CN204266373U - A kind of assembled integral Steel Space grid box structure room for earthquake region - Google Patents

A kind of assembled integral Steel Space grid box structure room for earthquake region Download PDF

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Publication number
CN204266373U
CN204266373U CN201420747565.1U CN201420747565U CN204266373U CN 204266373 U CN204266373 U CN 204266373U CN 201420747565 U CN201420747565 U CN 201420747565U CN 204266373 U CN204266373 U CN 204266373U
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CN
China
Prior art keywords
unit
steel
box structure
assembled integral
space grid
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
Application number
CN201420747565.1U
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Chinese (zh)
Inventor
马克俭
田睿
栾焕强
张华刚
李灿琼
肖建春
魏艳辉
陶忠
付汝高
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
YUNNAN KUNGANG STEEL STRUCTURE CO Ltd
Tianjin University
Guizhou University
Original Assignee
YUNNAN KUNGANG STEEL STRUCTURE CO Ltd
Tianjin University
Guizhou University
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Publication date
Application filed by YUNNAN KUNGANG STEEL STRUCTURE CO Ltd, Tianjin University, Guizhou University filed Critical YUNNAN KUNGANG STEEL STRUCTURE CO Ltd
Priority to CN201420747565.1U priority Critical patent/CN204266373U/en
Application granted granted Critical
Publication of CN204266373U publication Critical patent/CN204266373U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of assembled integral Steel Space grid box structure room for earthquake region, aim to provide one and build speed soon, the steel lattice box structure room that shock resistance is strong.It comprises vertical steel grid wall stand, horizontal steel lattice superstructure frame, wallboard and floor structure; Described vertical steel grid wall stand is consisted of high strength exploitation some unit B and D unit; Described horizontal steel lattice superstructure frame is consisted of high strength exploitation several A unit; The shape of described A unit is that two " ten " words are connected to form, and is welded into double-decker by T-steel; Described unit B comprises column, is arranged at the crossbeam of column lower end, be arranged at column upper end for connect A unit longitudinal T-steel and for horizontal T-steel interconnective between unit B; Described D unit is the form of unit B along column 90 ° of corners; The connecting end portion of described A unit, unit B and D unit is provided with multiple screw.

Description

A kind of assembled integral Steel Space grid box structure room for earthquake region
Technical field
The utility model relates to shock resisting steel web frame room technical field, especially relates to a kind of assembled integral Steel Space grid box structure room for earthquake region.
Background technology
From Wenchuan County in Sichuan earthquake in 2008 to Yunnan Ludian earthquake in this year, cause massive losses, particularly because of casualties that house collapse causes.For a long time, no matter the vast farm dwelling of China is earthquake region or aseismic region, mostly adopt the masonry combination construction of precast hollow slab, the small black tile wooden construction that some areas or tenon combine, especially in the rural area of earthquake hotspot, do not have earthquake resistant design code relevant in urban construction, this is the main cause causing injures and deaths.Theory analysis and a large amount of engineering practices prove, adopt steel work, due to the mechanical characteristic of its material, have good anti-seismic performance.But adopt the conventional steel frame construction in similar city, not only cost is high, do not accomplish that large bay divides the multifunctional application in room flexibly yet.At present, the job site temporary building extensively adopted in all parts of the country, by steel frame, steel purlin bar compression type steel plate (below thickness 0.3mm) does enclosure wall and roofing forms, and does not reach standard and the condition of permanent residence.
Utility model content
The utility model overcomes shortcoming of the prior art, and providing one, to build speed fast, the strong and assembled integral Steel Space grid box structure room for earthquake region that cost is low of shock resistance.
In order to solve the problems of the technologies described above, the utility model is achieved through the following technical solutions: a kind of assembled integral Steel Space grid box structure room for earthquake region, comprises vertical steel grid wall stand, horizontal steel lattice superstructure frame, wallboard and floor structure; Described vertical steel grid wall stand is consisted of high strength exploitation some unit B and D unit; Described horizontal steel lattice superstructure frame is consisted of high strength exploitation several A unit; The shape of described A unit is that two " ten " words are connected to form, and is welded into double-decker by T-steel; Described unit B comprises column, is arranged at the crossbeam of column lower end, be arranged at column upper end for connect A unit longitudinal T-steel and for horizontal T-steel interconnective between unit B; Described D unit is the form of unit B along column 90 ° of corners, is arranged at the corner place of vertical steel grid wall stand; The connecting end portion of described A unit, unit B and D unit is provided with multiple screw.
Preferably, the column of described unit B and D unit is made up of H-type groove steel.
Preferably, the crossbeam of described unit B and the crossbeam of D unit are made up of H-type groove steel.
Preferably, the connecting end portion of described A unit, unit B and D unit is provided with six screws.
Preferably, described wallboard adopts DQ Light trabs.
Preferably, the T-steel upper surface, upper strata of described A unit is vertically provided with some pins.
Preferably, described floor structure is made up of the mixed dirt bed watered on horizontal steel lattice superstructure frame.
Preferably, gypsum plank is provided with below described horizontal steel lattice superstructure frame.
Preferably, the thickness of described gypsum plank is 25 ㎜.
Compared with prior art, the utility model tool has the following advantages:
(1) speed is built soon in assembled integral Steel Space grid box structure room of the present utility model, and cost is low, can greatly facilitate earthquake reconstruction or earthquake-resistant building from far-off regions transformation.It has builds simple and quick, and the advantage that shock resistance is strong, can resist the earthquake of about eight grades, is applicable to very much the area that earthquake takes place frequently and uses, and greatly can reduce casualties and property loss that earthquake causes.
(2) the utility model is rational in infrastructure, is convenient to safeguard, bulk strength is reliable, can be used as permanent house and uses.
Accompanying drawing explanation
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment or description of the prior art below, apparently, accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is the top view of the utility model embodiment.
Fig. 2 is the enlarged drawing of A unit in Fig. 1.
Fig. 3 is the sectional view of A-A in Fig. 2.
Fig. 4 is the sectional view of B-B in Fig. 2.
Fig. 5 is the front view of Fig. 1.
Fig. 6 is the enlarged drawing of unit B in Fig. 5.
Fig. 7 is 1-1 cutaway view Amplified image in Fig. 6.
Fig. 8 is the cutaway view Amplified image of C-C in Fig. 7.
Fig. 9 is the cutaway view Amplified image of D-D in Fig. 6.
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 paying the every other embodiment obtained under creative work prerequisite, all belong to the scope of the utility model protection.
For the assembled integral Steel Space grid box structure room in earthquake region shown in Fig. 1-9, comprise vertical steel grid wall stand, horizontal steel lattice superstructure frame, wallboard and floor structure; Described vertical steel grid wall stand is consisted of high strength exploitation some unit B and D unit; Described horizontal steel lattice superstructure frame is consisted of high strength exploitation several A unit; The shape of described A unit is that two " ten " words are connected to form, and is welded into Dual-layer structure by T-steel; Described unit B comprises column 1, is arranged at the crossbeam 2 of column 1 lower end, be arranged at column 1 upper end for connect A unit longitudinal T-steel 3 and for horizontal T-steel 4 interconnective between unit B; Described D unit is the form of unit B along column 90 ° of corners, is arranged at the corner place of vertical steel grid wall stand; The connecting end portion of described A unit, unit B and D unit is provided with multiple screw 5.
Wherein, the column of described unit B and D unit is made up of H-type groove steel.The crossbeam of described unit B and the crossbeam of D unit are made up of H-type groove steel.The connecting end portion of described A unit, unit B and D unit is all preferably provided with six screws.Described wallboard adopts DQ Light trabs.The T-steel upper surface, upper strata of described A unit is vertically provided with some pins 6.Described floor structure is made up of the mixed dirt bed watered on horizontal steel lattice superstructure frame.Be provided with gypsum plank below described horizontal steel lattice superstructure frame, the thickness of described gypsum plank is preferably 25 ㎜.
It is specifically implemented as follows: general embodiment is that site operation and factory floor process both sides parallel operations.Smooth location and road and foundation construction work is carried out in advance in build on-site.Meanwhile, by the A unit of horizontal steel lattice superstructure frame, the unit B of vertical steel grid wall stand and D unit in factory floor machine-shaping.After these machining cells machine, by element number entrucking, be transported to job site.The wall stand bottom H steel short column be now connected with basis is arranged, carry out unit B and D cellular installation steel frame, install after formation first floor wall stand entirety until first floor periphery wall stand, the unit A of horizontal steel lattice superstructure frame is carried out high-strength bolt installation, first floor horizontal grid superstructure and vertical steel grid wall stand are on an empty stomach rigidly connected, thus it is overall to form first floor Steel Space grid box structure; When second layer wall stand unit B and D unit are installed, at horizontal steel lattice superstructure frame bottom setting unit support bar, and break pin in the upper surface of the upper strata T-steel of A unit, and utilize lower floor's T-steel of A unit to do temporary support point, found support bar and wooden template at absolute altitude place, the T-steel edge of a wing, after assembling reinforcement cast-in-situ concrete maintenance, form steel concrete composite slab.Meanwhile, carry out the installation of second layer periphery wall stand unit B and D unit, carry out the installation of A unit after completing, formed after grid entirety, the construction method identical with lower floor horizontal steel lattice superstructure frame carries out the construction of upper strata horizontal steel lattice superstructure frame.
After the structural system construction of Steel Space grid box structure, internal window frame, doorframe position are carried out to the construction of ferro-cement window, doorframe.Adopt the two-sided thick DQ Light trabs of 60 ㎜ of inlaying by outer closure in steel lattice to periphery body of wall, then carry out inner room separation with DQ Light trabs, and carry out house hydropower installation on this basis.Meanwhile, the bottom steel lattice of horizontal steel lattice superstructure frame is closed with 25 thick gypsum planks, steel lattice box structure is all closed, and plays fireproofing function.By the house that the utility model is built, every layer of room can freely divide, and construction speed is fast, cost low (50kg/ ㎡ steel), can maintain an equal level with reinforced concrete frame.
The foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.

Claims (9)

1., for the assembled integral Steel Space grid box structure room in earthquake region, comprise vertical steel grid wall stand, horizontal steel lattice superstructure frame, wallboard and floor structure; It is characterized in that: described vertical steel grid wall stand is consisted of high strength exploitation some unit B and D unit; Described horizontal steel lattice superstructure frame is consisted of high strength exploitation several A unit; The shape of described A unit is that two " ten " words are connected to form, and is welded into double-decker by T-steel; Described unit B comprises column, is arranged at the crossbeam of column lower end, be arranged at column upper end for connect A unit longitudinal T-steel and for horizontal T-steel interconnective between unit B; Described D unit is the form of unit B along column 90 ° of corners, is arranged at the corner place of vertical steel grid wall stand; The connecting end portion of described A unit, unit B and D unit is provided with multiple screw.
2., according to claim 1 for the assembled integral Steel Space grid box structure room in earthquake region, it is characterized in that: the column of described unit B and D unit is made up of H-type groove steel.
3., according to claim 1 for the assembled integral Steel Space grid box structure room in earthquake region, it is characterized in that: the crossbeam of described unit B and the crossbeam of D unit are made up of H-type groove steel.
4., according to claim 1 for the assembled integral Steel Space grid box structure room in earthquake region, it is characterized in that: the connecting end portion of described A unit, unit B and D unit is provided with six screws.
5. according to claim 1 for the assembled integral Steel Space grid box structure room in earthquake region, it is characterized in that: described wallboard adopts DQ Light trabs.
6. according to any one of claim 1-5 for the assembled integral Steel Space grid box structure room in earthquake region, it is characterized in that: the T-steel upper surface, upper strata of described A unit is vertically provided with some pins.
7., according to claim 6 for the assembled integral Steel Space grid box structure room in earthquake region, it is characterized in that: described floor structure is made up of the mixed dirt bed watered on horizontal steel lattice superstructure frame.
8. according to claim 7 for the assembled integral Steel Space grid box structure room in earthquake region, it is characterized in that: below described horizontal steel lattice superstructure frame, be provided with gypsum plank.
9., according to claim 8 for the assembled integral Steel Space grid box structure room in earthquake region, it is characterized in that: the thickness of described gypsum plank is 25 ㎜.
CN201420747565.1U 2014-12-03 2014-12-03 A kind of assembled integral Steel Space grid box structure room for earthquake region Expired - Fee Related CN204266373U (en)

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Application Number Priority Date Filing Date Title
CN201420747565.1U CN204266373U (en) 2014-12-03 2014-12-03 A kind of assembled integral Steel Space grid box structure room for earthquake region

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104452966A (en) * 2014-12-03 2015-03-25 云南昆钢钢结构有限公司 Assembled integral type spatial steel grid box-shaped structural house for earthquake region
CN107130683A (en) * 2017-04-12 2017-09-05 湖北省电力勘测设计院 A kind of assembled box building and its Modular building module
CN111305441A (en) * 2020-02-28 2020-06-19 青岛理工大学 Energy-dissipating vibration-reducing hollow composite floor system

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104452966A (en) * 2014-12-03 2015-03-25 云南昆钢钢结构有限公司 Assembled integral type spatial steel grid box-shaped structural house for earthquake region
CN107130683A (en) * 2017-04-12 2017-09-05 湖北省电力勘测设计院 A kind of assembled box building and its Modular building module
CN111305441A (en) * 2020-02-28 2020-06-19 青岛理工大学 Energy-dissipating vibration-reducing hollow composite floor system

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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20150415

Termination date: 20201203

CF01 Termination of patent right due to non-payment of annual fee