CN208884774U - Lightweight steel construction Side fascia - Google Patents
Lightweight steel construction Side fascia Download PDFInfo
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- CN208884774U CN208884774U CN201820078170.5U CN201820078170U CN208884774U CN 208884774 U CN208884774 U CN 208884774U CN 201820078170 U CN201820078170 U CN 201820078170U CN 208884774 U CN208884774 U CN 208884774U
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- steel plate
- side fascia
- shape steel
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- buried plug
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Abstract
The utility model relates to a kind of lightweight steel construction Side fascias, belong to technical field of buildings.Including the rectangular girder steel in upper layer, the rectangular girder steel of lower layer, upper layer floor, lower layer's floor, Side fascia, convex steel plate, generic connectivity bolt, pre-buried plug-in unit L shape steel plate, connector L shape steel plate, high strong ties bolt, heat bridge heat insulation strip, a stairstepping plunger, two stairstepping plungers, trapezoidal groove double card tongue, trapezoidal groove；High strong ties bolt anchors convex steel plate and rectangular girder steel, and generic connectivity bolt anchors convex steel plate lower end and pre-buried plug-in unit L shape steel plate；Side fascia agrees with Side fascia joint face by the way that trapezoidal groove is corresponding with trapezoidal plunger.The utility model bearing capacity height, good integrity, effectively cut off heat bridge, easy for construction, speed of application is fast, connecting-piece structure is simple, connector quantity is few, good economical benefit, can carry out the factorial production.
Description
Technical field
The utility model belongs to technical field of buildings, more particularly to a kind of lightweight steel construction Side fascia.
Background technique
In recent years, with the increasing of China's comprehensive utilization of waste dynamics, the especially processing to building waste waste and China
The implementation of building subassembly, building wall board industry have new opportunity to develop again in policy.During this, the corresponding product in China
National standard, construction and acceptance specification are issued and implemented successively, are greatly promoted the recovery of China's building wall board industry.And
Improving for building wall board technology will inject new power again for building trade.But wallboard industry develops slowly always, in addition to
The horizontal people not to the utmost developed on material is such as unexpected, and construction technology is still comparatively laborious, does not form real assembled process.Construction
Quality also cannot be guaranteed.If work progress can be simplified, production efficiency is improved, the industrialization of building trade will be greatly speeded up
Process is greatly facilitated the development of building industry, and particularly, Side fascia connection needs a large amount of connectors, and connector standardization is single,
Not only cause construction technology cumbersome, assembled production also develops slowly.In addition, solving Side fascia connection to generate heat bridge to be always to build
Build the most important problem of Side fascia development.
Utility model content
In order to solve above-mentioned technical problem, the utility model provides a kind of lightweight steel construction Side fascia, mainly
In order to develop, a kind of good integrity, stress performance are good, effectively cut off that heat bridge, simple structure, connecting-piece structure be simple, connection number of packages
Few lightweight steel construction Side fascia is measured, can effectively solve the problem that connecting-piece structure is complicated, standardization is single and be difficult to produce and process, connector
Quantity is more, the high problem of project cost.
The technical solution adopted in the utility model is as follows:
A kind of lightweight steel construction Side fascia, including the rectangular girder steel in upper layer (1), the rectangular girder steel of lower layer (2), upper layer floor (3), under
Floor plate (4), Side fascia (5), convex steel plate (6), generic connectivity bolt (7), pre-buried plug-in unit L shape steel plate (8), connector L shape
Steel plate (9), high strong ties bolt (10), heat bridge heat insulation strip (11), a stairstepping plunger (12), two stairstepping plungers (13), ladder
Connected in star double card tongue (14), trapezoidal groove (15)；
The upper end lateral surface of lightweight steel construction Side fascia, upper layer floor (3) upper surface overlap the rectangular girder steel in upper layer (1), upper layer
Rectangular girder steel (1) lateral surface is concordant with Side fascia (5) lateral surface；Pre-buried insert is set at Side fascia (5) upper surface 15-20cm
2/3rds insertions Side fascia (5) of part L shape steel plate (8), pre-buried plug-in unit L shape steel plate (8) waist are interior, and the one of convex steel plate (6)
End passes perpendicularly through the outer one third part of the exposed Side fascia of pre-buried plug-in unit L shape steel plate (8) waist (5), and closely Side fascia (5),
Upper layer rectangular girder steel (1) lateral surface is close to convex steel plate (6), and high strong ties bolt (10) is by convex steel plate (6) upper end and upper layer
Rectangular girder steel (1) anchoring, generic connectivity bolt (7) anchor convex steel plate (6) lower end and pre-buried plug-in unit L shape steel plate (8)；Upper end
Medial surface, connector L shape steel plate (9) connect the rectangular girder steel in upper layer (1) lower surface, pass perpendicularly through pre-buried plug-in unit L shape steel plate (8) waist
The outer one third part of the exposed Side fascia of body (5), and closely Side fascia (5), generic connectivity bolt (7) is by connector L shape steel plate
(9) it is anchored with pre-buried plug-in unit L shape steel plate (8)；The lower end outside face of lightweight steel construction Side fascia, lower layer rectangular girder steel (2) lateral surface
It is concordant with Side fascia (5) lateral surface；At Side fascia (5) lower surface 15-20cm, pre-buried plug-in unit L shape steel plate (8) waist three divides
Two insertion Side fascia (5) in, one end of convex steel plate (6) passes perpendicularly through the exposed Side fascia of pre-buried plug-in unit L shape steel plate (8) waist
(5) outer one third part, and closely Side fascia (5), lower layer's rectangular girder steel (2) lateral surface are close to convex steel plate (6), high-strength company
Connecting bolt (10) anchors convex steel plate (6) lower end and the rectangular girder steel of lower layer (2), and generic connectivity bolt (7) is by convex steel plate (6)
Upper end and pre-buried plug-in unit L shape steel plate (8) anchor；The lower end inside face of lightweight steel construction Side fascia, connector L shape steel plate (9) connection
Lower layer's floor (4) passes perpendicularly through the outer one third part of the exposed Side fascia of pre-buried plug-in unit L shape steel plate (8) waist (5), and closely
Side fascia (5), generic connectivity bolt (7) anchor connector L shape steel plate (9) and pre-buried plug-in unit L shape steel plate (8)；Side fascia (5)
Interior pre-buried plug-in unit L shape steel plate (8) misplaces arrangement up and down；When Side fascia (5) is connect with Side fascia (5), Side fascia (5) left lateral trapezoidal
Groove (15) agrees with two stairstepping plunger (13) of right side, meanwhile, one stairstepping plunger (12) of right side and left lateral trapezoidal groove are double
Block tongue (14) agrees with, and agrees with seam filling heat bridge heat insulation strip (11).
A kind of lightweight steel construction Side fascia connection method, includes the following steps:
A. after Side fascia (5) is marched into the arena, model, size, presentation quality are checked by design requirement, it is complete that horizontal chamber erects chamber water proof structure
It is whole；
B. before Side fascia (5) being installed, according to project drawing, Side fascia (5) position is positioned using infrared ray laying out instrument；
C. according to project drawing, the connection rectangular girder steel in upper layer (1), the rectangular girder steel of lower layer (2) and convex steel plate (6) position are determined
It sets, drilling machine punching；
D. Side fascia (5) are placed and is beaten with the rectangular girder steel in upper layer (1), lower layer rectangular girder steel (2) link position, drilling machine
Hole, high strong ties bolt (10) the anchoring rectangular girder steel in upper layer (1), the rectangular girder steel of lower layer (2) and convex steel plate (6), generic connectivity
Bolt (7) anchors convex steel plate (6) and pre-buried plug-in unit L shape steel plate (8)；
E. adjacent Side fascia (5) connection trapezoidal groove (15) agrees with two stairstepping plungers (13), trapezoidal groove (15) and
Two stairstepping plungers (13) agree with seam filling heat bridge heat insulation strip (11)；
F. by connector L shape steel plate (9) corresponding position, drilling machine punching, plain bolt (7) anchor connector L shape steel plate
(9) with pre-buried plug-in unit L shape steel plate (8).
Further, the pre-buried plug-in unit L shape steel plate (8) is apart from 10-20cm at left and right sides of Side fascia (5).
Further, the pre-buried plug-in unit L shape steel plate (8), connector L shape steel plate (9) use Q235 L300*100*
10.5*15mm。
Further, the generic connectivity bolt (7) arranges a row, length in connector L shape steel plate (9) width direction
Direction determines that arrangement distance interval is 30-40cm according to bearing capacity calculation.
The utility model has the advantages of:
The advantages of the utility model and beneficial effect are: the utility model bearing capacity height, good integrity, effectively cutting heat
Bridge, easy for construction, speed of application is fast, connecting-piece structure is simple, connector quantity is few, the production of good economical benefit, formula convenient for assembly.
Detailed description of the invention
Fig. 1 is Side fascia schematic view of facade structure；
Fig. 2 is Side fascia and Side fascia connection schematic diagram；
Fig. 3 is Side fascia and rectangular girder steel connecting side elevation；
Fig. 4 connect front elevation view with rectangular girder steel for Side fascia；
Fig. 5 is convex steel plate and L shape steel plate connection signal schematic diagram.
In figure, 1 is the rectangular girder steel in upper layer；2 be the rectangular girder steel of lower layer；3 be upper layer floor；4 lower layer's floors；5 be Side fascia；
6 be convex steel plate；7 be generic connectivity bolt；8 be pre-buried plug-in unit L shape steel plate；9 be connector L shape steel plate；10 be high strong ties
Bolt；11 be heat bridge heat insulation strip；12 be a stairstepping plunger；13 be two stairstepping plungers；14 be trapezoidal groove double card tongue；15 are
Trapezoidal groove.
Specific embodiment
In order to further illustrate the utility model, the utility model is retouched in detail with reference to the accompanying drawings and embodiments
It states, but they cannot be interpreted as to the restriction to scope of protection of the utility model.
Embodiment 1: as Figure 1-Figure 5, a kind of lightweight steel construction Side fascia, including the rectangular girder steel 1 in upper layer, lower layer are rectangular
Girder steel 2, lower layer's floor 4, Side fascia 5, convex steel plate 6, generic connectivity bolt 7, pre-buried plug-in unit L shape steel plate 8, connects upper layer floor 3
It is fitting L shape steel plate 9, high strong ties bolt 10, heat bridge heat insulation strip 11, a stairstepping plunger 12, two stairstepping plungers 13, trapezoidal recessed
Slot double card tongue 14, trapezoidal groove 15；
The upper end lateral surface of lightweight steel construction Side fascia, 3 upper surface of upper layer floor overlap the rectangular girder steel 1 in upper layer, and upper layer is rectangular
1 lateral surface of girder steel is concordant with 5 lateral surface of Side fascia；Pre-buried plug-in unit L shape steel plate is set at 5 upper surface 15-20cm of Side fascia
8,2/3rds of pre-buried 8 waist of plug-in unit L shape steel plate are inserted into Side fascias 5, and one end of convex steel plate 6 passes perpendicularly through pre-buried plug-in unit
The outer one third part of the exposed Side fascia 5 of 8 waist of L shape steel plate, and closely Side fascia 5, rectangular 1 lateral surface of girder steel in upper layer are close to convex
Shape steel plate 6, high strong ties bolt 10 anchor 6 upper end of convex steel plate and the rectangular girder steel 1 in upper layer, and generic connectivity bolt 7 is by convex
6 lower end of steel plate and pre-buried plug-in unit L shape steel plate 8 anchor；Upper end medial surface, connector L shape steel plate 9 connect under the rectangular girder steel 1 in upper layer
Surface passes perpendicularly through the outer one third part of the pre-buried exposed Side fascia 5 of 8 waist of plug-in unit L shape steel plate, and closely Side fascia 5, commonly
Connection bolt 7 anchors connector L shape steel plate 9 and pre-buried plug-in unit L shape steel plate 8；The lower end outside face of lightweight steel construction Side fascia, under
Rectangular 2 lateral surface of girder steel of layer is concordant with 5 lateral surface of Side fascia；At 5 lower surface 15-20cm of Side fascia, pre-buried plug-in unit L shape steel
8 waist 2/3rds of plate is inserted into Side fascia 5, and it is exposed that one end of convex steel plate 6 passes perpendicularly through 8 waist of pre-buried plug-in unit L shape steel plate
The outer one third part of Side fascia 5, and closely Side fascia 5, rectangular 2 lateral surface of girder steel of lower layer are close to convex steel plate 6, high strong ties
Bolt 10 anchors 6 lower end of convex steel plate with lower layer rectangular girder steel 2, and generic connectivity bolt 7 is by 6 upper end of convex steel plate and pre-buried inserts
Part L shape steel plate 8 anchors；The lower end inside face of lightweight steel construction Side fascia, connector L shape steel plate 9 connect lower layer's floor 4, vertically wear
The outer one third part of the pre-buried exposed Side fascia 5 of 8 waist of plug-in unit L shape steel plate, and closely Side fascia 5 are crossed, generic connectivity bolt 7 will
Connector L shape steel plate 9 and pre-buried plug-in unit L shape steel plate 8 anchor；Pre-buried about 8 plug-in unit L shape steel plate dislocation arrangement in Side fascia 5；Outside
When wallboard 5 is connect with Side fascia 5,5 left lateral trapezoidal groove 15 of Side fascia agrees with two stairstepping plunger 13 of right side, meanwhile, right side
One stairstepping plunger 12 is agreed with left lateral trapezoidal groove double card tongue 14, agrees with seam filling heat bridge heat insulation strip 11.
A kind of lightweight steel construction Side fascia connection method, includes the following steps:
A. after Side fascia 5 is marched into the arena, model, size, presentation quality are checked by design requirement, it is complete that horizontal chamber erects chamber water proof structure
It is whole；
B. before Side fascia 5 being installed, according to project drawing, 5 position of Side fascia is positioned using infrared ray laying out instrument；
C. according to project drawing, the rectangular girder steel 1 in connection upper layer, the rectangular girder steel 2 of lower layer and 6 position of convex steel plate is determined, is bored
The punching of hole machine；
D. Side fascia 5 is placed and the rectangular girder steel 1 in upper layer, rectangular 2 link position of girder steel of lower layer, drilling machine punching is high-strength
It connects bolt 10 and anchors the rectangular girder steel 1 in upper layer, the rectangular girder steel 2 of lower layer and convex steel plate 6, the anchoring male steel of generic connectivity bolt 7
Plate 6 and pre-buried plug-in unit L shape steel plate 8；
E. adjacent Side fascia 5 connects trapezoidal groove 15 and agrees with two stairstepping plungers 13, trapezoidal groove 15 and two stairsteppings
Plunger 13 agrees with seam filling heat bridge heat insulation strip 11；
F. by 9 corresponding position of connector L shape steel plate, drilling machine punching, 7 anchor connector L shape steel plate 9 of plain bolt with it is pre-
Bury plug-in unit L shape steel plate 8.
The pre-buried plug-in unit L shape steel plate 8 is apart from 5 left and right sides 10-20cm of Side fascia.
The pre-buried plug-in unit L shape steel plate (8), connector L shape steel plate (9) use Q235 L300*100*10.5*15mm.
The generic connectivity bolt (7) connector L shape steel plate (9) width direction arrange a row, length direction according to
Bearing capacity calculation determines that arrangement distance interval is 30-40cm.
The above is only the preferred embodiment of the utility model, it is noted that for the common skill of the art
For art personnel, without departing from the principle of this utility model, several improvements and modifications can also be made, these improve and
Retouching also should be regarded as the protection scope of the utility model.
Claims (4)
1. lightweight steel construction Side fascia, including the rectangular girder steel in upper layer (1), the rectangular girder steel of lower layer (2), upper layer floor (3), lower layer's floor
(4), Side fascia (5), convex steel plate (6), generic connectivity bolt (7), pre-buried plug-in unit L shape steel plate (8), connector L shape steel plate
(9), high strong ties bolt (10), heat bridge heat insulation strip (11), a stairstepping plunger (12), two stairstepping plungers (13), trapezoidal recessed
Slot double card tongue (14), trapezoidal groove (15), it is characterised in that:
The upper end lateral surface of lightweight steel construction Side fascia, upper layer floor (3) upper surface overlap the rectangular girder steel in upper layer (1), and upper layer is rectangular
Girder steel (1) lateral surface is concordant with Side fascia (5) lateral surface；Pre-buried plug-in unit L is set at Side fascia (5) upper surface 15-20cm
2/3rds insertions Side fascia (5) of shape steel plate (8), pre-buried plug-in unit L shape steel plate (8) waist are interior, and one end of convex steel plate (6) is hung down
The direct puncture outer one third part of the exposed Side fascia of pre-buried plug-in unit L shape steel plate (8) waist (5), and closely Side fascia (5) excessively, upper layer
Rectangular girder steel (1) lateral surface is close to convex steel plate (6), and high strong ties bolt (10) is rectangular by convex steel plate (6) upper end and upper layer
Girder steel (1) anchoring, generic connectivity bolt (7) anchor convex steel plate (6) lower end and pre-buried plug-in unit L shape steel plate (8)；On the inside of upper end
Face, connector L shape steel plate (9) connect the rectangular girder steel in upper layer (1) lower surface, it is naked to pass perpendicularly through pre-buried plug-in unit L shape steel plate (8) waist
Reveal Side fascia (5) outer one third part, and closely Side fascia (5), generic connectivity bolt (7) by connector L shape steel plate (9) with
Pre-buried plug-in unit L shape steel plate (8) anchoring；The lower end outside face of lightweight steel construction Side fascia, lower layer's rectangular girder steel (2) lateral surface and exterior wall
Plate (5) lateral surface is concordant；At Side fascia (5) lower surface 15-20cm, pre-buried plug-in unit L shape steel plate (8) waist 2/3rds is inserted
Enter in Side fascia (5), one end of convex steel plate (6) passes perpendicularly through the exposed Side fascia of pre-buried plug-in unit L shape steel plate (8) waist (5) outside
One third part, and closely Side fascia (5), lower layer's rectangular girder steel (2) lateral surface are close to convex steel plate (6), high strong ties spiral shell
Bolt (10) anchors convex steel plate (6) lower end and the rectangular girder steel of lower layer (2), and generic connectivity bolt (7) is by convex steel plate (6) upper end
It is anchored with pre-buried plug-in unit L shape steel plate (8)；The lower end inside face of lightweight steel construction Side fascia, connector L shape steel plate (9) connect lower layer
Floor (4) passes perpendicularly through the outer one third part of the exposed Side fascia of pre-buried plug-in unit L shape steel plate (8) waist (5), and closely exterior wall
Plate (5), generic connectivity bolt (7) anchor connector L shape steel plate (9) and pre-buried plug-in unit L shape steel plate (8)；It is pre- in Side fascia (5)
Plug-in unit L shape steel plate (8) is buried to misplace up and down arrangement；When Side fascia (5) is connect with Side fascia (5), Side fascia (5) left lateral trapezoidal groove
(15) agree with two stairstepping plunger (13) of right side, meanwhile, one stairstepping plunger (12) of right side and left lateral trapezoidal groove double card tongue
(14) agree with, agree with seam filling heat bridge heat insulation strip (11).
2. lightweight steel construction Side fascia according to claim 1, it is characterised in that: the pre-buried plug-in unit L shape steel plate (8) away from
From 10-20cm at left and right sides of Side fascia (5).
3. lightweight steel construction Side fascia according to claim 1, it is characterised in that: the pre-buried plug-in unit L shape steel plate (8),
Connector L shape steel plate (9) uses Q235 L300*100*10.5*15mm.
4. lightweight steel construction Side fascia according to claim 1, it is characterised in that: the generic connectivity bolt (7) is even
Fitting L shape steel plate (9) width direction arranges a row, and length direction is determined according to bearing capacity calculation, and arrangement distance interval is 30-
40cm。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820078170.5U CN208884774U (en) | 2018-01-17 | 2018-01-17 | Lightweight steel construction Side fascia |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820078170.5U CN208884774U (en) | 2018-01-17 | 2018-01-17 | Lightweight steel construction Side fascia |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208884774U true CN208884774U (en) | 2019-05-21 |
Family
ID=66491853
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820078170.5U Expired - Fee Related CN208884774U (en) | 2018-01-17 | 2018-01-17 | Lightweight steel construction Side fascia |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208884774U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113356372A (en) * | 2021-06-02 | 2021-09-07 | 王小琴 | Right-angle connecting piece for assembly type building |
-
2018
- 2018-01-17 CN CN201820078170.5U patent/CN208884774U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113356372A (en) * | 2021-06-02 | 2021-09-07 | 王小琴 | Right-angle connecting piece for assembly type building |
| CN113356372B (en) * | 2021-06-02 | 2022-11-04 | 新疆昌吉建设(集团)有限责任公司 | Right-angle connecting piece for assembly type building |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20190521 Termination date: 20220117 |