CN205857459U - Light gauge steel inner partition wall - Google Patents

Light gauge steel inner partition wall Download PDF

Info

Publication number
CN205857459U
CN205857459U CN201620740894.2U CN201620740894U CN205857459U CN 205857459 U CN205857459 U CN 205857459U CN 201620740894 U CN201620740894 U CN 201620740894U CN 205857459 U CN205857459 U CN 205857459U
Authority
CN
China
Prior art keywords
square tube
vertical
partition wall
structure floor
fixed
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
CN201620740894.2U
Other languages
Chinese (zh)
Inventor
纪来有
晏义知
张�成
陈云鹏
刘晓寒
李桐
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.)
China Construction Second Engineering Bureau Co Ltd
Original Assignee
China Construction Second Engineering Bureau Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Construction Second Engineering Bureau Co Ltd filed Critical China Construction Second Engineering Bureau Co Ltd
Priority to CN201620740894.2U priority Critical patent/CN205857459U/en
Application granted granted Critical
Publication of CN205857459U publication Critical patent/CN205857459U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Building Environments (AREA)

Abstract

The utility model provides a partition wall in light gauge steel, includes the calcium silicate board panel of fossil fragments and fossil fragments both sides, fossil fragments including set up at last structure floor and down between the structure floor vertical keel and with this vertical keel aggregate erection's horizontal fossil fragments, its characterized in that: a vertical square tube and a transverse square tube which is vertically and fixedly installed with the vertical square tube are arranged between the upper structural floor slab and the lower structural floor slab to form a square tube reinforcing framework; the transverse keels are arranged between the vertical square tubes in the framework, and the vertical keels are arranged between the transverse square tubes in the framework; the top of the vertical square tube is fixed with the upper structural floor slab, and the bottom of the vertical square tube is fixed with the lower structural floor slab. Adopt the utility model discloses can effectively strengthen the height of partition wall in the light gauge steel and stability, improve the structural safety performance, in addition, adopt the utility model discloses can have effective reduction steel quantity, save the cost.

Description

A kind of lightgage steel joist internal partition wall
Technical field
This utility model relates to internal partition wall construction field, particularly relates to a kind of lightgage steel joist internal partition wall.
Background technology
Lightgage steel joist internal partition wall have lightweight, intensity is higher, fire resistance good, highly versatile and install easy characteristic, Have the effects such as shockproof, dust-proof, the sound insulation of adaptation, sound-absorbing, constant temperature, the most also have that the duration is short, easy construction, be unlikely to deform etc. excellent Point, thus all types of buildings such as the present residential district, office building, hotel, market, factory more and more use in lightgage steel joist every Wall.Specify according to atlas (03J111-1 " lightgage steel joist internal partition wall "), for ensureing partition wall stability, different centre keel size dimensions There is its maximum height limit of constructing.Single Os Draconis construction maximum height limit is exceeded for Factory Building, market and office building hall plurality of layers height, will Relatively simple atlas way cannot be used.
Along with gradually stepping up of building industry level, the shockproof requirements about building increasingly comes into one's own in recent years, about The Aseismic Design of non-structural element the most increasingly receive publicity (building non-structural element refer to building in addition to load-bearing skeleton system Fixing component and parts, lightgage steel joist internal partition wall belong to this row).Especially high technology building, apparatus expensive, structural floor Height, span is big, and owner is for reduction risk it is generally required to insure, and insurance company is just strict with building to be needed to meet antidetonation phase Close regulation, comprise structural elements and non-structural element.For the part routine partition wall body in 03J111-1 atlas, although can protect Demonstrate,prove certain stability, but earthquake resistant code requirement cannot be met.For the calcium silicate board type-setting mode of conventional 1+1, use C-shaped Centre keel, body of wall height, more than 6m, i.e. needs Os Draconis spacing 400mm wide for 150mm to arrange;Wherein on 150mm width C-type steel market Being difficult to purchase, price customized is high, and speed is slow;Os Draconis are big and intensive, and efficiency of construction is the slowest;According to multiple rows of Os Draconis or 2+ 2 calcium silicate board type-setting modes, the quantity of Os Draconis and difficulty of construction are bigger, and efficiency of construction is slower.
Summary of the invention
The purpose of this utility model is to provide a kind of lightgage steel joist internal partition wall, solves lightgage steel joist internal partition wall in prior art The problem of less stable, and solve the problem that in prior art, steel consumption excessive cost is too high, also solve work in prior art Work amount is too much, the problem that construction speed is the slowest.
For achieving the above object, this utility model offer techniques below scheme:
A kind of lightgage steel joist internal partition wall, the high 6 ~ 10m of wall, including the calcium silicate board panel of Os Draconis and Os Draconis both sides, described dragon Bone includes being arranged on the vertical keel between structure floor and lower structure floor and combining the horizontal of installation with this vertical keel Os Draconis, it is characterised in that: it is provided with vertical square tube and vertical with this vertical square tube between described upper structure floor and lower structure floor Hard-wired horizontal square tube, constitutes square tube and reinforces skeleton;Described lateral keel is located in skeleton between vertical square tube, described perpendicular It is located in skeleton between horizontal square tube to Os Draconis;The top of described vertical square tube is fixed with upper structure floor, bottom and lower structure Floor is fixed.
It is further preferred that described vertical square tube lower end is welded and fixed with the lower buried plate being arranged on lower structure floor, institute State lower buried plate to be fixed with lower structure floor by lower bolt.
Further, described vertical square tube upper end can be welded and fixed with the upper buried plate being arranged on upper structure floor, institute State buried plate to be fixed with upper structure floor by upper bolt.
Further, can bear down on one with the square tube being arranged under upper structure floor and be welded and fixed in described vertical square tube upper end, The two ends that described square tube bears down on one are fixed in structural steel beam.
Further, described internal partition wall can be located under the structural steel beam bottom structure floor, described vertical square tube Upper end is welded and fixed with structural steel beam.
Further, described upper bolt and lower bolt are all expansion bolts.
Further, described calcium silicate board panel can use the type-setting mode of single-surface single-layer or two-sided double-deck.
Additionally, described lateral keel is U-shaped steel, described vertical keel is C-type steel.
Compared with prior art this utility model has the characteristics that and beneficial effect:
1, use this utility model can effectively strengthen height and the stability thereof of lightgage steel joist internal partition wall, improve structural safety Performance.
2, use this utility model can effectively reduce steel using amount, provide cost savings.
3, using this utility model, its square tube buried plate and welding procedure are the most ripe, perform convenient and swift.Follow-up perpendicular dragon Bone size diminishes, and quantity reduces, and decreases the workload of keel installation, contrasts Normal practice, and square tube is reinforced way and greatly speeded up Construction speed.
Accompanying drawing explanation
Fig. 1 is the structural representation of this utility model a kind of lightgage steel joist internal partition wall;
Fig. 2 is this utility model a kind of lightgage steel joist vertical square tube of internal partition wall and the connection diagram of lower structure floor;
Fig. 3 is the top view of Fig. 2;
Fig. 4 is the structural representation that the vertical square tube that relates to of this utility model and upper structure floor connect embodiment one;
Fig. 5 is the structural representation that the vertical square tube that relates to of this utility model and upper structure floor connect embodiment two;
Fig. 6 is the structural representation that the vertical square tube that relates to of this utility model and upper structure floor connect embodiment three.
The upper structure floor of reference: 1-;Structure floor under 2-;3-lateral keel;4-vertical keel;5-calcium silicate board face Plate;The vertical square tube of 6-;The horizontal square tube of 7-;Buried plate under 8-;Bolt under 9-;The upper buried plate of 10-;The upper bolt of 11-;12-structural steel beam; 13-square tube bears down on one.
Detailed description of the invention
For the technological means making this utility model realize, character of innovation, reach purpose and be easy to understand with effect, below In conjunction with accompanying drawing, this utility model is further illustrated.
The embodiment recorded at this is specific detailed description of the invention of the present utility model, is used for illustrating of the present utility model Design, is all explanatory and exemplary, should not be construed as this utility model embodiment and the limit of this utility model scope System.In addition to the embodiment recorded at this, those skilled in the art can also be public based on the application claims and description institute The content opened uses other technical scheme obvious, and these technical schemes include using doing the embodiment recorded at this Go out the technical scheme of any obvious substitutions and modifications.
This utility model provides a kind of lightgage steel joist internal partition wall, as it is shown in figure 1, a kind of lightgage steel joist internal partition wall, internal partition wall High 6 ~ 10m, including the calcium silicate board panel 5 of Os Draconis and Os Draconis both sides, calcium silicate board panel 5 uses mono-layer single-face 1+1 or bilayer The type-setting mode of two-sided 2+2, Os Draconis include being arranged on the vertical keel 4 between structure floor 1 and lower structure floor 2 and with this The lateral keel 3 that vertical keel 4 combination is installed, lateral keel 3 is U-shaped steel, and vertical keel 4 is C-type steel, wide 100 ~ 150mm, phase Adjacent vertical keel 4 spacing 600 ~ 650mm.Vertical square tube 6 and vertical with this it is provided with between upper structure floor 1 and lower structure floor 2 The vertical hard-wired horizontal square tube 7 of square tube 6, constitutes square tube and reinforces skeleton;Lateral keel 3 be located in skeleton vertical square tube 6 it Between, vertical keel 4 is located in skeleton laterally between square tube 7;The top of vertical square tube 6 is fixed with upper structure floor 1, bottom with under Structure floor 2 is fixed.As shown in Figures 2 and 3, vertical square tube 6 lower end is fixed with the lower buried plate 8 being arranged on lower structure floor 2, under Buried plate 8 is fixed with lower structure floor 2 by lower bolt 9.As shown in Figure 4, vertical square tube 6 upper end be arranged on upper structure floor 1 On upper buried plate 10 fix, upper buried plate 10 is fixed with upper structure floor 1 by upper bolt 11, and upper bolt 10 and lower bolt 9 are all Expansion bolt.As it is shown in figure 5, internal partition wall is located at structural steel beam bottom structure floor 1 12 times, the upper end of vertical square tube 6 with Structural steel beam 12 is welded and fixed.As shown in Figure 6, bear down on one with the square tube being arranged under upper structure floor 1 in described vertical square tube 6 upper end 13 are welded and fixed, described square tube bear down on one 13 two ends be fixed in structural steel beam 12.
Provide below this utility model detailed description of the invention:
Step one, material prepare: get out following material in advance, square tube, setscrew, buried plate, vertical keel (c-type), Lateral keel (U-shaped), calcium silicate board panel, support card, Kato, angle torr, connector, fixture, self-tapping screw, rock wool etc.;
Step 2, land clearing and levelling complete;
Step 3, body of wall position;
Step 4, pre-buried bottom and top buried plate: pre-buried bottom, top buried plate, embedding manner uses setscrew rearmounted Method is fixed;
Step 5, fixing vertical square tube: after discharging body of wall location line, bury the fixing lower buried plate in vertical square tube bottom underground.According to The design thickness of body of wall, the piecemeal height of light partition wall and the seismic behavior requirement of light partition wall, select different model chis Very little square tube, buried plate, confirm square tube structure spacing.Vertical square tube setting principle is substantially with building structure post setting principle.Lower buried plate After being provided with, for normal concrete floor, carry out unwrapping wire in top same location and set buried plate.For steel construction, General body of wall is positioned at steel beam bottom, and vertical square tube top can be directly welded on girder steel, it is not necessary to arranges buried plate;If top is without steel Beam, can use the square tube of same specification, along wall length direction, is welded and fixed with structural steel beam nearby, forms one top Through square tube bears down on one, and vertical square tube bears down on one with square tube and is welded and fixed;
Step 6, fixed lateral square tube: set up bottom vertical square tube and after upper buried plate (except top is without buried plate), weldering Connect and fix vertical square tube.According to the spacing of vertical square tube, intercept suitable length, vertical square tube is welded and fixed horizontal side Logical.Laterally square tube height confirms according to partition wall block design, forms overall square tube and reinforces skeleton;
Step 7, installation calcium silicate board panel: welding lateral keel and vertical keel, finally complete each block calcium silicate board Panel is installed, until acceptance(check).
The foregoing is only preferred embodiment of the present utility model, not in order to limit this utility model, all in this practicality Within novel spirit and principle, any modification, equivalent substitution and improvement etc. made, should be included in guarantor of the present utility model Within the scope of protecting.

Claims (8)

1. a lightgage steel joist internal partition wall, the high 6 ~ 10m of wall, including the calcium silicate board panel (5) of Os Draconis and Os Draconis both sides, described dragon Bone include the vertical keel (4) that is arranged between structure floor (1) and lower structure floor (2) and with this vertical keel (4) group Close the lateral keel (3) installed, it is characterised in that: it is provided with vertical side between described upper structure floor (1) and lower structure floor (2) Logical (6) and hard-wired horizontal square tube (7) vertical with this vertical square tube (6), described horizontal square tube (7) and vertical square tube (6) Constitute square tube and reinforce skeleton;Described lateral keel (3) is in being located at skeleton between vertical square tube (6), and described vertical keel (4) is located at In skeleton between horizontal square tube (7);The top of described vertical square tube (6) is fixed with upper structure floor (1), bottom and lower structure building Plate (2) is fixed.
2. lightgage steel joist internal partition wall as claimed in claim 1 a kind of, it is characterised in that: described vertical square tube (6) lower end with set The lower buried plate (8) put on lower structure floor (2) is welded and fixed, and described lower buried plate (8) is by lower bolt (9) and lower structure floor (2) fixing.
3. lightgage steel joist internal partition wall as claimed in claim 2 a kind of, it is characterised in that: described vertical square tube (6) upper end with set The upper buried plate (10) put on upper structure floor (1) is welded and fixed, and described upper buried plate (10) is by upper bolt (11) and upper structure Floor (1) is fixed.
4. lightgage steel joist internal partition wall as claimed in claim 2 a kind of, it is characterised in that: described vertical square tube (6) upper end with set Put the square tube under upper structure floor (1) bear down on one (13) be welded and fixed, the bear down on one two ends of (13) of described square tube are fixed on structural steel On beam (12).
5. a kind of lightgage steel joist internal partition wall as claimed in claim 2, it is characterised in that: described internal partition wall is located at structure floor (1), under the structural steel beam (12) of bottom, the upper end of described vertical square tube (6) is welded and fixed with structural steel beam (12).
6. a kind of lightgage steel joist internal partition wall as claimed in claim 3, it is characterised in that: described upper bolt (10) and lower bolt (9) it is all expansion bolt.
7. a kind of lightgage steel joist internal partition wall as claimed in claim 1, it is characterised in that: described calcium silicate board panel (5) uses Single-surface single-layer or the type-setting mode of two-sided double-deck.
8. a kind of lightgage steel joist internal partition wall as described in claim 1-7 any one, it is characterised in that: described lateral keel (4) being U-shaped steel, described vertical keel (3) is C-type steel.
CN201620740894.2U 2016-07-14 2016-07-14 Light gauge steel inner partition wall Expired - Fee Related CN205857459U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620740894.2U CN205857459U (en) 2016-07-14 2016-07-14 Light gauge steel inner partition wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620740894.2U CN205857459U (en) 2016-07-14 2016-07-14 Light gauge steel inner partition wall

Publications (1)

Publication Number Publication Date
CN205857459U true CN205857459U (en) 2017-01-04

Family

ID=57647157

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620740894.2U Expired - Fee Related CN205857459U (en) 2016-07-14 2016-07-14 Light gauge steel inner partition wall

Country Status (1)

Country Link
CN (1) CN205857459U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111561074A (en) * 2020-04-29 2020-08-21 北京建院装饰工程设计有限公司 Light ultrahigh sound-insulation fireproof steel partition wall and construction method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111561074A (en) * 2020-04-29 2020-08-21 北京建院装饰工程设计有限公司 Light ultrahigh sound-insulation fireproof steel partition wall and construction method thereof
CN111561074B (en) * 2020-04-29 2021-06-22 北京建院装饰工程设计有限公司 Light ultrahigh sound-insulation fireproof steel partition wall and construction method thereof

Similar Documents

Publication Publication Date Title
CN102162278A (en) Light steel structure building system
US8720154B1 (en) Cold-formed steel structural wall and floor framing system
CN105421818A (en) Embedded steel structure assembling residence
CN104963408B (en) A kind of building structure and its construction method
CN107190884A (en) A kind of new many high-rise hot-rolled steel section composite light-weight steel shear wall combined structure systems
Vassallo et al. Seismic design of a six-storey CLT building in Italy
CN104631650B (en) Screen plate outer wall with heat insulation layer and construction method
CN205857459U (en) Light gauge steel inner partition wall
CN106759885B (en) Cold formed steel structure house inner wall structural system
CN203213348U (en) Large space NALC (Autoclaved Lightweight Concrete) wall board structure
CN110748076B (en) Prestressed steel pipe truss externally-hung wallboard and wall body manufactured and installed by using same
CN215253841U (en) Picatinny floor
CN205637661U (en) Multilayer lightweight steel construction villa
Jaksch et al. A timber based attic extension system for sustainable urban densification
CN108999318B (en) Unit curtain wall side buried single pendant structure, unit body with side buried single pendant and unit curtain wall mounting method
CN102021953B (en) Building gas explosion inclined wall structure
CN201581521U (en) Building gas explosion-proof oblique wall body structure
CN206337691U (en) A kind of structure with assembled lightweight steel floor
CN110820951A (en) Fast-assembling type post-grouting building and construction method thereof
CN203066291U (en) Combined wall of angle steel keel combined with light concrete
De Vos et al. Lightweight cold-formed portal frames for developing countries
CN102936932A (en) Combined wall with angle steel keel combined with light concrete
Wang et al. Research on mechanical properties of a new fabricated wall material in building with light steel structure
CN219327204U (en) Steel frame assembled light steel wire net rack mortar-perlite-polyphenyl enclosure wall
CN221077312U (en) High-level water tank bracket and system for indirect air cooling system

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: 20170104

Termination date: 20170714