CN214784112U

CN214784112U - Novel house building foundation

Info

Publication number: CN214784112U
Application number: CN202121224098.0U
Authority: CN
Inventors: 俞丽燕; 阮引杰
Original assignee: Zhejiang Zhenyuan Construction Co Ltd
Current assignee: Zhejiang Zhenyuan Construction Co Ltd
Priority date: 2021-06-02
Filing date: 2021-06-02
Publication date: 2021-11-19
Anticipated expiration: 2031-06-02

Abstract

The utility model relates to a novel building foundation, including pouring in the below ground and accept the concrete foundation of building superstructure, the concrete foundation periphery is equipped with the enclosure layer, be equipped with shockproof outer piece in the enclosure layer, the outer piece inner wall that takes precautions against earthquakes evenly is equipped with several rubber cushion blocks, whole rubber cushion blocks all are connected with the same shockproof inner block that is arranged in shockproof outer piece, the concrete foundation is arranged in shockproof inner block, possess and produce vibrations when and will shake the transmission for shockproof outer piece in the ground, rubber cushion block can offset partial vibrations, so that the vibrations that the inner block that takes precautions against earthquakes received are difficult too big, reach the effect that promotes concrete foundation shockproof nature.

Description

Novel house building foundation

Technical Field

The application relates to a room field of building especially relates to a basis is built in novel room.

Background

When a house is built, the bottom house building foundation is constructed firstly, and the stability of the whole built building is directly influenced by the quality of the house building foundation, so that the house building foundation needs to have higher requirements.

The existing electromagnetic speed-regulating motor braking device with the notice number of CN210636470U comprises: the brick mould, the lower end of the concrete foundation has concrete cushion, the brick mould is set up around the concrete foundation, the brick mould is built on the backfill foundation soil outside the concrete foundation; the inner wall of the brick mould and the upper surface of the concrete cushion layer are adhered with the waterproof coiled material through the adhesive; the waterproof coiled material fixed on the brick mould of the protective plate is close to one side surface of the concrete foundation; the fine aggregate concrete protective layer is poured on the upper surface of the waterproof roll on the concrete cushion layer.

In view of the above-mentioned related technologies, the inventor believes that when a certain vibration is generated due to the surrounding construction on the ground, the concrete foundation will also generate a large vibration, and there is a defect that the earthquake-proof performance of the building foundation is poor.

SUMMERY OF THE UTILITY MODEL

In order to promote the earthquake-proof nature of building the basis in room, this application provides a novel basis is built in room.

The application provides a novel house is built basis and is adopted following technical scheme:

the utility model provides a novel building foundation, is including pouring in the below ground and accept the concrete foundation of building superstructure, the concrete foundation periphery is equipped with the enclosure layer, is equipped with the outer piece that takes precautions against earthquakes in the enclosure layer, and the outer piece inner wall that takes precautions against earthquakes evenly is equipped with several rubber cushion blocks, and whole rubber cushion blocks all are connected with the same interior piece that takes precautions against earthquakes that is arranged in the outer piece that takes precautions against earthquakes, and the concrete foundation is arranged in the interior piece that takes precautions against earthquakes.

By adopting the technical scheme, the shock generated when the ground around the building foundation is constructed or a heavy vehicle passes through is not easily and directly transmitted to the shockproof inner block, but can be partially absorbed by the rubber cushion block, so that the shock resistance of the concrete foundation in the shockproof inner block is improved, the shock resistance of the built integral building is improved, and the built integral building is more stable.

Optionally, the same waterproof sloping block is arranged on the upper surfaces of the enclosing layer and the shockproof outer block, the outer wall of the concrete foundation is provided with a foundation outer layer, the foundation outer layer is connected to the upper surface of the shockproof inner block, the waterproof sloping block is sleeved on the foundation outer layer, and a waterproof joint filling material layer with high elongation is arranged between the waterproof sloping block and the foundation outer layer.

Through adopting above-mentioned technical scheme, make the rainwater be difficult for entering to take precautions against earthquakes between the interior piece and the outer piece that takes precautions against earthquakes, reduce the rainwater and lead to the fact great corruption's possibility to take precautions against earthquakes interior piece and the outer piece that takes precautions against earthquakes, it is longer to make whole house build basis life-span, the setting of the bed of material of caulking simultaneously, make the rainwater be difficult for getting into from between waterproof sloping block and the outer layer of basis, and the outer setting of basis makes waterproof sloping block can not with take precautions against earthquakes and be connected between the interior piece, make certain vibrations appear on ground and make to take precautions against earthquakes between the outer piece and the interior piece that takes precautions against earthquakes when the interval that appears the small amplitude changes, there is the reciprocal movement and the friction to appear between the difficult and the interior piece upper surface of taking precautions against earthquakes of waterproof sloping block.

Optionally, the upper surface of the waterproof sloping block is inclined, and the height of one side, far away from the outer layer of the foundation, of the waterproof sloping block is higher than that of one side, close to the outer layer of the foundation, of the waterproof sloping block.

Through adopting above-mentioned technical scheme for the rainwater is difficult for piling up at waterproof sloping block upper surface, has further reduced the rainwater from the waterproof sloping block and the outer possibility of getting into in basis, makes the whole waterproof nature of building basis better.

Optionally, the enclosure layer comprises a coarse gravel layer directly contacted with soil, and a fine stone concrete layer arranged on the side of the coarse gravel layer facing the shockproof outer block.

Through adopting above-mentioned technical scheme for when needing to bear the concrete foundation of great pressure again to transmit power for thick gravel layer, the difficult condition that destroys appears in thick gravel layer, make the envelope wholly possess better intensity, simultaneously, the setting up of tiny stone concrete makes the outer piece of taking precautions against earthquakes difficult direct and thick gravel layer direct contact, makes the outer piece surface of taking precautions against earthquakes difficult for receiving great damage, also is convenient for carry out the level with the outer piece of taking precautions against earthquakes and places.

Optionally, the side of the fine stone concrete layer facing the shockproof outer block is provided with a waterproof roll material layer.

Through adopting above-mentioned technical scheme for groundwater in the soil is difficult for permeating and gets into to take precautions against earthquakes outer piece department, promotes the waterproof nature of whole house foundation.

Optionally, the plate grooves are formed in the vertical side faces of the outer shockproof block and the inner shockproof block, the pad plates are arranged on two opposite side walls of the rubber pad block and are connected to the plate grooves in a sliding mode, the bottom surface grooves are formed in the bottom surface of the inner shockproof outer block and the bottom surface of the outer shockproof inner block, and the bottom surface grooves are formed in the horizontal pad plates and are connected to the bottom surface grooves in an inserting mode.

Through adopting above-mentioned technical scheme, put into the bottom surface groove that corresponds the outer piece of taking precautions against earthquakes with the cushion board, then will take precautions against earthquakes the inner piece and correspond and put into, make to be the horizontal rubber cushion and be difficult for appearing great removal in the horizontal plane, and also be convenient for confirm take precautions against earthquakes the position between the inner piece and the outer piece of taking precautions against earthquakes, then put into vertical cushion board corresponding to the board groove, make to be vertical rubber cushion and be difficult for appearing removing at will in vertical plane, still make the difficult emergence of position of rubber cushion change outside the installation of the inner piece of taking precautions against earthquakes of having been convenient for, so that the inner piece that takes precautions against earthquakes can keep comparatively good shock resistance betterly.

Optionally, the shockproof outer block is provided with a joint forming block close to the shockproof inner block on the side surface of the upper part of the shockproof inner block, and a joint filling material layer is arranged between the joint forming block and the shockproof inner block.

By adopting the technical scheme, even if rainwater permeates into the space between the upper surfaces of the waterproof inclined block and the shockproof outer block, the rainwater is difficult to enter the space between the shockproof outer block and the shockproof inner block, and the possibility of water accumulation between the shockproof outer block and the shockproof inner block is reduced.

Optionally, a drainage ditch is arranged at the periphery of the waterproof sloping block, an inclined plane plate is arranged on the outer wall of the waterproof sloping block in a surrounding mode, and one side, far away from the waterproof sloping block, of the inclined plane plate is located in the drainage ditch.

Through adopting above-mentioned technical scheme for the rainwater on waterproof sloping block surface can enter into the escape canal along the inclined plane board, makes the rainwater be difficult for entering into between waterproof sloping block and the ground, further reduces the possibility that the seepage appears in the rainwater.

In summary, the present application includes at least one of the following benefits:

the earthquake resistance of the concrete foundation in the earthquake-proof inner block is improved, the earthquake resistance of the built integral building is improved, and the built integral building is more stable;

the installation of the shockproof inner block is facilitated, and the position of the rubber cushion block is not easy to change, so that the shockproof inner block can well keep better shock resistance.

Drawings

FIG. 1 is a schematic diagram of the main structure of the present application;

FIG. 2 is a schematic structural view in vertical side section of the present application;

FIG. 3 is an enlarged view at A in FIG. 2;

fig. 4 is an enlarged view at B in fig. 2.

Description of reference numerals: 1. a concrete foundation; 2. a surrounding layer; 21. a pad plate; 22. a bottom surface groove; 23. forming a seam block; 24. a drainage ditch; 25. an inclined plane plate; 26. an outer block groove; 27. an inner block groove; 28. an oblique block groove; 3. a shock-proof outer block; 31. a rubber cushion block; 32. an inner block is prevented from being vibrated; 33. a waterproof sloping block; 34. a base outer layer; 35. a joint filling material layer; 36. a coarse gravel layer; 37. a fine stone concrete layer; 38. a waterproof roll layer; 39. and (4) plate grooves.

Detailed Description

The present application is described in further detail below with reference to the attached drawings.

The embodiment of the application discloses novel building foundation refers to fig. 1, including laying the envelope 2 in the foundation ditch inner wall of excavation, envelope 2 is including laying the thick gravel layer 36 in the foundation ditch bottom surface, and 36 upper surfaces of thick gravel layer are pour and are horizontal thin stone concrete layer 37, and thin stone concrete layer 37 is pour equally to the vertical inner wall of foundation ditch.

Referring to fig. 2 and 3, the vertical surface and the horizontal surface of fine stone concrete layer 37 all glue and are equipped with waterproofing roll material layer 38, waterproofing roll material layer 38 chooses for use APP modified asphalt waterproofing membrane, waterproofing roll material layer 38 deviates from the side laminating of fine stone concrete layer 37 and has the outer piece 3 of taking precautions against earthquakes, outer piece groove 26 has been seted up to 3 upper surfaces of the outer piece of taking precautions against earthquakes, several bottom surface grooves 22 have evenly been seted up to outer piece groove 26 horizontal bottom surface, it is horizontally rubber cushion block 31 to install several pieces of one-to-one in each bottom surface groove 22 directly over the outer piece groove 26 bottom surface, rubber cushion block 31 upper surface and following are all glued and are equipped with and be horizontally pad board 21, a pad board 21 closely pegs graft in bottom surface groove 22 along vertical direction. The shockproof inner block 32 is installed above the rubber cushion block 31, and the lower surface of the shockproof inner block 32 is also provided with a plurality of bottom grooves 22 corresponding to the cushion plates 21 with each high position one by one, so that when the shockproof inner block 32 is placed along the vertical direction and enters the outer block groove 26, the vertical inner wall of the bottom groove 22 of the shockproof inner block 32 is tightly sleeved on the rubber cushion block 31 with the high position along the vertical direction.

Referring to fig. 2 and 4, four vertical outer walls of the shockproof inner block 32 and four vertical inner walls of the outer block groove 26 are uniformly provided with a plurality of vertical plate grooves 39, the plate grooves 39 penetrate through the corresponding shockproof inner block 32 and the horizontal upper surface of the shockproof outer block 3, the plate grooves 39 of the shockproof inner block 32 and the plate grooves 39 of the outer block groove 26 are in one-to-one correspondence, two corresponding plate grooves 39 are respectively provided with one vertical rubber cushion block 31, and the two cushion plates 21 which are the vertical rubber cushion blocks 31 are respectively connected to the inner walls of the two plate grooves 39 in a sliding manner along the vertical direction.

Referring to fig. 2 and 4, the outer block groove 26 is fixedly connected with a horizontal seam forming block 23 towards the upper part of the vertical inner wall of the shockproof inner block 32, the horizontal section of the seam forming block 23 is in a rectangular frame shape, the seam forming block 23 is sleeved on the shockproof inner block 32, the height of the upper surface of the seam forming block 23 is lower than that of the shockproof inner block, a seam filling material layer 35 is filled between the vertical inner wall of the seam forming block 23 and the vertical outer wall of the shockproof inner block 32, the seam filling material layer 35 can be selected from high molecular asphalt paste, and the shockproof inner block has good corrosion resistance, water resistance and high elongation rate.

Referring to fig. 2, the upper surface of the shockproof inner block 32 is provided with a vertical inner block groove 27, a concrete foundation 1 is poured in the inner block groove 27, the upper surface of the concrete foundation 1 is higher than the upper surface of the shockproof inner block 32, a foundation outer layer 34 is poured on the upper surface of the shockproof inner block 32, the horizontal section of the foundation outer layer 34 is in a rectangular frame shape, and the foundation outer layer 34 is poured on the vertical outer wall of the concrete foundation 1.

Referring to fig. 2, the upper surface of the fine stone concrete layer 37, the upper surface of the waterproof roll material layer 38, the shockproof outer block 3 and the upper surface of the shockproof inner block 32 are flush with each other, the same waterproof sloping block 33 is poured on the upper surfaces of the fine stone concrete layer 37 and the shockproof outer block 3, the upper surface of the waterproof sloping block 33 is provided with a vertical sloping block groove 28 in a penetrating way, the foundation outer layer 34 is inserted into the sloping block groove 28 along the vertical direction, and a gap filler layer 35 is filled between the vertical inner wall of the sloping block groove 28 and the vertical outer wall of the foundation outer layer 34. The upper surface of the waterproof sloping block 33 is inclined, and the side of the waterproof sloping block 33 far away from the outer layer 34 of the foundation is a low point.

Referring to fig. 2, the drainage ditch 24 is poured around the ground at the periphery of the waterproof sloping block 33, the inclined plane plate 25 is poured on the upper surface of the waterproof sloping block 33, and one end of the inclined plane plate 25 at the lower point is positioned in the drainage ditch 24, so that rainwater flows onto the inclined plane plate 25 from the waterproof sloping block 33 and then enters the drainage ditch 24, the possibility of water accumulation on the ground at the periphery of the waterproof sloping block 33 is reduced, and the water seepage situation of the whole building foundation is not easy to occur.

The implementation principle of the novel building foundation of the embodiment of the application is as follows: when the vibration of the ground is transmitted to the shockproof outer block 3, the rubber cushion block 31 can absorb a part of the vibration, so that the vibration received by the shockproof inner block 32 can be reduced.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims

1. The utility model provides a novel building foundation, includes concrete foundation (1) of pouring in the below ground and accepting building superstructure, its characterized in that: the concrete foundation (1) periphery is equipped with enclosure layer (2), is equipped with shockproof outer block (3) in enclosure layer (2), and the outer block (3) inner wall that takes precautions against earthquakes evenly is equipped with several rubber cushion (31), and all rubber cushion (31) all are connected with same shockproof inner block (32) that are arranged in shockproof outer block (3), and concrete foundation (1) is arranged in shockproof inner block (32).

2. The new house building foundation of claim 1, wherein: enclose protective layer (2), take precautions against earthquakes outer piece (3) upper surface and be equipped with same waterproof sloping block (33), concrete foundation (1) outer wall is equipped with outer (34) of basis, and outer (34) of basis are connected in taking precautions against earthquakes inner block (32) upper surface, and waterproof sloping block (33) cup joint in outer (34) of basis, are equipped with waterproof and the big joint filling material layer (35) of percentage of elongation between waterproof sloping block (33) and the outer (34) of basis.

3. The new house building foundation of claim 2, wherein: the upper surface of the waterproof sloping block (33) is inclined, and the height of one side, far away from the outer layer (34) of the foundation, of the waterproof sloping block (33) is higher than that of one side, close to the outer layer (34) of the foundation, of the waterproof sloping block (33).

4. The new house building foundation of claim 2, wherein: the protective layer (2) comprises a coarse gravel layer (36) directly contacted with soil and a fine stone concrete layer (37) arranged on the side surface of the coarse gravel layer (36) facing the shockproof outer block (3).

5. The new house building foundation of claim 4, wherein: and a waterproof roll material layer (38) is arranged on the side surface of the fine stone concrete layer (37) facing the shockproof outer block (3).

6. The new house building foundation of claim 4, wherein: the shockproof packaging box is characterized in that plate grooves (39) are formed in the vertical side faces of the shockproof outer block (3) close to the shockproof inner block (32), two opposite side walls of the rubber cushion block (31) are respectively provided with a cushion plate (21), the cushion plate (21) is vertically connected to the plate grooves (39) in a sliding mode, the bottom grooves (22) are formed in the bottom face of the shockproof outer block (3) and the bottom face of the shockproof inner block (32) and are level cushion plates (21) which are connected to the bottom grooves (22) in an inserting mode.

7. The new house building foundation of claim 4, wherein: the lateral surface of the upper part of the shockproof outer block (3) facing the shockproof inner block (32) is provided with a seam forming block (23) close to the shockproof inner block (32), and a gap filling material layer (35) is arranged between the seam forming block (23) and the shockproof inner block (32).

8. The new house building foundation of claim 7, wherein: peripheral department of waterproof sloping block (33) periphery is equipped with escape canal (24), and waterproof sloping block (33) outer wall encircles and is equipped with inclined plane board (25), and inclined plane board (25) keep away from waterproof sloping block (33) one side and lie in escape canal (24).