CN204850521U - A outrigger formula balcony reinforced structure for $insulating against sound reform transform - Google Patents
A outrigger formula balcony reinforced structure for $insulating against sound reform transform Download PDFInfo
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- CN204850521U CN204850521U CN201520517362.8U CN201520517362U CN204850521U CN 204850521 U CN204850521 U CN 204850521U CN 201520517362 U CN201520517362 U CN 201520517362U CN 204850521 U CN204850521 U CN 204850521U
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Abstract
The utility model discloses an outrigger formula balcony reinforced structure for $insulating against sound reform transform, include that sound proof window cushion cap board, breast board add the layer, the outrigger adds the layer and seals the roof beam with the layer, sound proof window cushion cap board, breast board add layer, outrigger and add the layer and seal the roof beam and add the layer and be respectively setting up along former breast board top, the former breast board outside, the former outrigger outside, the former roof beam outside of sealing, wherein, the breast board adds the layer and compaginates with former breast board, makes the breast board satisfy the sound insulation requirement, the outrigger adds the layer and lays two -layer horizontal reinforcement, two -layer horizontal reinforcement and former outrigger, collar tie beam, wall connection, it adds the layer and adds layer and outrigger and add and layer be connected with the former roof beam, breast board of sealing to seal the roof beam. The utility model discloses realize effective utilization of former breast board, promote the sound insulation property of balcony bearing capacity, stability and balcony breast board again by a wide margin, can be applied to existing residential housing balcony and consolidate the improvement project.
Description
Technical field
The utility model relates to the outrigger formula balcony ruggedized construction of a kind of existing apartment Sound insulation for building transformation, belongs to civil engineering reinforcing technique field.
Background technology
Balcony sound insulation transformation is the important component part of existing apartment Sound insulation for building transformation, and comprise balcony sound proof window and install and the transformation of balcony fence sound insulation property, wherein, outrigger formula balcony is one of balcony type be most widely used.Because of congenital design reasons, build a variety of causes such as construction quality and later stage improper use, easily cause the damages such as outrigger, balcony slab cracking, plate end lower flexure strain, especially, the outrigger rust distending of the old house of part splits, even there is dew muscle or the disconnected phenomenon of reinforcing bar rust, seriously reduce outrigger supporting capacity and non-deformability.Sound proof window is installed, balcony fence reinforcement certainly will increase load, make balcony Lack of support, cause balcony seriously to ftracture even cave-in accident, in order to ensure the safety that balcony sound insulation transformation is implemented, not only need the sound insulation property improving balcony fence, also need to improve balcony structure security performance.Therefore, design a kind of safe, economic outrigger formula balcony ruggedized construction and there is realistic meaning.
Utility model content
Based on the problems referred to above, the utility model proposes a kind of outrigger formula balcony ruggedized construction, to solve the problem of balcony fence sound insulation property deficiency, balcony supporting capacity deficiency in the transformation of existing apartment Sound insulation for building, accomplish safe and reliable, economic environmental protection.
To achieve these goals, the utility model takes following technical scheme:
The utility model provides a kind of outrigger formula balcony ruggedized construction for transformation of insulating against sound, and comprises sound proof window bearing sheet, breast board adds layer, outrigger adds layer and sealing beam adds layer; Described sound proof window bearing sheet, breast board add layer, outrigger adds layer and sealing beam adds layer and is respectively and sets up outside former breast board top, former breast board, outside former outrigger, outside untouched mouth beam, wherein, described breast board adds layer and former breast board strong bonded, makes breast board meet sound insulation requirement; Described outrigger adds layer and lays two-layer horizontal reinforcement, two-layer horizontal reinforcement and former outrigger, collar tie beam, wall connecting; Described sealing beam adds layer and untouched mouth beam, breast board and adds layer and outrigger and add layer and be connected.
Preferably, described breast board adds layer located level reinforcing bar and vertical connecting reinforcement, and described former breast board is provided with boring, lays U-shaped stirrup in boring; Described breast board adds the U-shaped stirrup that layer is laid in former breast board in advance by colligation and is connected with former breast board, and breast board adds layer horizontal reinforcement by bar planting mode and wall connecting, and the reinforcing steel implant degree of depth is more than or equal to 150mm; Sound proof window bearing sheet is laid on described former breast board top, and sound proof window bearing sheet is added layer and is connected with vertical connecting reinforcement with former breast board, breast board by distributing bar.
Preferably, described breast board adds a layer horizontal reinforcement diameter and gets 8 ~ 10mm, on outrigger facade, breast board adds layer horizontal reinforcement plant anchor in body of wall, the bar planting degree of depth is more than or equal to 150mm, and on sealing beam facade, breast board adds the breast board that layer horizontal reinforcement bending be anchored in outrigger facade and adds in layer.
Preferably, described outrigger adds layer and is located at outside former outrigger, overall in u-shaped, top and bottom located level reinforcing bar respectively, and horizontal reinforcement is connected in the stirrup of former outrigger with plant anchor in advance, makes outrigger add layer and is connected with former outrigger; The horizontal reinforcing steel implant in top is anchored in collar tie beam, and the reinforcing steel implant degree of depth is more than or equal to 180mm; Bottom level reinforcing steel implant is anchored in body of wall, and the reinforcing steel implant degree of depth is more than or equal to 150mm.
Preferably, described plant anchor is in advance in the stirrup of former outrigger, and the stirrup bar planting degree of depth is more than or equal to 100mm.
Preferably, described outrigger adds a layer located level reinforcing bar, and the horizontal reinforcement at top arranges 2 or 4, and bar diameter is more than or equal to 12mm; The horizontal reinforcement of bottom arranges 3, and diameter is more than or equal to 10mm.
Preferably, described sealing beam adds layer and is located at outside untouched mouth beam, overall in u-shaped, top and bottom located level reinforcing bar respectively, horizontal reinforcement is connected in the stirrup of untouched mouth beam with plant anchor in advance, make sealing beam add layer to be connected with untouched mouth beam, sealing beam adds the bending of layer horizontal reinforcement and is anchored in outrigger and adds layer.
Preferably, described sealing beam adds a layer located level reinforcing bar, the horizontal reinforcement placement in top 2, and bar diameter is more than or equal to 10mm, and bottom level reinforcement placement 3 reinforcing bars, diameter is more than or equal to 10mm.
Preferably, described plant anchor is in advance in the stirrup of untouched mouth beam, and the stirrup bar planting degree of depth is more than or equal to 100mm.
Preferably, described sealing beam adds layer top horizontal reinforcement and bottom level reinforcing bar and is connected in the stirrup of untouched mouth beam with plant anchor in advance, make sealing beam add layer to be connected with untouched mouth beam, the stirrup bar planting degree of depth is more than or equal to 100mm, and described sealing beam adds layer top horizontal reinforcement and the bending of bottom level reinforcing bar is anchored in outrigger and adds in layer.
Preferably, described sound proof window bearing sheet, breast board add layer, outrigger adds layer and adds layer be concrete component with sealing beam, and formation is built in integration.
Compared with prior art, the utility model has following beneficial effect:
1, the outrigger formula balcony ruggedized construction that provides of the utility model, it is reasonable in design, connection is reliable, use safety, can greatly improve balcony bearing capacity and stability.
2, the balcony strengthening reconstruction designed by the utility model can effectively improve balcony fence sound insulation property, meets the requirement of improvement project sound insulation property, and can utilize former railing panel component, have good environment protecting.
3, the utility model can meet the placement of large-size component as double sound proof window, for the transformation of existing apartment Sound insulation for building provides support.
The problems such as 4, the utility model can solve element bearing capacity in the transformation of existing apartment building reinforce, durability is not enough, are not limited in the sound insulation improvement project of existing apartment building, are widely used.
Accompanying drawing explanation
By reading the detailed description done non-limiting example with reference to the following drawings, other features, objects and advantages of the present utility model will become more obvious:
Fig. 1 is the outrigger formula balcony ruggedized construction schematic diagram of the utility model for transformation of insulating against sound;
Fig. 2 is cross-sectional configuration and the reinforcement constitution schematic diagram (A-A section) of the utility model embodiment outrigger facade, and wherein: (a) is overall sectional drawing, (b) is reinforcement constitution figure;
Fig. 3 is the section of the utility model embodiment outrigger facade and horizontal reinforcement and collar tie beam, wall connecting schematic diagram;
Fig. 4 is cross-sectional configuration and the reinforcement constitution schematic diagram of the utility model embodiment sealing beam facade, and wherein: (a) is overall sectional drawing, (b) is reinforcement constitution figure;
Fig. 5 is section and the reinforcement placement schematic diagram of the utility model embodiment sealing beam facade.
In figure: balcony 1, balcony slab 2, former breast board 3, former outrigger 4, untouched mouth beam 5, collar tie beam 6, breast board adds layer 7, outrigger adds layer 8, sealing beam add layer 9, sound proof window bearing sheet 10, floor 11, body of wall 12, body of wall 13, sound proof window component 14, room 15;
Vertical connecting reinforcement j
0, breast board adds a layer horizontal reinforcement j
1, sound proof window bearing sheet horizontal reinforcement j
2, outrigger adds a layer top horizontal reinforcement j
3, outrigger adds a layer bottom level reinforcing bar j
4, sealing beam add a layer top horizontal reinforcement j
5, sealing Liang Liang add a layer bottom level reinforcing bar j
6;
U-shaped stirrup g
1, stirrup g
2, distributing bar g
3, g
4;
Breast board adds layer thickness Δ
1, outrigger adds layer thickness Δ
2, Δ
3, Δ
4, sealing beam add layer thickness Δ
5, Δ
6;
Former breast board thickness b
1, former outrigger width b
2, untouched mouth beam width b
3, sound proof window bearing sheet width b
4;
Reinforcing steel implant degree of depth λ
1, λ
2, λ
3, λ
4, λ
5;
Breast board adds a layer horizontal reinforcement distance s
1, s
2, additional connecting reinforcement distance s
3, s
4;
Thickness of concrete cover c
1, c
2.
Detailed description of the invention
Below in conjunction with specific embodiment, the utility model is described in detail.Following examples will contribute to those skilled in the art and understand the utility model further, but not limit the utility model in any form.It should be pointed out that to those skilled in the art, without departing from the concept of the premise utility, some distortion and improvement can also be made.These all belong to protection domain of the present utility model.
Please refer to Fig. 1 to Fig. 5.
Embodiment 1
Present embodiments provide a kind of outrigger formula balcony ruggedized construction for transformation of insulating against sound, comprise sound proof window bearing sheet 10, breast board adds layer 7, outrigger adds layer 8 and sealing beam adds layer 9.Wherein, described sound proof window bearing sheet 10, breast board add layer 7, outrigger adds layer 8 and sealing beam adds layer 9 and is respectively outside former breast board 3 top, former breast board 3, sets up outside former outrigger 4, outside untouched mouth beam 5, and described sound proof window bearing sheet 10 is according to sound proof window component 14 size design; Described breast board adds layer 7 and is laid in outside former breast board 3, with former breast board 3 strong bonded, makes total breast board meet sound insulation requirement; Described outrigger adds layer 8 and lays two-layer horizontal reinforcement, is reliably connected with former outrigger 4, collar tie beam 6, body of wall 13; Described sealing beam adds layer 9 according to upper load design, adds layer 7 and outrigger add layer 8 and be reliably connected with untouched mouth beam 5, breast board.
Further, described sound proof window bearing sheet 10 located level reinforcing bar j
2, by vertical connecting reinforcement j
0, distributing bar g
4add layer 7 be connected with former breast board 3, breast board.
Further, described sound proof window bearing sheet 10, breast board add layer 7, outrigger adds layer 8 and adds layer 9 with sealing beam and be concrete component, integratedly build formation.
Further, the machine drilling of described former breast board 3, lays U-shaped stirrup g
1, U-shaped stirrup g
1diameter should get 6mm or 8mm.
Further, described breast board adds layer 7 and is arranged on outside former breast board 3, located level reinforcing bar j
1with vertical connecting reinforcement j
0, form steel mesh reinforcement, horizontal reinforcement j
1diameter desirable 8 or 10mm, vertical connecting reinforcement j
0diameter desirable 10 or 12mm.
Further, described breast board adds a layer horizontal reinforcement j
1be connected with body of wall 13 bar planting, reinforcing steel implant degree of depth λ
1be more than or equal to 150mm, horizontal reinforcement j
1with vertical connecting reinforcement j
0with U-shaped stirrup g
1colligation, makes breast board add layer 7 and is reliably connected with former breast board 3.
Further, described sound proof window bearing sheet 10 located level reinforcing bar j
2, the desirable 8mm of bar diameter, by distributing bar g
4be connected with the bar planting of former breast board 3, by vertical connecting reinforcement j
0add layer 7 with breast board to be connected.
Further, described outrigger adds layer 8 entirety in u-shaped, adds layer thickness Δ
2, Δ
3, Δ
4calculate design according to supporting capacity to determine, outrigger adds the inner located level reinforcing bar of layer 8, is laid in the stirrup g of former outrigger by colligation in advance
2be connected with former outrigger 4, stirrup g
2plant anchor degree of depth λ
4100mm should be got.
Further, described outrigger adds layer 8 top and should arrange 2 or 4 reinforcing bar j
3, bar diameter is more than or equal to 12mm, plant anchor in collar tie beam 6, reinforcing steel implant degree of depth λ
2be more than or equal to 180mm; Outrigger adds bottom layer 8 should arrange 3 reinforcing bar j
4, bar diameter is more than or equal to 10mm, plant anchor in body of wall 13, reinforcing steel implant degree of depth λ
3be more than or equal to 150mm.
Further, described sealing beam adds layer 9 entirety in u-shaped, adds layer thickness Δ
5, Δ
6determine according to designing and calculating, sealing beam adds the inner located level reinforcing bar of layer 9, is laid in the stirrup g of untouched mouth beam 5 by colligation in advance
2be connected with untouched mouth beam 5, wherein, stirrup g
2plant anchor in untouched mouth beam 5, bar planting degree of depth λ
4100mm should be got.Described sealing beam adds layer cross section size and calculates according to upper load, and sealing beam adds to add outside layer with breast board outside layer and flushes.
Further, described sealing beam adds layer 9 top and should arrange 2 steel bar stress j
5, bar diameter is more than or equal to 12mm, and sealing beam adds bottom layer 9 should arrange 3 reinforcing bar j
6, the desirable 10mm of bar diameter, adds layer 8 anchor connection with outrigger.
Further, sound proof window bearing sheet 10, breast board add that layer 7 and outrigger add layer 8 or sound proof window bearing sheet 10, breast board adds layer 7 and adds layer 9 by vertical connecting reinforcement j with sealing beam
0connect, improve structural integrity.
Further, after all reinforcing bar bindings and formwork complete, adopt C30 microdilatancy pea gravel concreten to build, build operation and should vibrate even, closely knit, carry out maintenance by designing requirement.
Below in conjunction with accompanying drawing, above-described embodiment is elaborated.
As shown in Figure 1, the balcony that present embodiments provide for after adopting above-described embodiment 1 and embodiment 2 to apply forms schematic diagram, comprising: balcony 1, balcony slab 2, former breast board 3, former outrigger 4, untouched mouth beam 5, collar tie beam 6, breast board adds layer 7, outrigger adds layer 8, sealing beam adds layer 9, sound proof window bearing sheet 10, floor 11, body of wall 12, sound proof window component 14.Retain former breast board 3, outside former breast board 3 top and former breast board 3, former outrigger 4, untouched mouth beam 5, set up sound proof window bearing sheet 10 respectively, breast board adds layer 7, outrigger adds layer 8 and sealing beam adds layer 9, sound proof window bearing sheet 10, breast board add layer 7, outrigger adds layer 8 and sealing beam is added layer 9 and is reliably connected by the component such as reinforcing steel implant, reinforcing bar binding and former breast board 3, former outrigger 4, untouched mouth beam 5 and collar tie beam 6, formed by integrally casting is formed, and improves balcony integral rigidity, supporting capacity and balcony fence sound insulation property.Wherein, sound proof window bearing sheet 10 is according to sound proof window component 14 size design; Breast board adds layer 7 and former breast board 3 strong bonded, makes total breast board meet sound insulation requirement; Outrigger adds layer 8 and is reliably connected with former outrigger 4, collar tie beam 6, body of wall 13; Sealing beam adds layer 9 according to upper load design, adds layer 7 and outrigger add layer 8 and be reliably connected with untouched mouth beam 5, breast board.
As shown in figures 2-3, the embodiment outrigger provided on outrigger facade adds layer 8, breast board adds layer 7 and sound proof window bearing sheet 10 reinforcement constitution and connected mode and key control parameter is given.
As shown in Figure 2, an embodiment provides schematic diagram, reinforcement constitution and the key control parameter that outrigger adds layer 8, breast board adds layer 7 and sound proof window bearing sheet 10.
In one embodiment, the machine drilling of described former breast board 3 surperficial dabbing process, lay U-shaped stirrup g in boring
1, U-shaped stirrup g
1diameter gets 6mm; Described breast board adds layer 7 located level reinforcing bar j
1with vertical connecting reinforcement j
0, horizontal reinforcement j
1diameter gets 8mm, vertical equidistantly distribution, distance s
1for 200mm, vertical connecting reinforcement j
0diameter gets 10mm, horizontal reinforcement j
1with vertical connecting reinforcement j
0with U-shaped stirrup g
1colligation connects; It is 150mm that described former breast board 3 adds layer 7 gross thickness with breast board, meets sound insulation property requirement.
In one embodiment, the surperficial dabbing process of described former outrigger 4, steel planting operation, pre-sets stirrup g
1with distributing bar g
3, stirrup g
1diameter gets 8mm, distributing bar g
3diameter gets 8mm, bar planting degree of depth λ
4, λ
5all get 100mm; Outrigger adds layer 8 and is arranged at outside former outrigger 4, and overall in u-shaped, 2 horizontal reinforcement j are laid at top
3, bar diameter gets 12mm, and 3 horizontal reinforcement j are laid in bottom
4, bar diameter gets 12mm, and outrigger adds a layer top horizontal reinforcement j
3with bottom level reinforcing bar j
4respectively with stirrup g
2or distributing bar g
3colligation connects; Outrigger adds a layer top horizontal reinforcement j
3with bottom level reinforcing bar j
4thickness of concrete cover c
1, c
2all get 25mm.
As shown in Figure 3, embodiment provides that outrigger adds layer 8, breast board adds layer 7 and the connected mode of sound proof window bearing sheet 10 and body of wall 13 and key parameter.
In one embodiment, described outrigger adds layer 8 and is connected with body of wall 13 bar planting, and outrigger adds the horizontal reinforcing steel implant in layer top and is anchored in collar tie beam 6, reinforcing steel implant degree of depth λ
1get 180mm, outrigger adds a layer bottom level reinforcing bar j
3plant anchor in body of wall 13, reinforcing steel implant degree of depth λ
2get 150mm; Described breast board adds a layer horizontal reinforcement j
1plant anchor in body of wall 13, reinforcing steel implant degree of depth λ
3get 150mm; Described sound proof window bearing sheet horizontal reinforcement j
2plant anchor in body of wall 13, reinforcing steel implant degree of depth λ
3get 150mm; Described breast board adds layer 7 and lays vertical connecting reinforcement j
0, connect sound proof window bearing sheet horizontal reinforcement j
2, breast board adds a layer horizontal reinforcement j
1a layer horizontal reinforcement j is added with outrigger
3, j
4, vertical connecting reinforcement distance s
3get 200mm.
As shown in Figures 4 and 5, embodiment provides the reinforcement constitution that sealing beam adds layer 9, breast board adds layer 7 and sound proof window bearing sheet 10 on sealing beam facade and connected mode and key control parameter.
As shown in Figure 4, embodiment provides and seals schematic diagram, reinforcement constitution and the key control parameter that beam adds layer 9, breast board adds layer 7 and sound proof window bearing sheet 10.
In one embodiment, the machine drilling of described former breast board 3 surperficial dabbing process, lay U-shaped stirrup g in boring
1, U-shaped stirrup g
1diameter gets 6mm; Described breast board adds layer 7 located level reinforcing bar j
1with vertical connecting reinforcement j
0, horizontal reinforcement j
1diameter gets 8mm, vertical equidistantly distribution, distance s
2for 200mm, vertical connecting reinforcement j
0diameter gets 10mm, horizontal reinforcement j
1with vertical connecting reinforcement j
0with U-shaped stirrup g
1colligation connects; It is 150mm that described former breast board 3 adds layer 7 gross thickness with breast board, meets sound insulation property requirement.
In one embodiment, the surperficial dabbing process of described untouched mouth beam 5, steel planting operation, pre-sets stirrup g
2with distributing bar g
3, stirrup g
2diameter gets 8mm, distributing bar g
3diameter gets 8mm, bar planting degree of depth λ
4, λ
5get 100mm; Sealing beam adds layer 9 and is arranged at outside untouched mouth beam 5, and overall in u-shaped, 2 horizontal reinforcement j are laid at top
5, bar diameter gets 12mm, and 3 horizontal reinforcement j are laid in bottom
6, bar diameter gets 10mm, and sealing beam adds a layer top horizontal reinforcement j
5with bottom level reinforcing bar j
6respectively with stirrup g
2or distributing bar g
3colligation connects; Sealing beam adds a layer top horizontal reinforcement j
5with bottom level reinforcing bar j
6thickness of concrete cover c
1, c
2all get 25mm.
As shown in Figure 5, embodiment provides longitudinal profile and the reinforcement constitution that sealing beam adds layer 9 facade.Described sealing beam horizontal reinforcement j
5, j
6, breast board adds a layer horizontal reinforcement j
1, sound proof window bearing sheet horizontal reinforcement j
2bending be anchored in outrigger add layer facade corresponding outrigger adds layer 8, breast board adds layer 7 and in sound proof window bearing sheet 10, bending anchoring meet corresponding code requirement; Described breast board adds layer 7 and lays vertical connecting reinforcement j
0, connect sound proof window bearing sheet horizontal reinforcement j
2, breast board adds a layer horizontal reinforcement j
1a layer horizontal reinforcement j is added with sealing beam
5, j
6, vertical connecting reinforcement distance s
4get 200mm.
Embodiment 2
The outrigger formula balcony ruggedized construction for transformation of insulating against sound of above-described embodiment 1, can realize by the following method: retain former breast board 3, outside former breast board 3 top and former breast board 3, former outrigger 4, untouched mouth beam 5, set up sound proof window bearing sheet 10 respectively, breast board adds layer 7, outrigger adds layer 8 and sealing beam adds layer 9, sound proof window bearing sheet 10, breast board add layer 7, outrigger adds layer 8 and sealing beam is added layer 9 and is reliably connected with original component by reinforcing steel implant, reinforcing bar drawknot, formed by integrally casting is formed, and improves balcony integral rigidity, supporting capacity and balcony fence sound insulation property.Main implementing procedure is as follows:
The first step, pick cutter former breast board 3, former outrigger 4, untouched mouth beam 5 surface plastering rendering layer, cleaning corrosion of steel bar thing, by former breast board 3, the surperficial dabbing process of former outrigger 4, water seasoning;
Second step, delimit position boring at former breast board 3, before boring, adopt reinforcing bar survey meter to carry out existing reinforcing bar location;
3rd step, add layer 7 according to breast board, outrigger adds layer 8, sealing beam add layer 9 horizontal reinforcement lay requirement, collar tie beam 6, body of wall 13, former outrigger 4, untouched mouth beam 5 accurately indicate bar planting position, boring is injecting glue, bar planting operation also, adopts reinforcing bar survey meter to carry out existing reinforcing bar location before boring;
U-shaped stirrup g is laid in the boring of 4th step, former breast board 3
1, termination bends, by sound proof window bearing sheet 10, breast board adds layer 7, outrigger adds layer 8, sealing beam adds layer 9 horizontal reinforcement respectively with U-shaped stirrup g
1, vertical connecting reinforcement j
0, bar planting stirrup g
2, distributing bar g
3, g
4colligation connects, and colligation connects and firmly, accurately, should ensure thickness of concrete cover c
1, c
2;
5th step, treat that step 4 reinforcing bar binding is complete, carry out form erecting operation, and adopt steel plate reinforcement outside template;
After the operations such as the 6th step, concrete curing, formwork complete, adopt microdilatancy pea gravel concreten to carry out cast in situs, should vibrate even, closely knit when building;
7th step, normal maintenance, stripping after maintenance completes, carries out waterproofing work, isothermal holding by designing requirement, whitewashes operation and install the operations such as sound proof window component.
For the outrigger formula balcony ruggedized construction of transformation of insulating against sound described in above-mentioned embodiment, principle is simple, bearing capacity and stability promote successful, use safety, facts have proved to have good effect.It will be noted that the parameters such as the complete damage situation of Existing reinforced concrete bridge, balcony size there are differences, when adopting ruggedized construction described in the utility model, specific design parameter should according to actual conditions designing and calculating.
Above specific embodiment of the utility model is described.It is to be appreciated that the utility model is not limited to above-mentioned particular implementation, those skilled in the art can make various distortion or amendment within the scope of the claims, and this does not affect flesh and blood of the present utility model.
Claims (8)
1. for an outrigger formula balcony ruggedized construction for transformation of insulating against sound, it is characterized in that: comprise sound proof window bearing sheet, breast board adds layer, outrigger adds layer and sealing beam adds layer; Described sound proof window bearing sheet, breast board add layer, outrigger adds layer and sealing beam adds layer and is respectively and sets up outside former breast board top, former breast board, outside former outrigger, outside untouched mouth beam, wherein, described breast board adds layer and former breast board strong bonded, makes breast board meet sound insulation requirement; Described outrigger adds layer and lays two-layer horizontal reinforcement, two-layer horizontal reinforcement and former outrigger, collar tie beam, wall connecting; Described sealing beam adds layer and untouched mouth beam, breast board and adds layer and outrigger and add layer and be connected.
2. the outrigger formula balcony ruggedized construction for transformation of insulating against sound according to claim 1, it is characterized in that: described breast board adds layer located level reinforcing bar and vertical connecting reinforcement, described former breast board is provided with boring, lays U-shaped stirrup in boring; Described breast board adds the U-shaped stirrup that layer is laid in former breast board in advance by colligation and is connected with former breast board, and breast board adds layer horizontal reinforcement by bar planting mode and wall connecting, and the reinforcing steel implant degree of depth is more than or equal to 150mm; Sound proof window bearing sheet is laid on described former breast board top, and sound proof window bearing sheet is added layer and is connected with vertical connecting reinforcement with former breast board, breast board by distributing bar.
3. the outrigger formula balcony ruggedized construction for transformation of insulating against sound according to claim 1, it is characterized in that: described outrigger adds layer and is located at outside former outrigger, overall in u-shaped, top and bottom located level reinforcing bar respectively, horizontal reinforcement is connected in the stirrup of former outrigger with plant anchor in advance, makes outrigger add layer and is connected with former outrigger; The horizontal reinforcing steel implant in top is anchored in collar tie beam, and the reinforcing steel implant degree of depth is more than or equal to 180mm; Bottom level reinforcing steel implant is anchored in body of wall, and the reinforcing steel implant degree of depth is more than or equal to 150mm.
4. the outrigger formula balcony ruggedized construction for transformation of insulating against sound according to claim 3, is characterized in that: described plant anchor is in advance in the stirrup of former outrigger, and the stirrup bar planting degree of depth is more than or equal to 100mm.
5. the outrigger formula balcony ruggedized construction for transformation of insulating against sound according to claim 1, it is characterized in that: described sealing beam adds layer and is located at outside untouched mouth beam, overall in u-shaped, top and bottom located level reinforcing bar respectively, horizontal reinforcement is connected in the stirrup of untouched mouth beam with plant anchor in advance, make sealing beam add layer to be connected with untouched mouth beam, sealing beam adds the bending of layer horizontal reinforcement and is anchored in outrigger and adds layer.
6. the outrigger formula balcony ruggedized construction for transformation of insulating against sound according to claim 5, it is characterized in that: described sealing beam adds a layer located level reinforcing bar, the horizontal reinforcement at top arranges 2, and bar diameter is more than or equal to 10mm, the horizontal reinforcement of bottom arranges 3, and diameter is more than or equal to 10mm.
7. the outrigger formula balcony ruggedized construction for transformation of insulating against sound according to claim 6, it is characterized in that: described sealing beam adds layer top horizontal reinforcement and bottom level reinforcing bar and is connected in the stirrup of untouched mouth beam with plant anchor in advance, make sealing beam add layer to be connected with untouched mouth beam, the stirrup bar planting degree of depth is more than or equal to 100mm, and described sealing beam adds layer top horizontal reinforcement and the bending of bottom level reinforcing bar is anchored in outrigger and adds in layer.
8. the outrigger formula balcony ruggedized construction for transformation of insulating against sound according to any one of claim 1-7, is characterized in that: described sound proof window bearing sheet, breast board add layer, outrigger adds layer and adds layer be concrete component with sealing beam, integratedly builds formation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520517362.8U CN204850521U (en) | 2015-07-16 | 2015-07-16 | A outrigger formula balcony reinforced structure for $insulating against sound reform transform |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520517362.8U CN204850521U (en) | 2015-07-16 | 2015-07-16 | A outrigger formula balcony reinforced structure for $insulating against sound reform transform |
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| Publication Number | Publication Date |
|---|---|
| CN204850521U true CN204850521U (en) | 2015-12-09 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105064710A (en) * | 2015-07-16 | 2015-11-18 | 上海市房地产科学研究院 | Outrigger-type balcony reinforcing method and structure for sound insulation reformation |
| CN113175073A (en) * | 2021-04-20 | 2021-07-27 | 徐州中煤汉泰建筑工业化有限公司 | Waterproof heat insulation type prefabricated balcony slab |
-
2015
- 2015-07-16 CN CN201520517362.8U patent/CN204850521U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105064710A (en) * | 2015-07-16 | 2015-11-18 | 上海市房地产科学研究院 | Outrigger-type balcony reinforcing method and structure for sound insulation reformation |
| CN105064710B (en) * | 2015-07-16 | 2017-10-13 | 上海市房地产科学研究院 | It is a kind of to be used for insulate against sound the outrigger formula balcony reinforcement means transformed and ruggedized construction |
| CN113175073A (en) * | 2021-04-20 | 2021-07-27 | 徐州中煤汉泰建筑工业化有限公司 | Waterproof heat insulation type prefabricated balcony slab |
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