CN200946339Y

CN200946339Y - In-situ steel reinforced concrete slab for insulating noise

Info

Publication number: CN200946339Y
Application number: CN 200620075915
Authority: CN
Inventors: 王树建
Original assignee: Individual
Current assignee: Individual
Priority date: 2006-07-21
Filing date: 2006-07-21
Publication date: 2007-09-12
Anticipated expiration: 2016-07-21

Abstract

A cast-in-place reinforced steel concrete sound-insulation floor slab is characterized in that: cast-in-place floor slab with box shape and hollow cavity are arranged, consisting of a ring beam, a cover plate and a bottom plate; the hollow cavity are arranged in matrix independently; supporting rib are arranged between neighboring hollow cavities to connect between the cover plate and the bottom plate; the supporting rib is shown as plus-shape array; sound-insulation material is arranged for floor slab, light-weight elastic pre-buried part; the hollow cavity uses sound-insulation core material for pre-buried floor slab as forming mold; sound-insulation layer is arranged at the same time. The utility model has good sound-insulation and thermal instualtion function, which can be used in beam structure and non-beam construction floor slab in each industrial and civil construction structure such as multi-storyed and high-rise masonry structure, frame structure, frame-shear wall structure and shear wall structure.

Description

Cast-in-situ reinforced concrete soundproof floors

Technical field:

The utility model relates to a kind of cast-in-situ reinforced concrete soundproof floors.

Background technology:

At present, the common 10-12 cm thick cast-in-place concrete floor weighted impact sound that uses is arbitrarily downgraded and is 80-82dB in a large number, and more satisfactory residence floorslab weighted impact sound is arbitrarily downgraded should be less than 65dB.The sound isolation of floor problem is more serious, and there is complaint in resident family more.

In modern building constructions; what the way of known sound isolation of floor and heat preservation technology adopted is repave last layer sound insulating pad and heat insulating material on the in-situ reinforced concrete slab of having made after; pour into a mould 4-10 centimetre concrete cover more above that; this way has strengthened the deadweight of floor; the cost increase is very high; make floor can not form overall structure again, do not reach the effect that is implicative of each other and supports decompression.Construction period is long, and is also inconvenient, limited by span of slab, also only uses in high-end residential and deluxe hotel, and it is bigger to promote difficulty.And the cast-in-place concrete hollow building roof structural system that occurs in recent years, because being used to form the tubing of plate hollow core can only unidirectionally arrange, make floor differ bigger in two distribution of internal force in length and breadth, belong to the single load bearing plate, thereby cause thickness of slab to increase, the steel bar stress of floor strengthens, construction costs is higher, it is fragile in practice of construction to add hollow tube, and pipe is difficult for changing, and makes some place become solid floor again, increased the weight of the deadweight of floor on the contrary, caused hidden dangers in project, because the formation of hollow hole has increased heat-energy losses, reduced heat-insulating property, and can reduce the soundproof effect between the building storey, cause the sound isolation of floor performance to reduce, add the laying inconvenience of pipeline, difficulty of construction and construction cost have been increased, and be deposited in the ponding in the plate in the construction, can produce corrosion function to reinforcing bar in the plate in the course of time, for the safety of building has been buried hidden danger.At present, pre-buried thin-walled box and the polyphenyl foam plate core floor slab structure system that occurs again.Though solved the bidirectional stress problem, the soundproof effect of this structure floor can not satisfy people's expection requirement, and fireproof performance is poor.And it is, serious more and outstanding aspect use thin-walled box because of the various potential problems that use hollow section to bring to floor.Though this hollow building cover structural system, because slab thickness strengthens, soundproof effect though floor increases, is far from solving floor bump sound insulation problem than general thickness (10-12 centimetre), adding the wide-flat beam technology of having used, the sound insulation problem of rib does not solve between beam and box.Polyphenyl foam plate core has also only solved the insulation problem, but can't satisfy the requirement of people to sound isolation of floor.Therefore, need develop the novel cast-in-situ concrete sound insulating floor slab structure that to avoid the weak point of above various cast-in-place concrete floor structures, become current building trade problem demanding prompt solution.

The utility model content:

The utility model is for avoiding above-mentioned existing in prior technology weak point, a kind of cast-in-situ reinforced concrete soundproof floors is provided, making it have good performance in many-sides such as sound insulation, insulation, lightweight, saving materials.

The technical scheme that the utility model technical solution problem is adopted is:

The design feature of the utility model cast-in-situ reinforced concrete soundproof floors is:

Cast-in-situ floor is set, and is to constitute the box-like body with cavity by collar tie beam, cover plate and base plate, and described cavity independently is matrix form separately to be arranged, and for being connected the brace rod between cover plate and the base plate, described brace rod is the cross array between the adjacent cavity;

The sound isolation of floor core is set in described cavity, and described sound isolation of floor core is a lightweight elasticity built-in fitting, and described cavity is to be shaping mould with pre-buried sound isolation of floor core;

On the plane at described collar tie beam and place, brace rod position, puigging is set.

Compared with the prior art, the beneficial effects of the utility model are embodied in:

1, the utility model utilizes the sound-insulating performance that sound isolation of floor core and puigging are had, it is added in the reinforced concrete floor of floor, one-time cast-forming can make floor greatly improve its sound insulation and heat insulation effect, has shortened the construction period of original raising sound isolation of floor technology.Save the cast of floor upper strata layer of concrete and lay, solved various defectives such as hierarchy due to the floor layering and discontinuous construction, floor self is become one structure.

2, since the adding of sound isolation of floor core in the floor floor is become by solid construction is composite construction, floor weight reduction, and the cost that can reduce reinforced concrete soundproof floors is more than 50%.

3, the brace rod in the utility model is the cross array, has guaranteed that floor is stressed, and arrangement of reinforcement is reasonable.Owing to be two-way conduction load, make to help the floor stress equalization of both direction in length and breadth reducing thickness of slab and plate and weigh that make plate thickness reach minimum, the reinforcing bar and the concrete amount of floor all reduce, and save cost.

4, the utility model not only has good sound insulation, sound absorption and heat-insulating property, also has the effect of being convenient to cut, bore a hole, lay pipeline, has avoided accumulating in the floor problem of water erosion reinforcing bar simultaneously.

Description of drawings:

Fig. 1 is the utility model plane structure schematic diagram.

Fig. 2 is the utility model longitudinal profile schematic diagram.

Fig. 3 is the utility model sound isolation of floor core distribution schematic diagram.

Number in the figure: 1 collar tie beam, 2 cover plates, 3 base plates, 4 brace rods, 5 sound isolation of floor cores, 6 puiggings, 7 reinforcing bars, 8 lacing wires, 9 columns.

Below by the specific embodiment the utility model is further described:

The specific embodiment:

Referring to Fig. 1, in the present embodiment, cast-in-situ floor is set, be to constitute box-like body with cavity by collar tie beam 1, cover plate 2 and base plate 3, cavity independently is matrix form separately to be arranged, and for being connected the brace rod 4 between cover plate 2 and the base plate 3, brace rod 4 is the cross array between the adjacent cavity;

Fig. 1, Fig. 2 and shown in Figure 3 are provided with sound isolation of floor core 5 in cavity, sound isolation of floor core 5 is a lightweight elasticity built-in fitting, and cavity is to be shaping mould with pre-buried sound isolation of floor core 5; On the arbitrary plane at collar tie beam 1 and place, brace rod 4 positions, puigging 6 is set.

In concrete the enforcement, the volume that sound isolation of floor core 5 is set accounts for 26 of cast-in-situ floor volume---and 55%, the thickness of cover plate 2 and base plate 3 is respectively 3-10 centimetre, and the width of brace rod 4 is 5-30 centimetre, and the thickness of puigging 6 is 2---50mm..

Sound isolation of floor core 5 can have various mode, comprising:

Sound isolation of floor core 5 is a composite wood, and its compound material is sound absorption material, sound insulating material and heat insulating material, or is in sound absorption material, sound insulating material and the heat insulating material any two kinds.In concrete the enforcement, the sound isolation of floor core 5 of composite material can be to coagulate stone or crushed crude pearlite or cement and polystyrene Yi Xi Pao Droplets and the compounded light elastomerics of glass wool by steam bubble cement or steam bubble.

Sound isolation of floor core 5 also can be a kind of assembly, specifically is the assembly of sound absorbing layer, puigging and insulation layer, or is assembly any two kinds in sound absorbing layer, puigging and the insulation layer.

The cross section of sound isolation of floor core 5 can be rectangle, circle, trapezoidal, polygon or abnormal shape.

In concrete the enforcement, cast-in-situ concrete can be for coagulating stone or C30 and other concrete of higher level, and reinforcing bar 7 is set routinely, comprises steel bar stress and distributing bar.

For the ease of construction, and can guarantee sound isolation of floor core 5 its due performances of performance, can establish steel wire in the outside of sound isolation of floor core 5, or fiber, or Polypropylence Sheet, so that in work progress, avoid sound isolation of floor core 5 is caused damage.

The construction of cast-in-situ reinforced concrete soundproof floors is operated according to the following procedure in the present embodiment:

A, a good backform;

B, on backform, spread the frame reinforcing bar successively side by side;

C, fixing hydroelectric line;

D, above reinforcing bar, place and fixing sound isolation of floor core 5;

E, shop frame top reinforcement and with distributing bar with collar tie beam 1, cover plate 2, base plate 3, and the reinforcing bar in the brace rod 47 is fixed as one;

F, on the position of correspondence, place puigging 6;

G, fluid concrete are to design thickness;

H, use vibrator jolt ramming, floating again, press polish, maintenance moulding.

Lacing wire 8 shown in Figure 2 is used in the process of fluid concrete sound isolation of floor core 5 being positioned, and according to the building structure requirement, collar tie beam 1 should be supported on the column 9.

The utlity model has easy construction, quick, the duration is fast, the characteristics that cost is low, the problem that solved the sound insulation problem that floor clashes into, is incubated and prevents corrosion of steel bar.Can be used in various industry and the civilian construction, sound insulating material and building are organically merged sound-insulating, environmental protection and energy saving, little, the applied range of input.

Claims

1, cast-in-situ reinforced concrete soundproof floors is characterized in that:

Cast-in-situ floor is set, be to constitute by collar tie beam (1), cover plate (2) and base plate (3) to have the box-like body of cavity, described cavity independently is matrix form separately and arranges, for being connected the brace rod (4) between cover plate (2) and the base plate (3), described brace rod (4) is the cross array between the adjacent cavity;

Sound isolation of floor core (5) is set in described cavity, and described sound isolation of floor core (5) is a lightweight elasticity built-in fitting, and described cavity is to be shaping mould with pre-buried sound isolation of floor core (5);

On the plane at described collar tie beam (1) and place, brace rod (4) position, puigging (6) is set.

2, sound insulating floor slab according to claim 1, the volume that it is characterized in that described sound isolation of floor core (5) accounts for 26 of cast-in-situ floor volume---and 55%, the thickness of described cover plate (2) and base plate (3) is respectively 3-10 centimetre, and the width of described brace rod (4) is 5-30 centimetre.

3, sound insulating floor slab according to claim 1, the thickness that it is characterized in that described puigging (6) is 2---50mm.

4, sound insulating floor slab according to claim 1 is characterized in that described sound isolation of floor core (5) is the assembly of sound absorbing layer, puigging and insulation layer, or is assembly any two kinds in sound absorbing layer, puigging and the insulation layer.

5, sound insulating floor slab according to claim 1, the cross section that it is characterized in that described sound isolation of floor core (5) are rectangle, circle, trapezoidal, polygon or abnormal shape.