CN205077615U - A floor outer wall lightweight steel construction for villa - Google Patents

A floor outer wall lightweight steel construction for villa Download PDF

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Publication number
CN205077615U
CN205077615U CN201520720739.XU CN201520720739U CN205077615U CN 205077615 U CN205077615 U CN 205077615U CN 201520720739 U CN201520720739 U CN 201520720739U CN 205077615 U CN205077615 U CN 205077615U
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CN
China
Prior art keywords
floor
type
joist
type ground
truss
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
CN201520720739.XU
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Chinese (zh)
Inventor
向元进
朱海涛
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.)
Wendeng Landao Construction Engineering Co Ltd
Original Assignee
Wendeng Landao Construction Engineering 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 Wendeng Landao Construction Engineering Co Ltd filed Critical Wendeng Landao Construction Engineering Co Ltd
Priority to CN201520720739.XU priority Critical patent/CN205077615U/en
Application granted granted Critical
Publication of CN205077615U publication Critical patent/CN205077615U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model relates to a floor outer wall lightweight steel construction for villa, it includes concrete grade beam, the C of lower floor type keel, SBS waterproofing membrane, glass silk heat preservation cotton, zinc -plated connecting plate, C type truss floor beam, truss H shaped steel, truss galvanized sheet, upper C type keel, roof H shaped steel, zinc -plated roof, support angle steel, the packing keeps warm cottonly at the 2nd glass silk of upper C type keel's C type inslot, upper strata C type keel and the corresponding C of lower floor type keel are on a plumb line, the utility model discloses a light steel and the combination of H shaped steel are used, and the sound construction is rational in infrastructure, adopts zinc -plating anticorrosive durable, reinforces through the angle steel, and glass silk heat preservation cotton can keep warm, adopts the I -steel atress equitable, construction speed is fast, and the building high quality alleviates the house through the lightening hole and bears a burden, improves efficiency of construction, improvement equipment quality through the alignment dotting punch, through recess design science, the location is reasonable.

Description

A kind of outer wall of floor lightweight steel construction for villa
Technical field
The utility model relates to a kind of outer wall of floor lightweight steel construction, is specifically related to a kind of outer wall of floor lightweight steel construction for villa.
Background technology
Light steel structure house building has the plurality of advantages such as construction is convenient, high from the standardization and normalization degree of heavy and light, factorial praluction, energy-saving efficiency good, resource environment saving.Existing lightgage steel joist building frame retaining wall and separation body of wall are the building structure taking embedded mode, method of clamping and standard component fastening means to realize by the sheet material of various material.
Obviously, the cost of production of this building enclosure wall board is relatively high, and maintenance cost of its building, the intensity of wall body structure and natural environment, climate change is on the generation more or less of its uncertainty affected and the popularization weakened in a lot of range of application.
And traditional wooden construction, brick mix structure, normal steel structure, concrete structure exist consumption greatly relatively in resource, the energy, environment, man-hour, labour etc., technical standard standardization and site construction technology are subject to the interference of human factor, synoptic climate condition element etc. more.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of sound construction, the outer wall of floor lightweight steel construction for villa fast, with low cost and easy for installation of constructing.
For solving the problem, technical solution adopted in the utility model is:
The utility model comprises the concrete grade beam be arranged on ground, the lower floor C type ground joist that lower end is connected with concrete grade beam by chemical anchor bolts, be arranged on the SBS waterproof roll between concrete grade beam, be filled in the first glass fiber heat-preservation cotton in the C type groove of lower floor C type ground joist, the galvanizing continuous fishplate bar be connected by round end washer with lower floor C type ground joist side plate, the C type truss floor joist that one end is connected with C type ground joist by galvanizing continuous fishplate bar, be welded on the truss H profile steel be connected on lower floor C type ground joist side plate and with C type truss floor joist lower side panel, the truss galvanized sheet that downside is connected with C type truss floor joist upper surface and lower floor C type ground joist upper surface respectively, be arranged on the upper strata C type ground joist that on truss galvanized sheet upper side and lower end is connected with the upper surface of lower floor C type ground joist by hexagonal washer, be arranged on the roof H profile steel on C type ground joist one side, upper strata, the zinc-plated top board be connected with epipleural and the C type ground joist upper surface, upper strata of roof H profile steel respectively, the second glass fiber heat-preservation cotton in the support angle steel be connected with lower side panel and the upper strata C type ground joist side plate of roof H profile steel respectively by link bolt and the C type groove being filled in upper strata C type ground joist, upper strata C type ground joist and corresponding lower floor C type ground joist on a plumb line, C type truss floor joist and upper strata C type ground joist and the T-shaped setting of lower floor C type ground joist, the upper surface of the epipleural of roof H profile steel is concordant with the upper surface of upper strata C type ground joist, described upper strata C type ground joist, lower floor C type ground joist, roof H profile steel, truss H profile steel and support angle steel are provided with zinc coat, described C type truss floor joist is provided with lightening hole and centering dotting punch, and described C type truss floor joist end face is provided with groove.
The beneficial effect adopting technique scheme to produce is:
The utility model adopts light steel and H profile steel to combinationally use, and sound construction is reasonable in design, protection of the environment, decreases concrete use amount, and speed of application is fast, protection soil; Employing galvanized anticorrosive is durable, and by angle steel reinforced, glass fiber heat-preservation cotton can be incubated, and adopts i iron reasonable stress; Speed of application is fast, and construction quality is high, adopts lightening hole to alleviate house and bears a heavy burden, adopt centering dotting punch to improve efficiency of construction, improve assembling quality; Adopt groove, design science, reasonable positioning; Adopt chemical anchor bolts, be connected firmly, Stability Analysis of Structures; Adopt SBS waterproof roll, environmental and durable, speed of application is fast, good water-proof effect; Adopt T-shaped design, sound construction.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Wherein: 1, concrete grade beam; 2, chemical anchor bolts; 3, SBS waterproof roll; 4, lower floor C type ground joist; 5, the first glass fiber heat-preservation cotton; 6, truss H profile steel; 7, C type truss floor joist; 8, galvanizing continuous fishplate bar; 9, angle steel is supported; 10, roof H profile steel; 11, zinc-plated top board; 12, upper strata C type ground joist; 13, truss galvanized sheet; 14, ground; 15, the second glass fiber heat-preservation cotton.
Detailed description of the invention
As shown in Figure 1, the utility model comprises the concrete grade beam 1 be arranged on ground 14, the lower floor C type ground joist 4 that lower end is connected with concrete grade beam 1 by chemical anchor bolts 2, be arranged on the SBS waterproof roll 3 between concrete grade beam 1, be filled in the first glass fiber heat-preservation cotton 5 in the C type groove of lower floor C type ground joist 4, the galvanizing continuous fishplate bar 8 be connected by round end washer with lower floor C type ground joist 4 side plate, the C type truss floor joist 7 that one end is connected with C type ground joist 4 by galvanizing continuous fishplate bar 8, be welded on the truss H profile steel 6 be connected on lower floor C type ground joist 4 side plate and with C type truss floor joist 7 lower side panel, the truss galvanized sheet 13 that downside is connected with C type truss floor joist 7 upper surface and lower floor C type ground joist 4 upper surface respectively, be arranged on the upper strata C type ground joist 12 that on truss galvanized sheet 13 upper side and lower end is connected with the upper surface of lower floor C type ground joist 4 by hexagonal washer, be arranged on the roof H profile steel 10 on C type ground joist 12 1 side, upper strata, the zinc-plated top board 11 be connected with epipleural and C type ground joist 12 upper surface, upper strata of roof H profile steel 10 respectively, the second glass fiber heat-preservation cotton 15 in the support angle steel 9 be connected with lower side panel and upper strata C type ground joist 12 side plate of roof H profile steel 10 respectively by link bolt and the C type groove being filled in upper strata C type ground joist 12, adopt lightweight steel construction, reasonable in design, stressed science, durable, adopt glass fiber heat-preservation cotton, can be incubated, respond well.
Adopt chemical anchor bolts 2, be connected firmly, Stability Analysis of Structures; Adopt SBS waterproof roll 3, environmental and durable, speed of application is fast, good water-proof effect.
Upper strata C type ground joist 12 and corresponding lower floor C type ground joist 4 on a plumb line, C type truss floor joist 7 and upper strata C type ground joist 12 and the T-shaped setting of lower floor C type ground joist 4; Adopt T-shaped design, sound construction; The upper surface of the epipleural of roof H profile steel 10 is concordant with the upper surface of upper strata C type ground joist 12; Install accurately, improve assembling quality.
Upper strata C type ground joist 12, lower floor C type ground joist 4, roof H profile steel 10, truss H profile steel 6 and support angle steel 9 are provided with zinc coat, anticorrosion durable.
Described C type truss floor joist 7 is provided with lightening hole and centering dotting punch, and described C type truss floor joist 7 end face is provided with groove, realizes fast aligning, improves construction quality, reduces rigging error, alleviates house and bears a heavy burden, increase locating surface by groove.
Last it is noted that above embodiment is only in order to illustrate the technical solution of the utility model, be not intended to limit; Although be described in detail the utility model with reference to previous embodiment, those of ordinary skill in the art is to be understood that: it still can be modified to the technical scheme described in previous embodiment, or carries out equivalent replacement to wherein portion of techniques feature; It is apparent for carrying out combination as those skilled in the art to multiple technical scheme of the present utility model.And these amendments or replacement, do not make the essence of appropriate technical solution depart from the spirit and scope of the utility model embodiment technical scheme.

Claims (1)

1. the outer wall of floor lightweight steel construction for villa, it is characterized in that: it comprises the concrete grade beam (1) be arranged on ground (14), lower floor C type ground joist (4) that lower end is connected with concrete grade beam (1) by chemical anchor bolts (2), be arranged on the SBS waterproof roll (3) between concrete grade beam (1), be filled in the first glass fiber heat-preservation cotton (5) in the C type groove of lower floor C type ground joist (4), the galvanizing continuous fishplate bar (8) be connected by round end washer with lower floor C type ground joist (4) side plate, C type truss floor joist (7) that one end is connected with C type ground joist (4) by galvanizing continuous fishplate bar (8), be welded on the truss H profile steel (6) be connected on lower floor C type ground joist (4) side plate and with C type truss floor joist (7) lower side panel, the truss galvanized sheet (13) that downside is connected with C type truss floor joist (7) upper surface and lower floor C type ground joist (4) upper surface respectively, be arranged on upper strata C type ground joist (12) that on truss galvanized sheet (13) upper side and lower end is connected with the upper surface of lower floor C type ground joist (4) by hexagonal washer, be arranged on the roof H profile steel (10) on C type ground joist (12) side, upper strata, the zinc-plated top board (11) be connected with epipleural and C type ground joist (12) upper surface, upper strata of roof H profile steel (10) respectively, the second glass fiber heat-preservation cotton (15) in the support angle steel (9) be connected with lower side panel and upper strata C type ground joist (12) side plate of roof H profile steel (10) respectively by link bolt and the C type groove being filled in upper strata C type ground joist (12),
Upper strata C type ground joist (12) and corresponding lower floor C type ground joist (4) on a plumb line, C type truss floor joist (7) and upper strata C type ground joist (12) and ground joist (4) the T-shaped setting of lower floor C type;
The upper surface of the epipleural of roof H profile steel (10) is concordant with the upper surface on upper strata C type ground joist (12);
Described upper strata C type ground joist (12), lower floor C type ground joist (4), roof H profile steel (10), truss H profile steel (6) and support angle steel (9) are provided with zinc coat;
Described C type truss floor joist (7) is provided with lightening hole and centering dotting punch, and described C type truss floor joist (7) end face is provided with groove.
CN201520720739.XU 2015-09-17 2015-09-17 A floor outer wall lightweight steel construction for villa Expired - Fee Related CN205077615U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520720739.XU CN205077615U (en) 2015-09-17 2015-09-17 A floor outer wall lightweight steel construction for villa

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520720739.XU CN205077615U (en) 2015-09-17 2015-09-17 A floor outer wall lightweight steel construction for villa

Publications (1)

Publication Number Publication Date
CN205077615U true CN205077615U (en) 2016-03-09

Family

ID=55430030

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520720739.XU Expired - Fee Related CN205077615U (en) 2015-09-17 2015-09-17 A floor outer wall lightweight steel construction for villa

Country Status (1)

Country Link
CN (1) CN205077615U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105672485A (en) * 2016-04-08 2016-06-15 安徽富煌钢构股份有限公司 External wall board and steel beam connecting node of steel structure house

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105672485A (en) * 2016-04-08 2016-06-15 安徽富煌钢构股份有限公司 External wall board and steel beam connecting node of steel structure house

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GR01 Patent grant
C14 Grant of patent or utility model
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160309

Termination date: 20180917

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