CN215906972U

CN215906972U - Wallboard and roof beam connected node structure in GSY

Info

Publication number: CN215906972U
Application number: CN202121261958.8U
Authority: CN
Inventors: 李鸣; 谢建平
Original assignee: Individual
Current assignee: Individual
Priority date: 2021-06-07
Filing date: 2021-06-07
Publication date: 2022-02-25
Anticipated expiration: 2031-06-07

Abstract

The utility model provides a GSY (ground support) inner wallboard and beam connecting node structure, which comprises a beam, a floor slab, a first connecting rib, a second connecting rib, a first steel wire mesh sheet, a second steel wire mesh sheet and an inner wallboard, wherein the beam is fixedly connected with the floor slab; the inner wall board is a GSY wall board and comprises a heat insulation layer, a steel wire mesh and a cement mortar layer, and first connecting ribs and second connecting ribs are respectively preset on the floor board corresponding to the inner side and the outer side of the bottom of the inner wall board; the first connecting ribs are vertical reinforcing steel bars, one ends of the first connecting ribs are embedded and poured in the floor slab and are welded with the reinforcing steel bars in the floor slab, the embedded depth is more than 150mm, the other ends of the first connecting ribs extend out of the floor slab surface to be bound and connected with the inner side steel wire mesh of the inner wall slab, and the extending height of the first connecting ribs is at least more than 300 mm; the second splice bar is L shape reinforcing bar, and the horizontal pre-buried pouring of second splice bar short-end should be greater than 150mm in the roof beam and with the welding of the interior reinforcing bar of roof beam, pre-buried degree of depth, the vertical outside wire net ligature connection that upwards stretches out and interior wallboard of long end, the height that the second splice bar stretches out is greater than 380mm at least.

Description

Wallboard and roof beam connected node structure in GSY

Technical Field

The utility model relates to the field of buildings, in particular to a GSY inner wallboard and beam connecting node structure.

Background

The GSY board is a plate-shaped structure consisting of a steel wire mesh frame, a rock wool board core, web fibers and cement mortar sprayed on the surface of the rock wool board core, is commonly used for non-bearing external walls and internal walls in common civil buildings and industrial building engineering of new construction, reconstruction and extension, and has the performances of heat preservation, heat insulation, earthquake resistance, sound insulation and light weight; wallboard bottom directly adopts the mounting to be connected with the roof beam in the current GSY board, and interior wallboard bottom is poor with roof beam connection stability, and interior wallboard bottom is connected insecurely.

SUMMERY OF THE UTILITY MODEL

The utility model aims to provide a GSY inner wall board and beam connecting node structure aiming at the defects and shortcomings of the prior art.

In order to achieve the purpose, the utility model adopts the technical scheme that: a GSY inner wallboard and beam connecting node structure comprises a beam, a floor slab, a first connecting rib, a second connecting rib, a first steel mesh sheet, a second steel mesh sheet and an inner wallboard; a beam support is arranged below the end part of the floor slab, the beam and the floor slab are poured to form an integrated reinforced concrete structure, and the end part of the floor slab is connected with an inner wallboard; the inner wall board is a GSY wall board and comprises a heat insulation layer, a steel wire mesh and a cement mortar layer, and first connecting ribs and second connecting ribs are respectively preset on the floor board corresponding to the inner side and the outer side of the bottom of the inner wall board; the first connecting ribs are vertical reinforcing steel bars, one ends of the first connecting ribs are embedded and poured in the floor slab and are welded with the reinforcing steel bars in the floor slab, the embedded depth is more than 150mm, the other ends of the first connecting ribs extend out of the floor slab surface to be bound and connected with the inner side steel wire mesh of the inner wall slab, and the extending height of the first connecting ribs is at least more than 300 mm; the second connecting rib is an L-shaped reinforcing steel bar, the short end of the second connecting rib is horizontally embedded and poured in the beam and is welded with the reinforcing steel bar in the beam, the embedded depth is more than 150mm, the long end of the second connecting rib vertically extends upwards to be bound and connected with the outer side steel wire mesh of the inner wall plate, and the extending height of the second connecting rib is at least more than 380 mm; the wallboard bottom outside seam crossing is equipped with the plane second wire net that is 200mm wide, second wire net upper end and the outside wire net of interior wallboard, second tie bar ligature is connected, second wire net lower extreme adopts the steel nail to fix with the roof beam, the inboard seam crossing of interior wallboard bottom is equipped with the first wire net of L shape, first wire net one end and the inboard wire net of interior wallboard, first tie bar ligature is connected, the first wire net other end adopts the steel nail to fix with the floor, cement mortar layer is with first tie bar, the second tie bar, the vertical portion of first wire net, the second wire net, wire net bottom and beam-ends face are built and are covered, the floor surface is built and is had the cement mortar protective layer, the protective layer covers first tie net horizontal part and builds with the cement mortar layer and is connected.

Preferably, the first connecting ribs and the second connecting ribs are both steel bars with the diameter of 6mm, the distance between the first connecting ribs is 300mm, and the distance between the second connecting ribs is 300 mm.

Preferably, the width of the first steel mesh sheet covering the two sides of the corner is 100 mm.

The utility model has the beneficial effects that: by adopting the structure of the utility model, the joints of the bottom of the inner wallboard and the floor slab and the beam adopt the first connecting ribs and the second connecting ribs, and are matched with the first steel wire mesh and the second steel wire mesh, so that the detailed node treatment of the building is noticed, the inner wallboard and the beam are firmly connected, and the stability is good.

Drawings

The accompanying drawings, which are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the utility model and together with the description serve to explain the principles of the utility model.

Fig. 1 is a schematic view of a GSY interior wall panel and beam connection node structure.

Wherein: 1 is a beam, 2 is a floor slab, 3 is a protective layer, 4 is a first connecting rib, 5 is a second connecting rib, 6 is a first steel wire mesh sheet, 7 is a second steel wire mesh sheet, 8 is an inner wall plate, 8-1 is a heat-insulating layer, 8-2 is a steel wire mesh, and 8-3 is a cement mortar layer.

Detailed Description

The present invention will be described in further detail with reference to the accompanying drawings.

As shown in the figure, the GSY inner wall plate and beam connecting node structure comprises a beam 1, a floor slab 2, a first connecting rib 4, a second connecting rib 5, a first steel wire mesh sheet 6, a second steel wire mesh sheet 7 and an inner wall plate 8; a beam 1 support is arranged below the end part of the floor slab 2, the beam 1 and the floor slab 2 are poured to form an integrated reinforced concrete structure, and the end part of the floor slab 2 is connected with an inner wallboard 8; the inner wall plate 8 is a GSY wall plate, the inner wall plate 8 comprises a heat insulation layer 8-1, a steel wire mesh 8-2 and a cement mortar layer 8-3, and a first connecting rib 4 and a second connecting rib 5 are respectively preset on the floor plate 2 corresponding to the inner side and the outer side of the bottom of the inner wall plate 8; the first connecting ribs 4 are vertical steel bars, one ends of the first connecting ribs 4 are embedded and poured in the floor slab 2 and are welded with the steel bars in the floor slab 2, the embedded depth is more than 150mm, the other ends of the first connecting ribs extend out of the surface of the floor slab 2 and are bound and connected with the inner side steel wire meshes 8-2 of the inner wall plate 8, and the extending height of the first connecting ribs 4 is at least more than 300 mm; the second connecting ribs 5 are L-shaped steel bars, the short ends of the second connecting ribs 5 are horizontally embedded and poured in the beam 1 and are welded with the steel bars in the beam 1, the embedded depth is more than 150mm, the long ends vertically and upwards extend out to be bound and connected with the outer side steel wire mesh 8-2 of the inner wall plate 8, and the extending height of the second connecting ribs 5 is at least more than 380 mm; a planar second steel wire mesh 7 with the width of 200mm is arranged at the joint of the outer side of the bottom of the inner wallboard 8, the upper end of the second steel wire mesh 7 is bound and connected with the outer steel wire mesh 8-2 and the second connecting rib 5 of the inner wallboard 8, the lower end of the second steel wire mesh 7 is fixed with the beam 1 by steel nails, an L-shaped first steel wire mesh 6 is arranged at the joint of the inner side of the bottom of the inner wallboard 8, one end of the first steel wire mesh 6 is bound and connected with the inner steel wire mesh 8-2 and the first connecting rib 4 of the inner wallboard 8, the other end of the first steel wire mesh 6 is fixed with the floor 2 by steel nails, the first connecting rib 4 and the second connecting rib 5 are fixed by a cement mortar layer 8-3, the vertical part of the first steel wire mesh 6, the second steel wire mesh 7, the bottoms of the steel wire meshes 8-2 and the end face of the beam 1 are constructed and covered, a cement mortar protective layer 3 is constructed on the surface of the floor slab 2, and the horizontal part of the first connecting mesh 6 is covered by the protective layer 3 and is constructed and connected with the cement mortar layer 8-3.

During specific implementation, first splice bar 4 and second splice bar 5 are diameter 6 mm's reinforcing bar, and the interval between first splice bar 4 is 300mm, and the interval between second splice bar 5 is 300 mm.

In specific implementation, the width of the first steel wire mesh sheet 6 covered on two sides of the corner is 100 mm.

Claims

1. The utility model provides a wallboard and roof beam connected node structure in GSY which characterized in that: the steel wire mesh reinforced concrete floor comprises a beam, a floor slab, a first connecting rib, a second connecting rib, a first steel wire mesh, a second steel wire mesh and an inner wallboard; a beam support is arranged below the end part of the floor slab, the beam and the floor slab are poured to form an integrated reinforced concrete structure, and the end part of the floor slab is connected with an inner wallboard; the inner wall board is a GSY wall board and comprises a heat insulation layer, a steel wire mesh and a cement mortar layer, and first connecting ribs and second connecting ribs are respectively preset on the floor board corresponding to the inner side and the outer side of the bottom of the inner wall board; the first connecting ribs are vertical reinforcing steel bars, one ends of the first connecting ribs are embedded and poured in the floor slab and are welded with the reinforcing steel bars in the floor slab, the embedded depth is more than 150mm, the other ends of the first connecting ribs extend out of the floor slab surface to be bound and connected with the inner side steel wire mesh of the inner wall slab, and the extending height of the first connecting ribs is at least more than 300 mm; the second connecting rib is an L-shaped reinforcing steel bar, the short end of the second connecting rib is horizontally embedded and poured in the beam and is welded with the reinforcing steel bar in the beam, the embedded depth is more than 150mm, the long end of the second connecting rib vertically extends upwards to be bound and connected with the outer side steel wire mesh of the inner wall plate, and the extending height of the second connecting rib is at least more than 380 mm; the wallboard bottom outside seam crossing is equipped with the plane second wire net that is 200mm wide, second wire net upper end and the outside wire net of interior wallboard, second tie bar ligature is connected, second wire net lower extreme adopts the steel nail to fix with the roof beam, the inboard seam crossing of interior wallboard bottom is equipped with the first wire net of L shape, first wire net one end and the inboard wire net of interior wallboard, first tie bar ligature is connected, the first wire net other end adopts the steel nail to fix with the floor, cement mortar layer is with first tie bar, the second tie bar, the vertical portion of first wire net, the second wire net, wire net bottom and beam-ends face are built and are covered, the floor surface is built and is had the cement mortar protective layer, the protective layer covers first tie net horizontal part and builds with the cement mortar layer and is connected.

2. The GSY interior wall panel and beam connection node structure of claim 1, wherein: the first connecting ribs and the second connecting ribs are reinforcing steel bars with the diameter of 6mm, the distance between the first connecting ribs is 300mm, and the distance between the second connecting ribs is 300 mm.

3. The GSY interior wall panel and beam connection node structure of claim 1, wherein: the width of the first steel wire mesh sheet covering the two sides of the corner is 100 mm.