Construction method of integrally poured building room

Abstract

The invention relates to the technical field of room construction and discloses a construction method of an integrally poured building room. The specific steps are as follows: S1: foundation treatment, specifically floating sand and sludge in a site are cleared away, mechanical excavating and levelling are performed with an excavator and a loader, when the distance away from the designed elevationis 250-300 m, manual levelling is performed, and a road roller is used for compacting to wait for concrete pouring; and S2: concrete pouring: after large-volume concrete pouring, moisture preservingand temperature controlling measures should be adopted within 10-12 h, the inner and surface temperature difference of concrete should not be larger than 25 DEG C, and the temperature difference of the surface of a concrete pouring body and the atmosphere should not be larger than 20 DEG C. According to the construction method, a raft plate post-cast strip, a water draining open trench, an outer wall construction post-cast strip, a floor slab post-cast strip and a concrete beam post-cast strip are arranged, so that the overall waterproof effect of a building is further enhanced; besides, a whole cast-in-place reinforced concrete shear wall structure is adopted, a flat plate type raft foundation is adopted for a main building, a force holding layer is a grit layer, a very good anti-seismiceffect is achieved, and the safety of the building is improved.

Description

technical field

[0001] The patent of the present invention relates to the technical field of house construction, in particular, to an integrated pouring method for building a house. Background technique

[0002] The existing construction methods of residential houses mainly include construction methods based on reinforced concrete structures and construction methods based on steel structures. In the construction method based on the reinforced concrete structure, after the building foundation is completed, the frame structure is generally constructed first, and then the frame is filled with bricks, and a layer of cement is constructed on the inner and outer sides of the brick wall.

[0003] Its main disadvantages are:

[0004] First, the building construction procedure is complicated, the labor load is heavy, the construction period is long, and a large amount of construction waste is generated, and it is difficult to achieve strict quality control due to the large amount of...

Examples

Embodiment 1

[0040] refer to Figure 1-6 As shown, the building construction method of integrated pouring, the specific steps include as follows:

[0041] S1: Foundation treatment: clean up floating sand and silt in the site, use excavators and loaders to carry out mechanical excavation and leveling, and when the distance to the design elevation is 250m, manually level it and compact it with a road roller, and then pour concrete;

[0042] S2: Concrete pouring: After pouring large-volume concrete, moisture retention and temperature control measures should be taken within 10 hours. The temperature difference between the inside and outside of the concrete should not be greater than 25°C, and the temperature difference between the surface of the concrete pouring body and the atmosphere should not be greater than 20°C. The maintenance time is 14 days;

[0043]S3: Treatment of raft post-casting belts: a plurality of raft post-casting belts are evenly arranged on the foundation, and the bottom e...

Embodiment 2

[0054] refer to Figure 1-6 As shown, the building construction method of integrated pouring, the specific steps include as follows:

[0055] S1: Foundation treatment: clean up the floating sand and silt in the site, use excavators and loaders to carry out mechanical excavation and leveling, and when the distance to the design elevation is 280m, manually level it and compact it with a road roller, and then pour concrete;

[0056] S2: Concrete pouring: after pouring large-volume concrete, moisture retention and temperature control measures should be taken within 11 hours. The maintenance time is 16 days;

[0057] S3: Treatment of raft post-casting belts: a plurality of raft post-casting belts are evenly arranged on the foundation, and the bottom end of the raft post-casting belts is provided with a floor cushion 11 to form a good separation effect. The bottom floor cushion 11 Bottom plate steel bars 9 are arranged on the bottom plate steel bars 9, and the upper and lower part...

Embodiment 3

[0068] refer to Figure 1-6 As shown, the building construction method of integrated pouring, the specific steps include as follows:

[0069] S1: Foundation treatment: clean up floating sand and silt in the site, use excavators and loaders to carry out mechanical excavation and leveling, and when the distance to the design elevation is 300m, manually level it and compact it with a road roller, and then pour concrete;

[0070] S2: Concrete pouring: After pouring large-volume concrete, moisture retention and temperature control measures should be taken within 12 hours. The maintenance time is 20d;

[0071] S3: Treatment of raft post-casting belts: a plurality of raft post-casting belts are evenly arranged on the foundation, and the bottom end of the raft post-casting belts is provided with a floor cushion 11 to form a good separation effect. The bottom floor cushion 11 Bottom plate steel bars 9 are arranged on the bottom plate steel bars 9, and the upper and lower parts of the...

technical field

[0001] The patent of the present invention relates to the technical field of house construction, in particular, to an integrated pouring method for building a house. Background technique

[0002] The existing construction methods of residential houses mainly include construction methods based on reinforced concrete structures and construction methods based on steel structures. In the construction method based on the reinforced concrete structure, after the building foundation is completed, the frame structure is generally constructed first, and then the frame is filled with bricks, and a layer of cement is constructed on the inner and outer sides of the brick wall.

[0003] Its main disadvantages are:

[0004] First, the building construction procedure is complicated, the labor load is heavy, the construction period is long, and a large amount of construction waste is generated, and it is difficult to achieve strict quality control due to the large amount of...

Examples

Embodiment 1

[0040] refer to Figure 1-6 As shown, the building construction method of integrated pouring, the specific steps include as follows:

[0041] S1: Foundation treatment: clean up floating sand and silt in the site, use excavators and loaders to carry out mechanical excavation and leveling, and when the distance to the design elevation is 250m, manually level it and compact it with a road roller, and then pour concrete;

[0042] S2: Concrete pouring: After pouring large-volume concrete, moisture retention and temperature control measures should be taken within 10 hours. The temperature difference between the inside and outside of the concrete should not be greater than 25°C, and the temperature difference between the surface of the concrete pouring body and the atmosphere should not be greater than 20°C. The maintenance time is 14 days;

[0043]S3: Treatment of raft post-casting belts: a plurality of raft post-casting belts are evenly arranged on the foundation, and the bottom e...

Embodiment 2

[0054] refer to Figure 1-6 As shown, the building construction method of integrated pouring, the specific steps include as follows:

[0055] S1: Foundation treatment: clean up the floating sand and silt in the site, use excavators and loaders to carry out mechanical excavation and leveling, and when the distance to the design elevation is 280m, manually level it and compact it with a road roller, and then pour concrete;

[0056] S2: Concrete pouring: after pouring large-volume concrete, moisture retention and temperature control measures should be taken within 11 hours. The maintenance time is 16 days;

[0057] S3: Treatment of raft post-casting belts: a plurality of raft post-casting belts are evenly arranged on the foundation, and the bottom end of the raft post-casting belts is provided with a floor cushion 11 to form a good separation effect. The bottom floor cushion 11 Bottom plate steel bars 9 are arranged on the bottom plate steel bars 9, and the upper and lower part...

Embodiment 3

[0068] refer to Figure 1-6 As shown, the building construction method of integrated pouring, the specific steps include as follows:

[0069] S1: Foundation treatment: clean up floating sand and silt in the site, use excavators and loaders to carry out mechanical excavation and leveling, and when the distance to the design elevation is 300m, manually level it and compact it with a road roller, and then pour concrete;

[0070] S2: Concrete pouring: After pouring large-volume concrete, moisture retention and temperature control measures should be taken within 12 hours. The maintenance time is 20d;

[0071] S3: Treatment of raft post-casting belts: a plurality of raft post-casting belts are evenly arranged on the foundation, and the bottom end of the raft post-casting belts is provided with a floor cushion 11 to form a good separation effect. The bottom floor cushion 11 Bottom plate steel bars 9 are arranged on the bottom plate steel bars 9, and the upper and lower parts of the...

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