CN202324323U

CN202324323U - Outer wall plate

Info

Publication number: CN202324323U
Application number: CN2011204575781U
Authority: CN
Inventors: 刘建康; 薛发
Original assignee: Individual
Current assignee: Individual
Priority date: 2011-11-18
Filing date: 2011-11-18
Publication date: 2012-07-11
Anticipated expiration: 2021-11-18

Abstract

The utility model relates to an outer wall plate, which comprises aerated concrete plates, wherein the upper and lower ends of a plurality of aerated concrete plates which are vertically arranged are fixedly connected through a bridge-cut-off heat-preserving ring beam; the bridge-cut-off heat-preserving ring beam comprises an outer side ring beam plate, a middle ring beam heat-preserving plate and inner side cast-in-situ peastone concrete which are connected integrally; the ring beam plate is made of a reinforced concrete material; a steel bar ring which is embedded into the ring beam plate extends outwards, passes through the ring beam heat-preserving plate, and is fixedly connected with a connecting steel bar exposed out of the end part of a floor slab and the exposed end of an anchoring steel bar which is embedded into the top of an aerated concrete plate below; the bottom of an aerated concrete plate above is fixedly connected with the floor slab through a connecting plate and an expansion bolt; and the connecting sides of two adjacent aerated concrete plates are bonded through a gluing material. The outer wall plate is arranged by adopting the 'bridge-cut-off heat-preserving ring beam', and is firmly anchored on a building structure, so that an anti-seismic requirement is met, and a thermal bridge is not formed.

Description

A kind of side fascia

Technical field

The utility model relates to a kind of side fascia of assembled architecture, is the construction and installation structure when adopting a kind of thick aerated concrete panel of 125mm of Ceng Zuowei roofing slab to make side fascia specifically.

Background technology

Gas concrete has used more than 40 years in China, is a kind of mature technology, and the hardness of aerated concrete panel own is not high; Usually the thick aerated concrete panel of 125mm was once pulled as the roof; Also can be used as side fascia, but need to reinforce, and be fixed on the steel work with about perforation of reinforcing bar.But it is very high that the thermal technology of modern architecture requires, particularly housing construction, and the energy-saving heat preserving performance improves constantly; Northern area in cold; Because when making side fascia with aerated concrete panel, the steel component exposed parts of connection reinforcing is easy to generate heat bridge, has limited the use that aerated concrete panel is made side fascia; But the production of gas concrete mature technique and aerated concrete panel has huge economic benefit and social benefit really, and this is the technical problem that the urban residential building presses for solution.

The utility model content

The technical problem that the utility model will solve provides a kind of mounting structure that adopts existing aerated concrete panel to make side fascia, has advantages such as simple in structure, heat preservation energy-saving antidetonation, saving investment.

A kind of side fascia of the utility model comprises aerated concrete panel, and the upper and lower end of the some aerated concrete panels of wherein vertically laying is fixedly connected through bridge cut-off insulation collar tie beam respectively; Bridge cut-off insulation collar tie beam comprises the collar tie beam plate in the outside that is connected to one, the collar tie beam warming plate of centre and the pea gravel concrete of inboard cast in situs; The collar tie beam plate is that Reinforced Concrete Materials is processed; In the collar tie beam plate pre-buried reinforced steel bar ring protruding pass the connecting reinforcement that collar tie beam warming plate and floor end exposes, below the aerated concrete panel top in the exposed junction of pre-buried anchor bar be fixedly connected, the aerated concrete panel bottom of top also is fixedly connected with floor with bloated bolt through junction plate; Adjacent two aerated concrete panel fillets add the cementitious materials bonding.

A kind of side fascia of the utility model, wherein the direction along bridge cut-off insulation collar tie beam also is provided with the long reinforcing bar of the system that is fixedly connected with connecting reinforcement with reinforced steel bar ring.

A kind of side fascia of the utility model; Wherein reinforce the connection at the some steel wires of two aerated concrete panel fillets through oblique insertion; And on the external surface of two aerated concrete panel fillets, paste low alkali nonwoven glass cloth; On whole outer surface, do outside finish again, the metope warming plate is installed on total inner surface, facing in outside the metope warming plate, doing.

A kind of side fascia of the utility model is wherein vertically installed breast through junction plate and bloated bolt above bridge cut-off insulation collar tie beam, window lintel is installed through anchor bar in the corresponding position each other below bridge cut-off insulation collar tie beam; The top of breast and the below of window lintel are all installed the angle steel type member that constitutes window opening respectively through the bolt that expands; The angle steel type member comprises and pastes wallboard and the gusset that be connected as a single entity orthogonal with it, and pastes wallboard and gusset is equipped with the spill opening.

A kind of side fascia of the utility model, wherein breast and window lintel are aerated concrete panel, and outside finish and interior facing are cement mortar layer.

A kind of side fascia of the utility model, wherein the width of aerated concrete panel is 600mm, thickness is 125mm, highly deducts bridge cut-off insulation ring depth of beam for the floor height of housing construction.

The utility model adopts " bridge cut-off insulation collar tie beam " that side fascia is installed, and side fascia is anchored in the building structure firmly, has both reached shockproof requirements, does not form heat bridge again.The aerated concrete panel production technology is ripe, and cost is low, and production scale is easy to adjustment.Produce 200000 m per year for one ³The factory of gas concrete promptly can be made into 1,600,000 m ²Side fascia can provide 2,000,000 m ²The required side fascia of above housing industrialization.And adopt other forms of side fascia to want annual 2000000 m of completion ²The production of the side fascia of dwelling house, construction investment is big, because the floor space of building unit factory own is quite big, thereby the assembled-type house building costs is high, not general city can bear.Adopt the high residential building of steel work if adopt aerated concrete panel to make exterior wall through research, the dwelling house cost of its construction costs and site operation can maintain an equal level basically.

Description of drawings

Fig. 1 is the utility model external wall panel structure elevational schematic view;

Fig. 2 is the utility model side fascia mounting structure sectional schematic diagram;

Fig. 3 is for being provided with the sectional schematic diagram of the side fascia of metope warming plate in the utility model;

Fig. 4 is the side fascia mounting structure sectional schematic diagram that is provided with the window opening mouth;

Fig. 5 is a window opening mouth angle steel type member shape schematic perspective view up and down in the utility model.

The specific embodiment

Visible by Fig. 1～Fig. 3, a kind of side fascia of the utility model comprises aerated concrete panel 1, and the upper and lower end of the some aerated concrete panels of wherein vertically laying 1 is fixedly connected through bridge cut-off insulation collar tie beam 2 respectively; Bridge cut-off insulation collar tie beam 2 comprises the collar tie beam plate 13 in the outside that is connected to one, the collar tie beam warming plate 14 of centre and the pea gravel concrete 20 of inboard cast in situs; Collar tie beam plate 13 forms by Reinforced Concrete Materials is prefabricated; In collar tie beam plate 13 pre-buried reinforced steel bar ring 15 protruding pass the connecting reinforcement 17 that collar tie beam warming plate 14 and floor 16 ends exposes, along the long reinforcing bar 21 of system of the direction of bridge cut-off insulation collar tie beam 2 and below aerated concrete panel 1 top in the exposed junction of pre-buried anchor bar 19 be fixed together, aerated concrete panel 1 bottom of top is also passed through junction plate 22 and is fixedly connected with floor 16 with bloated bolt 18; Adjacent two aerated concrete panels, 1 fillet adds cementitious materials 7 bondings.Some steel wires 8 through oblique insertion also wherein at two aerated concrete panels, 1 fillet; It is more firm that wallboard is connected to each other; And on the external surface of two aerated concrete panels, 1 fillet, paste low alkali nonwoven glass cloth 9, on whole outer surface, do outside finish 10 again, metope warming plate 11 is installed on total inner surface; Facing 12 in outside metope warming plate 11, doing; Outside finish 10 be a cement mortar layer with interior facing 12, also can do that metal decking, gypsum plank, slabstone and wood are pulled etc. according to decorating requirement, so just accomplishes the installation and the decoration of whole side fascia.

Usually the specification of aerated concrete panel 1 is thickness 125mm, and width is 600mm, highly deducts the height of bridge cut-off insulation collar tie beam 1 for the floor height of housing construction, and the aerated concrete panel of specification is specially adapted to the dwelling house of floor height below 3 meters like this.

When needing window is installed on the exterior wall, like Fig. 1, shown in Figure 4, promptly above bridge cut-off insulation collar tie beam 2, breast 5 vertically is installed through junction plate 22 and bloated bolt 18, window lintel 3 is installed through anchor bar 19 in the corresponding position each other below bridge cut-off insulation collar tie beam 2.The below of the top of breast 5 and window lintel 3 is all installed the angle steel type member 6 that constitutes window opening 4 respectively through the bolt 18 that expands, and sees shown in Figure 5; Angle steel type member 6 comprises subsides wallboard 23 and the gusset that be connected as a single entity 24 orthogonal with it; And paste wallboard 23 and be equipped with the spill opening with gusset 24; The spill opening direction is relative during installation; Obviously paste wallboard 23 and gusset 24 respectively fixedly on breast 5 and the window lintel 3 vertical external surfaces and on the horizontal end face, this opening is exactly a window breadth, constitutes window opening 4 thus.In fact Fig. 4 is a kind of omissive representation, and this figure does not illustrate window opening 4, and breast 5 and window lintel 3 should be contained in the above and below of two bridge cut-off insulation collar tie beams 2 of same floor respectively.Angle steel type member 6 usefulness glass fiber reinforced plastic or engineering plastics are processed and all can.

When needs are installed door, only need above door opening, to install lintel and get final product.Breast 5 is aerated concrete panel with window lintel 3 in the utility model.

Claims

1. a side fascia comprises aerated concrete panel (1), and the upper and lower end of the some said aerated concrete panels (1) that it is characterized in that vertically laying is fixedly connected through bridge cut-off insulation collar tie beam (2) respectively; Said bridge cut-off insulation collar tie beam (2) comprises the collar tie beam plate (13) in the outside that is connected to one, the collar tie beam warming plate (14) of centre and the pea gravel concrete (21) of inboard cast in situs; Said collar tie beam plate (13) is processed for Reinforced Concrete Materials; The protruding exposed junction that passes anchor bar (19) pre-buried in said aerated concrete panel (1) top of the connecting reinforcement (17) that said collar tie beam warming plate (14) and floor (16) end exposes, below of pre-buried reinforced steel bar ring (15) is fixedly connected in said collar tie beam plate (13), and said aerated concrete panel (1) bottom of top also is fixedly connected with said floor (16) with bloated bolt (18) through junction plate (22); Adjacent two said aerated concrete panel (1) fillets add cementitious materials (7) bonding.

2. a kind of side fascia according to claim 1 is characterized in that also being provided with the long reinforcing bar of system (20) that is fixedly connected with connecting reinforcement (17) with said reinforced steel bar ring (15) along the direction of said bridge cut-off insulation collar tie beam (2).

3. a kind of side fascia according to claim 1 and 2; It is characterized in that reinforcing the connection at the some steel wires (8) of two said aerated concrete panel (1) fillets through oblique insertion; And on the external surface of two said aerated concrete panel (1) fillets, paste low alkali nonwoven glass cloth (9); On whole outer surface, do outside finish (10) again, metope warming plate (11) is installed on total inner surface, facing (12) in outside said metope warming plate (11), doing.

4. a kind of side fascia according to claim 3; It is characterized in that through said junction plate (22) and bloated bolt (18) breast (5) being installed vertically, through said anchor bar (19) window lintel (3) is installed in the corresponding position each other in said bridge cut-off insulation collar tie beam (2) below in said bridge cut-off insulation collar tie beam (2) top; The below of the top of said breast (5) and window lintel (3) is all installed the angle steel type member (6) that constitutes window opening (4) respectively through said bloated bolt (18); Said angle steel type member (6) comprises and pastes wallboard (23) and the gusset that be connected as a single entity orthogonal with it (24), and said subsides wallboard (23) and gusset (24) are equipped with the spill opening.

5. a kind of side fascia according to claim 4 is characterized in that said breast (5) and window lintel (3) are aerated concrete panel, and said outside finish (10) and interior facing (12) are cement mortar layer.

6. a kind of side fascia according to claim 5, the width that it is characterized in that said aerated concrete panel (1) is 600mm, thickness is 125mm, highly deducts the height of said bridge cut-off insulation collar tie beam (2) for the floor height of housing construction.