper stand columns and the lower stand columns are provided with the pipeline installation holes, the upper sides of the four-corner connectors are connected with the upper stand columns, and the lower sides of the four-corner connectors are connected with the lower stand columns. The cross beams and the ribbed beams are perpendicularly installed on the left sides and the right sides of the four-corner connectors, and the ground beams are installed in the hollow metal type supporting layers. According to the anti-seismic integrated lightweight steel construction house, the strengthened sway braces are arranged at the joints of the stand columns and the cross beams, all the parts are connected through the triangular connectors and the four-corner connectors, and the pipeline installation holes are formed in the upper sides and the lower sides of the stand columns.
Description
Technical field
The present invention relates to a kind of lightweight steel construction room, 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.
Summary of the invention
For overcoming the deficiencies in the prior art part, the invention provides one can the integrated lightweight steel construction room of antidetonation, to solve the technical problem of prior art shock resistance difference.
The technical solution adopted in the present invention 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 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, 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 invention will be further described in conjunction with the embodiments with reference to the accompanying drawings.
Fig. 1 is schematic perspective view of the present invention;
Fig. 2 is the structural representation of the present invention four angle joint;
Fig. 3 is the structural representation of delta connection of the present invention;
Fig. 4 is reinforcement structure with oblique member schematic diagram of the present invention.
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 embodiment of the present invention, be clearly and completely described the technical scheme in the embodiment of the present invention, obviously, described embodiment is only the present invention's part embodiment, instead of whole embodiments.Based on the embodiment in the present invention, those of ordinary skill in the art, not making the every other embodiment obtained under creative work prerequisite, belong to the scope of protection of the invention.
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 describe embodiments of the invention, for the ordinary skill in the art, be appreciated that and can carry out multiple change, amendment, replacement and modification to these embodiments without departing from the principles and spirit of the present invention, scope of the present invention 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 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.
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 |
|---|---|---|---|
| CN201410619839.3A CN104372961A (en) | 2014-11-06 | 2014-11-06 | Anti-seismic integrated lightweight steel construction house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410619839.3A CN104372961A (en) | 2014-11-06 | 2014-11-06 | Anti-seismic integrated lightweight steel construction house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104372961A true CN104372961A (en) | 2015-02-25 |
Family
ID=52552127
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410619839.3A Pending CN104372961A (en) | 2014-11-06 | 2014-11-06 | Anti-seismic integrated lightweight steel construction house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104372961A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105369894A (en) * | 2015-12-08 | 2016-03-02 | 福建金蟾绿能材料科技有限公司 | Bamboo joint type steel structure building |
| CN105672699A (en) * | 2016-02-01 | 2016-06-15 | 黄杰华 | Removable villa structure |
| CN106121036A (en) * | 2016-08-29 | 2016-11-16 | 广东铝美居科技实业有限公司 | A kind of aluminium section bar Beam-post Frame Structure |
| CN106193294A (en) * | 2016-08-29 | 2016-12-07 | 广东铝美居科技实业有限公司 | A kind of aluminum room |
| CN106284641A (en) * | 2016-08-29 | 2017-01-04 | 广东铝美居科技实业有限公司 | A kind of method of construction in aluminum room |
| CN106906905A (en) * | 2017-04-25 | 2017-06-30 | 江苏跃发建设工程有限公司 | A kind of steel construction board house of convenient disassembly |
| CN106906904A (en) * | 2017-04-24 | 2017-06-30 | 江苏跃发建设工程有限公司 | A kind of reusable steel construction board house |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
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| WO1998031884A1 (en) * | 1997-01-15 | 1998-07-23 | Gordon Stanley Turner | Improved building structures |
| CN101418592A (en) * | 2008-10-31 | 2009-04-29 | 官木喜 | Combined light steel structure house and mounting method thereof |
| CN102888895A (en) * | 2012-09-26 | 2013-01-23 | 河南奥斯派克科技有限公司 | Light ultrathin wall steel structure house |
| CN203238581U (en) * | 2013-02-22 | 2013-10-16 | 丁斌 | Assembled type glass fiber reinforced plastic combined steel structure house |
| CN103981947A (en) * | 2014-05-14 | 2014-08-13 | 湖南绿广景观新材料有限公司 | Novel integration house structure |
| CN204311776U (en) * | 2014-11-06 | 2015-05-06 | 安徽鸿路钢结构(集团)股份有限公司 | A kind of integrated lightweight steel construction room of antidetonation |
-
2014
- 2014-11-06 CN CN201410619839.3A patent/CN104372961A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1998031884A1 (en) * | 1997-01-15 | 1998-07-23 | Gordon Stanley Turner | Improved building structures |
| CN101418592A (en) * | 2008-10-31 | 2009-04-29 | 官木喜 | Combined light steel structure house and mounting method thereof |
| CN102888895A (en) * | 2012-09-26 | 2013-01-23 | 河南奥斯派克科技有限公司 | Light ultrathin wall steel structure house |
| CN203238581U (en) * | 2013-02-22 | 2013-10-16 | 丁斌 | Assembled type glass fiber reinforced plastic combined steel structure house |
| CN103981947A (en) * | 2014-05-14 | 2014-08-13 | 湖南绿广景观新材料有限公司 | Novel integration house structure |
| CN204311776U (en) * | 2014-11-06 | 2015-05-06 | 安徽鸿路钢结构(集团)股份有限公司 | A kind of integrated lightweight steel construction room of antidetonation |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105369894A (en) * | 2015-12-08 | 2016-03-02 | 福建金蟾绿能材料科技有限公司 | Bamboo joint type steel structure building |
| CN105672699A (en) * | 2016-02-01 | 2016-06-15 | 黄杰华 | Removable villa structure |
| WO2017132950A1 (en) * | 2016-02-01 | 2017-08-10 | 黄杰华 | Removable villa structure |
| CN106121036A (en) * | 2016-08-29 | 2016-11-16 | 广东铝美居科技实业有限公司 | A kind of aluminium section bar Beam-post Frame Structure |
| CN106193294A (en) * | 2016-08-29 | 2016-12-07 | 广东铝美居科技实业有限公司 | A kind of aluminum room |
| CN106284641A (en) * | 2016-08-29 | 2017-01-04 | 广东铝美居科技实业有限公司 | A kind of method of construction in aluminum room |
| CN106284641B (en) * | 2016-08-29 | 2018-10-09 | 广东铝美居科技实业有限公司 | A kind of method of construction in aluminium room |
| CN106906904A (en) * | 2017-04-24 | 2017-06-30 | 江苏跃发建设工程有限公司 | A kind of reusable steel construction board house |
| CN106906905A (en) * | 2017-04-25 | 2017-06-30 | 江苏跃发建设工程有限公司 | A kind of steel construction board house of convenient disassembly |
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| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20150225 |
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| WD01 | Invention patent application deemed withdrawn after publication |