CN211257427U - Assembled steel construction self preservation temperature light side fascia node - Google Patents
Assembled steel construction self preservation temperature light side fascia node Download PDFInfo
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- CN211257427U CN211257427U CN201922179034.2U CN201922179034U CN211257427U CN 211257427 U CN211257427 U CN 211257427U CN 201922179034 U CN201922179034 U CN 201922179034U CN 211257427 U CN211257427 U CN 211257427U
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Abstract
The utility model belongs to the technical field of the construction technology of building steel construction and specifically relates to an assembled steel construction self preservation temperature light side fascia node, self preservation temperature outer wall sheet metal and assembled steel construction building outer wall including the outsourcing, the upper and lower both ends of self preservation temperature outer wall sheet metal are connected with girder steel and reinforced concrete floor respectively through the connecting piece, and seted up hidden groove on the self preservation temperature outer wall sheet metal, the connecting piece of self preservation temperature outer wall sheet metal upper end includes eave tile bolt and angle steel, the angle steel welding is in the bottom of girder steel. Through the connection processing of the technical scheme, the hook bolt and the angle steel at the connection part of the light outer wall plate bottom and the plate top and the main body structure are well hidden and do not protrude out of the wall plate, so that secondary decoration is facilitated; the self-insulation effect is achieved by the aid of the externally-wrapped self-insulation outer wall thin plate and the increase of the self thickness of the light wall plate, cold bridges can be effectively prevented, and accordingly energy-saving and self-insulation requirements are met.
Description
Technical Field
The utility model relates to a construction steel construction technical field especially relates to an assembled steel construction self preservation temperature light side fascia node.
Background
The steel structure is a structure formed by steel materials, is one of main building structure types, and the steel has the characteristics of high strength, light dead weight, good integral rigidity and strong deformation resistance, so the steel structure is particularly suitable for building large-span, ultrahigh and extra-heavy buildings.
When the steel structure building adopts embedded installation light external wall panel, adopt traditional eave tile bolt and angle steel welding between the connection of light external wall panel bottom and roof and major structure, eave tile bolt and angle steel protrusion wallboard cause the difficult problem of secondary fitment.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving when steel construction building adopted embedded installation light side fascia among the prior art, adopting traditional eave tile bolt and angle steel welding between the light side fascia bottom and roof and the major structure connection, eave tile bolt and angle steel protrusion wallboard cause the shortcoming of secondary fitment difficulty, and the assembled steel construction self preservation temperature light side fascia node that proposes.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the node comprises an outer-wrapped self-insulation outer wall thin plate and an assembled steel structure building outer wall, wherein the upper end and the lower end of the self-insulation outer wall thin plate are respectively connected with a steel beam and a reinforced concrete floor through connecting pieces, and the self-insulation outer wall thin plate is provided with a hidden groove;
the connecting piece at the upper end of the self-insulation outer wall thin plate comprises a hook bolt and angle steel, and the angle steel is welded at the bottom of the steel beam;
the connecting piece at the lower end of the self-insulation outer wall thin plate comprises a connecting piece at the upper end of the heat-insulation outer wall thin plate and an expansion bolt, and the angle steel is fixed on the reinforced concrete floor through the expansion bolt;
hook bolts at the upper end and the lower end of the self-insulation outer wall thin plate respectively penetrate through the self-insulation outer wall thin plate and are welded with the angle steel, and hidden grooves in the self-insulation outer wall thin plate are formed in the joints of the self-insulation outer wall thin plate and the angle steel.
Preferably, self-tapping screws penetrating through the self-insulation external wall panel are fixed on the angle steel, and the angle steel is welded on the steel beam.
Preferably, the hook bolt penetrates through the bottom of the self-heat-insulation outer wall thin plate, the hook bolt at one end is fixed through a hot galvanizing round gasket and a nut assembly, and the hook bolt at the other end is welded with the angle steel.
Preferably, the fabricated steel structure building outer wall is a light wallboard capable of increasing self thickness and self heat preservation.
The utility model provides a pair of assembled steel construction self preservation temperature light side fascia node, beneficial effect lies in:
1. through the connection processing of the technical scheme, the hook bolt at the joint of the light outer wall plate bottom and the plate top and the main body structure and the angle steel are well hidden and do not protrude out of the wall plate, so that secondary decoration is facilitated.
2. The self-insulation effect is achieved by the aid of the externally-wrapped self-insulation outer wall thin plate and the increase of the self thickness of the light wall plate, cold bridges can be effectively prevented, and accordingly energy-saving and self-insulation requirements are met.
The utility model discloses simple structure, the simple operation, when steel construction building adopted embedded installation light external wall panel among the solution prior art that can be fine, adopted traditional eave tile bolt and angle steel welding between the light external wall panel bottom and roof and the major structure connection, eave tile bolt and angle steel protrusion wallboard cause the shortcoming of secondary fitment difficulty, have stronger practicality.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is the utility model discloses well self preservation temperature light outer wall bottom and reinforced concrete slab junction's schematic structure diagram.
Fig. 3 is the utility model discloses well self preservation temperature light outer wall bottom hidden groove's schematic structure diagram.
Fig. 4 is the utility model discloses well self preservation temperature light outer wall top and girder steel junction's schematic structure diagram.
Fig. 5 is the structural schematic diagram of the junction between the top of the middle self-insulation light outer wall and the steel beam.
In the figure: the method comprises the following steps of 1-assembly type steel structure building outer wall, 2-, 3-hot galvanizing round gasket and nut components, 4-angle steel, 41-hidden grooves, 5-expansion bolts, 6-self-insulation outer wall thin plate, 7-self-tapping screws, 8-reinforced concrete floor slabs and 9-steel beams.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.
Referring to fig. 1-5, the assembly type steel structure self-insulation light external wall panel node comprises an outer-wrapped self-insulation external wall sheet 6 and an assembly type steel structure building external wall 1, wherein the upper end and the lower end of the self-insulation external wall sheet 6 are respectively connected with a steel beam 9 and a reinforced concrete floor slab 8 through connecting pieces, and a hidden groove 41 is formed in the self-insulation external wall sheet 6.
The connecting piece of self preservation temperature outer wall sheet 6 upper end includes eave tile bolt 2 and angle steel 4, and angle steel 4 welds the bottom at girder steel 9, and the connecting piece of self preservation temperature outer wall sheet 6 lower extreme includes connecting piece and expansion bolts 5 of heat preservation outer wall sheet 6 upper end, and angle steel 4 fixes on reinforced concrete floor 8 through expansion bolts 5.
The eave tile bolts 2 at the upper end and the lower end of the self-insulation outer wall sheet 6 respectively penetrate through the self-insulation outer wall sheet 6 and are welded with the angle steel 4, the self-insulation outer wall sheet 6 is effectively fixed, the hidden grooves 41 in the self-insulation outer wall sheet 6 are formed in the joints of the self-insulation outer wall sheet 6 and the angle steel 4, by adopting the effective connection processing method in the technical scheme, the eave tile bolts and the angle steel at the bottoms of the light outer wall sheets and at the joints of the plate tops and the main structure are well hidden, the wall sheets do not protrude, secondary decoration is facilitated, meanwhile, cold bridges can be effectively prevented through the outer-wrapped self-.
Preferably, self-tapping screws 7 penetrating through the self-insulation external wall panel 6 are fixed on the angle steel 4, the angle steel 4 is welded on the steel beam 9, the hook bolts 2 penetrate through the bottom of the self-insulation external wall sheet 6, the hook bolts 2 at one end are fixed through hot galvanizing round gaskets and the nut assemblies 3, and the hook bolts 2 at the other end are welded with the angle steel 4.
The assembled steel structure building outer wall 1 is a light wall plate capable of increasing self-thickness and self-heat preservation, the heat preservation effect is further guaranteed, meanwhile, cold bridges are effectively prevented from being generated, meanwhile, the nodes are connected in a dry mode, the construction speed is high, the measure cost is low, and the assembled steel structure building outer wall is particularly suitable for an assembled steel structure outer wall system.
In the description of the present invention, it should be understood that the terms "upper end", "lower end", "one end", "the other end", etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, which are only for convenience of description and simplification of description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention.
In the present invention, unless otherwise specified or limited, the terms "open", "fixed", "welded", and the like are to be understood in a broad sense, and unless otherwise specified, specific meanings of the above terms in the present invention may be understood by those skilled in the art according to specific situations.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (4)
1. The utility model provides an assembled steel construction self preservation temperature light side fascia node which characterized in that: the self-insulation building outer wall comprises an outer-wrapped self-insulation outer wall thin plate and an assembled steel structure building outer wall, wherein the upper end and the lower end of the self-insulation outer wall thin plate are respectively connected with a steel beam and a reinforced concrete floor through connecting pieces, and a hidden groove is formed in the self-insulation outer wall thin plate;
the connecting piece at the upper end of the self-insulation outer wall thin plate comprises a hook bolt and angle steel, and the angle steel is welded at the bottom of the steel beam;
the connecting piece at the lower end of the self-insulation outer wall thin plate comprises a connecting piece at the upper end of the heat-insulation outer wall thin plate and an expansion bolt, and the angle steel is fixed on the reinforced concrete floor through the expansion bolt;
hook bolts at the upper end and the lower end of the self-insulation outer wall thin plate respectively penetrate through the self-insulation outer wall thin plate and are welded with the angle steel, and hidden grooves in the self-insulation outer wall thin plate are formed in the joints of the self-insulation outer wall thin plate and the angle steel.
2. The fabricated steel structure self-insulation lightweight external wall panel node as claimed in claim 1, wherein: and self-tapping screws penetrating through the self-insulation external wall panel are fixed on the angle steel, and the angle steel is welded on the steel beam.
3. The fabricated steel structure self-insulation lightweight external wall panel node as claimed in claim 2, wherein: the hook bolt penetrates through the bottom of the self-heat-insulation outer wall thin plate, the hook bolt at one end is fixed through the hot galvanizing round gasket and the nut assembly, and the hook bolt at the other end is welded with the angle steel.
4. The fabricated steel structure self-insulation lightweight external wall panel node as claimed in claim 3, wherein: the assembled steel structure building outer wall is a light wall plate capable of increasing self-thickness and self-heat preservation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922179034.2U CN211257427U (en) | 2019-12-06 | 2019-12-06 | Assembled steel construction self preservation temperature light side fascia node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922179034.2U CN211257427U (en) | 2019-12-06 | 2019-12-06 | Assembled steel construction self preservation temperature light side fascia node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211257427U true CN211257427U (en) | 2020-08-14 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922179034.2U Active CN211257427U (en) | 2019-12-06 | 2019-12-06 | Assembled steel construction self preservation temperature light side fascia node |
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| Country | Link |
|---|---|
| CN (1) | CN211257427U (en) |
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2019
- 2019-12-06 CN CN201922179034.2U patent/CN211257427U/en active Active
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