CN206438662U - A kind of heavy girder steel and roof truss attachment structure - Google Patents
A kind of heavy girder steel and roof truss attachment structure Download PDFInfo
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- CN206438662U CN206438662U CN201621419283.4U CN201621419283U CN206438662U CN 206438662 U CN206438662 U CN 206438662U CN 201621419283 U CN201621419283 U CN 201621419283U CN 206438662 U CN206438662 U CN 206438662U
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- wallboard
- wall
- lower edge
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Abstract
The utility model discloses a kind of heavy girder steel and roof truss attachment structure, a kind of heavy girder steel includes wall with roof truss attachment structure, wall is provided with H profile steel, lower edge is provided with above H profile steel, lower edge is connected by web member with winding up, wind up provided with composite plate, composite plate is provided with groove, the end winded up and web member, lower edge is connected by connector, connector is by inclined board, connecting plate, lower cross plate is constituted, provided with the first construction plate between lower edge and connector, the outer wall of connector is provided with eaves board, eaves board is provided with drainage gutter, lower edge is provided with the first Zinc-coated angle steel with H profile steel junction, provided with the second construction plate between H profile steel upper and lower plates, second construction plate is connected with wallboard, backing plate is provided between wallboard lower end and wall, the lower section wall of wallboard is provided with limiting plate, the lower section of limiting plate is provided with the second Zinc-coated angle steel.The utility model has the advantages that simple in construction, easy installation and removal, bearing capacity are good, safe and reliable.
Description
Technical field
The utility model is related to a kind of heavy girder steel and roof truss attachment structure.
Background technology
Existing integrated house largely uses steel skeleton, in actual integrated house roof truss is built, generally by house room
The support bar of frame, such as in herringbone girder construction, upper inclined chord and lower flat chord member are welded, and in upper inclined chord and lower flat chord member
Between space in the multiple vertically arranged roof truss web members of welding, to support upper inclined chord and lower flat chord member, improve between the two
Support strength.But, although to be rigidly connected at the tie point between chord member and between chord member and web member, but welding node
Ductility is poor, and crack or brittle break easily occur for weld seam after being hit or being shaken, and the stability to house roof truss causes wind
Danger, and on-the-spot welding is needed when building, speed of application is leveraged, simultaneously because bonding area is big, is easily produced larger
Residual stress, influence house steel skeleton node stress performance, and be not easy to dismounting.When building integrated house, easily
Cause security incident.
Utility model content
Utility model purpose：The purpose of this utility model is that there is provided a kind of structure in order to solve deficiency of the prior art
Simply, good, safe and reliable a kind of heavy girder steel and the roof truss attachment structure of easy installation and removal, bearing capacity.
In order to achieve the above object, technical solution adopted in the utility model is as follows, and a kind of heavy girder steel is connected with roof truss
Structure, including wall, wall are provided with H profile steel, and lower edge is provided with above H profile steel, and lower edge is connected by web member with winding up, wind up on
Provided with composite plate, composite plate is provided with groove, and the end winded up is connected with web member, lower edge by connector, and connector is by upper oblique
Plate, connecting plate, lower cross plate are constituted, provided with the first construction plate between lower edge and connector, and the outer wall of connector is provided with eaves board,
Eaves board is provided with drainage gutter, and lower edge and H profile steel junction are provided between the first Zinc-coated angle steel, H profile steel upper and lower plates provided with the
Two construction plates, the second construction plate is connected with wallboard, backing plate is provided between wallboard lower end and wall, the lower section wall of wallboard is provided with
Limiting plate, the lower section of limiting plate is provided with the second Zinc-coated angle steel；
Wall, wallboard are constituted by the packed layer between the galvanized steel plain sheet and galvanized steel plain sheet of both sides, zinc-plated on wall
The inwall for the galvanized steel plain sheet being provided between steel plate top below C-type steel, C-type steel is provided with limiting plate, the upper and lower ends of wallboard
Provided with shrouding, packed layer is provided with wallboard；
Shrouding, wall, backing plate inside wallboard lower end, wallboard lower end are bolted, in wallboard upper end, wallboard upper end
The shrouding in portion, the second construction plate are also by bolt connection, the side that the first Zinc-coated angle steel of H profile steel and lower edge junction passes through welding
Formula is connected with H profile steel.
Further improvement of the utility model is：Packed layer is glass fiber heat-preservation cotton, and composite surface is provided with cold patch SBS
Waterproof layer, galvanized steel plain sheet is double side zinc coating.
Further improvement of the utility model is：The thickness of backing plate is identical with the thickness of Zinc-coated angle steel, the thickness of eaves board
Spend for 15mm, the first construction plate, the thickness of the second construction plate 1 are 12mm.
Further improvement of the utility model is：Shrouding is made up of bottom plate, a pair of risers.
Beneficial effect：
1. winding up provided with composite plate, composite plate is provided with groove, and the setting of groove facilitates the installation of connector；
2. lower edge is provided with the first Zinc-coated angle steel with H profile steel junction, it is easy for installation and removal；
Provided with the second construction plate between 3.H shaped steel upper and lower plates, the setting of the second construction plate enhances bearing capacity, conveniently applied
The installation and fixation of work and bolt；
4. the setting of wallboard, also improves overall stabilization.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
Drawing reference numeral：1- walls；2-H shaped steel；3- lower edges；4- web members；5- winds up；6- connectors；60- inclined boards；61- connects
Fishplate bar；62- lower cross plates；7- composite plates；8- first constructs plate；9- eaves boards；The Zinc-coated angle steels of 10- first；11- second constructs plate；
12- wallboards；13- backing plates；14-C shaped steel；15- limiting plates；16- shroudings；160- bottoms；161- risers；17- packed layers；18- is zinc-plated
Steel plate；19- drainage gutters；The Zinc-coated angle steels of 20- second；21- grooves.
Embodiment
Embodiments of the present invention are illustrated by particular specific embodiment below, those skilled in the art can be by this explanation
Content disclosed by book understands other advantages and effect of the present invention easily.
Embodiment 1,
As shown in figure 1, a kind of heavy girder steel and roof truss attachment structure, including wall 1, wall 1 is provided with H profile steel 2, H profile steel 2
Top is provided with lower edge 3, and lower edge 35 is connected by web member 4 and winding up, and winds up 5 provided with composite plate 7, composite plate 7 is provided with groove
21,5 end of winding up is connected with web member 4, lower edge 3 by connector 6, and connector 6 is by inclined board 60, connecting plate 61, lower cross plate
62 are constituted, and provided with the first construction plate 8 between lower edge 3 and connector 6, the outer wall of connector 6 is provided with eaves board 9, eaves board 9
Provided with drainage gutter 19, lower edge 3 is provided between the first Zinc-coated angle steel 10, the upper and lower plates of H profile steel 2 with the junction of H profile steel 2 and is provided with second
Plate 11 is constructed, the second construction plate 11 is connected with wallboard 12, is provided between the lower end of wallboard 12 and wall 1 under backing plate 13, wallboard 12
Square wall 1 is provided with limiting plate 15, and the lower section of limiting plate 15 is provided with the second Zinc-coated angle steel 20；
Wall 1, wallboard 12 are constituted by the packed layer 17 between the galvanized steel plain sheet 18 and galvanized steel plain sheet 18 of both sides, wall
C-type steel 14 is provided between the top of galvanized steel plain sheet 18 on 1, the inwall of the galvanized steel plain sheet 2 of the lower section of C-type steel 14 is provided with limiting plate
15, interior be provided with shrouding 16, wallboard 12 of the upper and lower ends of wallboard 12 is provided with packed layer 17；
Shrouding 16, wall 1, backing plate 13 inside the lower end of wallboard 12, the lower end of wallboard 12 are bolted, on wallboard 12
End, the construction plate 11 of shrouding 16, second inside the upper end of wallboard 12 are also by bolt connection, and the of H profile steel 2 and the junction of lower edge 3
One Zinc-coated angle steel 10 is connected by way of welding with H profile steel 2.
It is preferred that, packed layer 17 is glass fiber heat-preservation cotton, and the surface of composite plate 7 is provided with cold patch SBS waterproof layers, galvanized steel plain sheet 2
It is double side zinc coating.
It is preferred that, the thickness of backing plate 13 is identical with the thickness of Zinc-coated angle steel 10, and the thickness of eaves board 9 is 15mm, the first structure
The thickness for making the construction plate 11 of plate 8, second is 12mm.
It is preferred that, shrouding 16 is made up of bottom plate 160, a pair of risers 161.
The utility model, reduces the welding at scene, leverages speed of application, it is to avoid because bonding area is big,
The influence for easily producing larger residual stress and causing, meanwhile, the utility model uniform force, easy installation and removal.
Above-mentioned embodiment, only illustrates technical concept of the present utility model and architectural feature, it is therefore intended that allow ripe
Knowing the stakeholder of technique can implement according to this, but above content is not intended to limit protection domain of the present utility model, every
Any equivalent change or modification made according to Spirit Essence of the present utility model, all should fall into protection domain of the present utility model
Within.
Claims (4)
1. a kind of heavy girder steel and roof truss attachment structure, it is characterised in that：Including wall (1), the wall (1) is provided with H profile steel
(2), be provided with lower edge (3) above the H profile steel (2), the lower edge (3) by web member (4) with wind up (5) be connected, it is described to wind up
(5) be provided with composite plate (7), the composite plate (7) is provided with groove (21), it is described wind up (5) end and web member (4), under
String (3) is connected by connector (6), and the connector (6) is made up of inclined board (60), connecting plate (61), lower cross plate (62), institute
State provided with the first construction plate (8) between lower edge (3) and connector (6), the outer wall of the connector (6) is provided with eaves board (9),
The eaves board (9) is provided with drainage gutter (19), and the lower edge (3) is provided with the first Zinc-coated angle steel with H profile steel (2) junction
(10), provided with the second construction plate (11), the second construction plate (11) and wallboard (12) phase between H profile steel (2) upper and lower plates
Even, backing plate (13) is provided between wallboard (12) lower end and wall (1), the lower section wall (1) of the wallboard (12) is provided with
Limiting plate (15), the lower section of the limiting plate (15) is provided with the second Zinc-coated angle steel (20)；
The wall (1), wallboard (12) are by the packed layer between the galvanized steel plain sheet (18) and galvanized steel plain sheet (18) of both sides
(17) constitute, be provided between galvanized steel plain sheet (18) top on the wall (1) below C-type steel (14), the C-type steel (14)
The inwall of galvanized steel plain sheet (2) is provided with limiting plate (15), the upper and lower ends of the wallboard (12) and is provided with shrouding (16), the wall
Packed layer (17) is provided with plate (12)；
Shrouding (16), wall (1), backing plate (13) inside wallboard (12) lower end, wallboard (12) lower end are bolted,
Shrouding (16), the second construction plate (11) inside wallboard (12) upper end, wallboard (12) upper end is described also by bolt connection
H profile steel (2) is connected with first Zinc-coated angle steel (10) of lower edge (3) junction by way of welding with H profile steel (2).
2. a kind of heavy girder steel according to claim 1 and roof truss attachment structure, it is characterised in that：The packed layer (17) is
Glass fiber heat-preservation cotton, composite plate (7) surface is provided with cold patch SBS waterproof layers, and the galvanized steel plain sheet (2) is double side zinc coating.
3. a kind of heavy girder steel according to claim 1 and roof truss attachment structure, it is characterised in that：The thickness of the backing plate (13)
Degree is identical with the thickness of Zinc-coated angle steel (10), and the thickness of the eaves board (9) is 15mm, the first construction plate (8), the second structure
The thickness for making plate (11) is 12mm.
4. a kind of heavy girder steel according to claim 1 and roof truss attachment structure, it is characterised in that：The shrouding (16) is the bottom of by
Plate (160), a pair of risers (161) are constituted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621419283.4U CN206438662U (en) | 2016-12-22 | 2016-12-22 | A kind of heavy girder steel and roof truss attachment structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621419283.4U CN206438662U (en) | 2016-12-22 | 2016-12-22 | A kind of heavy girder steel and roof truss attachment structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206438662U true CN206438662U (en) | 2017-08-25 |
Family
ID=59648489
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621419283.4U Active CN206438662U (en) | 2016-12-22 | 2016-12-22 | A kind of heavy girder steel and roof truss attachment structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206438662U (en) |
-
2016
- 2016-12-22 CN CN201621419283.4U patent/CN206438662U/en active Active
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Effective date of registration: 20200306 Granted publication date: 20170825 |
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Date of cancellation: 20230306 Granted publication date: 20170825 |
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| PP01 | Preservation of patent right |
Effective date of registration: 20230306 Granted publication date: 20170825 |
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