阅读说明：本技术 一种装配式建筑地基骨架结构 (Assembly type building foundation skeleton structure ) 是由 苏潘生 丁爱红 于 2021-08-10 设计创作，主要内容包括：本发明公开了一种装配式建筑地基骨架结构,涉及地基骨架结构技术领域,具体为一种装配式建筑地基骨架结构,包括毛石台,所述毛石台上表面设置有承重基,所述承重基的形状为带有长方体凸块的现浇底板,所述毛石台的左右两侧均设置有稳固板,所述稳固板的内腔中安装有填充件,所述填充件的形状为三角状长条,所述承重基上表面的左右两侧均固定连接有固定外板。该装配式建筑地基骨架结构,通过将支撑笼活动套接在固定外板上,然后通过水泥浇筑可以为支撑笼提供支撑,通过横向暗筑与纵向暗筑之间相互配合,能够使得支撑笼、横向暗筑、纵向暗筑之间呈交叉固定的结构,可以有效的相互限位和固定,能够大大的增加该装置的稳定性与坚韧性。(The invention discloses an assembly type building foundation framework structure, which relates to the technical field of foundation framework structures, and particularly relates to an assembly type building foundation framework structure. This assembly type structure foundation skeleton texture through will supporting the cage activity and cup joint on fixed planking, then pour through cement and can provide the support for supporting the cage, build and vertically build mutually supporting between building in a dark way transversely, can make support the cage, build in a dark way transversely, vertically build in a dark way between be the fixed structure of crossing, can be effectual spacing each other and fixed, the stability and the toughness of increase the device that can be great.)

1. The utility model provides an assembly type structure foundation skeleton texture, includes rubble platform (1), its characterized in that: the utility model discloses a light-weight and light-weight combined type gravel pile, including rubble platform (1), bearing base (2) upper surface, the shape of bearing base (2) is for having the cast-in-place bottom plate of cuboid lug, the left and right sides of rubble platform (1) all is provided with firm board (3), install filler (4) in the inner chamber of firm board (3), the shape of filler (4) is triangle-shaped rectangular.

2. A fabricated building foundation skeleton structure of claim 1, wherein: the fixing column structure is characterized in that fixing columns (5) are fixedly connected to cuboid bumps on the upper surface of the bearing base (2), fastening supplementary plates (6) are fixedly connected to the cuboid bumps on the upper surface of the bearing base (2), the fastening supplementary plates (6) are located between the fixing columns (5), the fixing columns (5) are indirectly staggered with the fastening supplementary plates (6), and two fixing columns (5) are arranged in parallel in each transverse row.

3. A fabricated building foundation skeleton structure of claim 1, wherein: the bearing base (2) upper surface about both sides equal fixedly connected with fixed planking (8), the fixed orifices has been seted up at the upper surface middle part of fixed planking (8), the outside fixed mounting of fixed planking (8) upper surface has outer waterproof steel sheet (7), the shape of outer waterproof steel sheet (7) is L shape.

4. A fabricated building foundation skeleton structure of claim 3, wherein: support cage (9) has been cup jointed in the activity in the fixed orifices that fixed planking (8) upper surface middle part was seted up, the shape that supports cage (9) is the indent form of buckling, support cage (9) inboard department of buckling has cup jointed horizontal dark and has built (10), horizontal dark overlapping department of building (10) and supporting cage (9) has cup jointed vertical dark and has built (11), horizontal dark building (10) and vertical dark building (11) form for the whole die casting of smart steel.

5. A fabricated building foundation skeleton structure of claim 4, wherein: the outer surface of the supporting cage (9) is located between the fixing column (5) and the tightly-closed supplementary plate (6), the width between the fixing column (5) and the tightly-closed supplementary plate (6) is equal to the diameter of the supporting cage (9), and the bearing base (2), the fixed outer plate (8), the supporting cage (9), the transverse hidden building (10) and the longitudinal hidden building (11) are assembled and molded and then poured by cement.

6. A fabricated building foundation skeleton structure of claim 1, wherein: the welding has connecting pipe post (12) in the recess that forms between the cuboid lug of bearing base (2) upper surface, the latter half of connecting pipe post (12) is solid, the draw-in groove has been seted up to connecting pipe post (12) the latter half, the draw-in groove width that connecting pipe post (12) the latter half was seted up equals fixed column (5) and closes the interval between supplementary board (6), the draw-in groove that connecting pipe post (12) the latter half was seted up cup joints the surface that supports cage (9), the spread groove has been seted up to support cage (9) the upper half, the welding has interior waterproof steel board (13) between connecting pipe post (12).

7. A fabricated building foundation skeleton structure of claim 1, wherein: the cuboid convex blocks on the left side and the right side of the upper surface of the bearing base (2) are provided with connecting grooves in the front, connecting steel columns (14) are movably sleeved in the connecting grooves formed in the cuboid convex blocks on the left side and the right side of the upper surface of the bearing base (2), the connecting steel columns (14) are I-shaped, and the connecting grooves formed in the cuboid convex blocks on the left side and the right side of the upper surface of the bearing base (2) are I-shaped sliding grooves matched with the connecting steel columns (14).

8. A fabricated building foundation skeleton structure of claim 1, wherein: fixed thread groove has been seted up to the upside of fixed planking (8), fixed thread groove has been seted up to bearing base (2) upper surface left and right sides cuboid lug front side, threaded connection has spacing bolt (15) in the fixed thread groove that fixed planking (8) and bearing base (2) upper surface left and right sides cuboid lug front side were seted up, set up the fixed thread groove with spacing bolt (15) looks adaptation on connecting steel column (14), the position of the fixed thread groove that fixed planking (8), connecting steel column (14), bearing base (2) upper surface left and right sides cuboid lug front side were seted up is corresponding.

Technical Field

The invention relates to the technical field of foundation framework structures, in particular to an assembly type building foundation framework structure.

Background

The foundation refers to a soil body or a rock body for supporting a foundation under a building, the soil layer serving as the building foundation is divided into rock, gravel soil, sand soil, silt, cohesive soil and artificial filling soil, the foundation comprises a natural foundation and an artificial foundation (composite foundation), the natural foundation is a natural soil layer which does not need to be reinforced by people, the artificial foundation needs to be reinforced by people, a stone chip cushion layer, a sand cushion layer, mixed lime soil are commonly found, the foundation is backfilled and tamped, and the like, from the point of view of field construction, the foundation can be divided into a natural foundation and an artificial foundation, the foundation is a rock-soil bearing layer bearing pressure under the foundation, the natural foundation can meet the requirement of bearing all loads of the foundation in a natural state, the natural soil layer which does not need to be reinforced by people is not needed, the engineering cost is saved, the foundation which does not need to be treated by people can be directly placed on the foundation, there are four major categories: rock, gravel soil, sandy soil, cohesive soil, artificial foundation: the foundation after artificial treatment or improvement can adopt a natural foundation when the geological condition of a soil layer is better and the bearing capacity is stronger; under the condition of poor geological conditions, such as sloping fields, sandy fields or silt geology, or even though the texture of soil layers is good, when the upper load is too large, in order to ensure that the foundation has enough bearing capacity, an artificial foundation is adopted, namely, the requirements on the strength degree of the foundation are different due to different sizes of buildings, the three requirements must be considered from the practical situation in the foundation design, sometimes only one of the three requirements needs to be considered, sometimes two or three of the three requirements need to be considered, if the requirements cannot be met, corresponding modification or foundation treatment is carried out on the foundation design scheme (physical or chemical technical treatment is carried out on the soil layers in the foundation, such as surface compaction, compaction of soil piles, vibroflotation, prepressing, chemical reinforcement, in-situ mixing piles and other methods) so as to improve the structural property and meet the requirements of the building on the foundation design, the treatment of the foundation is very important in architecture, and whether the upper building is firm or not has the function of replacing the foundation. The foundation of the building is not good enough, the superstructure is likely to collapse, which is not enough at all, the main purpose of the foundation treatment is to adopt various foundation treatment methods to improve the foundation condition, the foundation framework needs to be buried in the construction of the foundation and the building, but the gap between the lap joints of the existing foundation framework is too large, the lap joint is not stable, and the lap joint is spliced in a lap joint mode at the joint, so that the integration of the frameworks cannot be realized, and the tightness and the sealing performance between the frameworks are influenced, therefore, the assembly type building foundation framework structure is provided to solve the problems.

Disclosure of Invention

Aiming at the defects of the prior art, the invention provides an assembly type building foundation framework structure, which solves the problems in the background technology.

In order to achieve the purpose, the invention is realized by the following technical scheme: the utility model provides an assembly type structure foundation skeleton texture, includes the rubble platform, rubble bench surface is provided with the bearing base, the shape of bearing base is for the cast-in-place bottom plate that has the cuboid lug, the left and right sides of rubble platform all is provided with firm board, install the packing in the inner chamber of firm board, the shape of packing is three horn shapes rectangular.

Optionally, the cuboid bump on the upper surface of the bearing base is fixedly connected with a fixed column, the cuboid bump on the upper surface of the bearing base is fixedly connected with a fastening supplementary plate, the fastening supplementary plate is located between the fixed columns, the fixed columns and the fastening supplementary plate are staggered, and two fixed columns are arranged in parallel in each horizontal row.

Optionally, the left side and the right side of the upper surface of the bearing base are fixedly connected with fixed outer plates, fixing holes are formed in the middle of the upper surfaces of the fixed outer plates, outer waterproof steel plates are fixedly mounted on the outer sides of the upper surfaces of the fixed outer plates, and the outer waterproof steel plates are L-shaped.

Optionally, a support cage is movably sleeved in a fixing hole formed in the middle of the upper surface of the fixed outer plate, the support cage is concave and bent, a transverse concealed building is sleeved at the bending position on the inner side of the support cage, a longitudinal concealed building is sleeved at the overlapping position of the transverse concealed building and the support cage, and the transverse concealed building and the longitudinal concealed building are formed by integral die casting of the fine steel.

Optionally, the outer surface of the support cage is located between the fixing column and the close supplementary plate, the width between the fixing column and the close supplementary plate is equal to the diameter of the support cage, and the bearing base, the fixed outer plate, the support cage, the transverse concealed buildings and the longitudinal concealed buildings are assembled and molded and then poured with cement.

Optionally, the welding has the connecting string in the recess that forms between the cuboid lug of bearing base upper surface, the lower half of connecting string is solid, the draw-in groove has been seted up to connecting string the latter half, the draw-in groove width that the connecting string the latter half was seted up equals the fixed column and closes the interval between the complementary plate tightly, the draw-in groove that the connecting string the latter half was seted up cup joints the surface at the support cage, the spread groove has been seted up to the support cage the upper half, the welding has interior waterproof steel sheet between the connecting string.

Optionally, the cuboid bumps on the left and right sides of the upper surface of the bearing base are provided with connecting grooves, the connecting steel columns are movably sleeved in the connecting grooves formed in the cuboid bumps on the left and right sides of the upper surface of the bearing base, the connecting grooves formed in the cuboid bumps on the left and right sides of the upper surface of the bearing base are I-shaped chutes matched with the connecting steel columns.

Optionally, a fixed thread groove is formed in the upper side of the fixed outer plate, a fixed thread groove is formed in the front side of the cuboid bump on the left side and the right side of the upper surface of the bearing base, a limit bolt is in threaded connection with the fixed thread groove formed in the front side of the cuboid bump on the left side and the right side of the upper surface of the bearing base, a fixed thread groove matched with the limit bolt is formed in the connecting steel column, and the fixed thread groove formed in the front side of the cuboid bump on the left side and the right side of the upper surface of the bearing base corresponds to the fixed thread groove.

The invention provides an assembly type building foundation framework structure, which has the following beneficial effects:

1. this assembly type structure foundation skeleton texture through be provided with firm board and filler in the ground, can make the bearing base when being extrudeed by soil, and more firm can not cause the problem of bearing base skew to appear along with the loss of soil or two differences in density.

2. This assembly type structure foundation skeleton texture through will supporting the cage activity and cup joint on fixed planking, then pour through cement and can provide the support for supporting the cage, build and vertically build mutually supporting between building in a dark way transversely, can make support the cage, build in a dark way transversely, vertically build in a dark way between be the fixed structure of crossing, can be effectual spacing each other and fixed, the stability and the toughness of increase the device that can be great.

3. This assembly type structure foundation skeleton texture can splice between bearing base and the bearing base through connecting the steel column, can be so that bearing base and be connected fixed connection between the steel column through spacing bolt to make fixed connection between bearing base and the bearing base, can simplify the device's concatenation process, can improve staff's the efficiency of assembling.

Drawings

FIG. 1 is a schematic perspective view of the present invention;

FIG. 2 is a schematic view of a three-dimensional explosion at the packing of the present invention;

FIG. 3 is a schematic structural view of a three-dimensional explosion at the outer waterproof steel plate according to the present invention;

FIG. 4 is a schematic structural view of a three-dimensional explosion at the connecting string of the present invention;

FIG. 5 is a schematic cross-sectional view of a connecting string according to the present invention;

FIG. 6 is a schematic structural view of a three-dimensional explosion at the fixed outer panel of the present invention;

FIG. 7 is a schematic front view of the load bearing base of the present invention;

FIG. 8 is a schematic illustration of a three-dimensional explosion at the support cage of the present invention;

FIG. 9 is a schematic structural diagram of a three-dimensional explosion at a transverse concealed building according to the present invention;

fig. 10 is a schematic structural view of a three-dimensional explosion at the position where the steel columns are connected according to the present invention.

In the figure: 1. a rubble table; 2. a bearing base; 3. a stabilizing plate; 4. a filling member; 5. fixing a column; 6. tightly closing the supplement plate; 7. an outer waterproof steel plate; 8. fixing the outer plate; 9. a support cage; 10. transversely building in a concealed mode; 11. longitudinally building in a concealed mode; 12. connecting the pipe columns; 13. an inner waterproof steel plate; 14. connecting the steel columns; 15. and a limiting bolt.

Detailed Description

The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments.

Referring to fig. 1 to 10, the present invention provides a technical solution: the utility model provides an assembly type structure foundation skeleton texture, including rubble platform 1, need dig out liquefied soil layer or weak soil before rubble platform 1 lays, then fill in coarse sand and rubble and do the reality, 1 upper surface on rubble platform is provided with bearing base 2, the cast-in-place bottom plate of bearing base 2 shape for having the cuboid lug, the left and right sides of rubble platform 1 all is provided with stabilizing plate 3, install filler 4 in stabilizing plate 3's the inner chamber, filler 4's shape is three horn shape rectangular, utilize the triangle-shaped space that forms between bearing base 2 and the stabilizing plate 3, can utilize triangle-shaped's stability principle to increase foundation skeleton's stability.

Wherein, fixedly connected with fixed column 5 on the cuboid lug of bearing base 2 upper surface, fixedly connected with closes supplementaryly board 6 tightly on the cuboid lug of bearing base 2 upper surface, it is in between fixed column 5 tightly to close supplementaryly board 6, fixed column 5 and tightly close supplementaryly board 6 indirectly crisscross, each horizontal row of fixed column 5 has two and is in the same place, utilize the gap that exists between two fixed columns 5, be used for pouring cement, can increase the wholeness of ground skeleton, utilize simultaneously to close supplementaryly board 6 to fix between fixed column 5 and fixed column 5, can improve the compactness of ground skeleton.

Wherein, the equal fixedly connected with of the left and right sides of 2 upper surfaces of bearing base planking 8, the fixed orifices has been seted up at the upper surface middle part of fixed planking 8, can utilize fixed planking 8 to provide the support for supporting cage 9, increase the stability that supports cage 9, the outside fixed mounting of fixed planking 8 upper surface has outer waterproof steel sheet 7, the shape of outer waterproof steel sheet 7 is L shape, utilize fixed planking 8 can prevent that the moisture of soil both sides from soaking in the ground skeleton, cause the problem appearance of corruption to the ground skeleton, can improve the security of ground skeleton greatly.

Wherein, the activity has cup jointed support cage 9 in the fixed orifices that 8 upper surface middle parts of fixed planking were seted up, the shape that supports cage 9 is the indent form of buckling, support the inboard department of buckling of cage 9 and cup jointed horizontal concealed construction 10, horizontal concealed construction 10 has cup jointed vertical concealed construction 11 with the coincidence department that supports cage 9, horizontal concealed construction 10 forms for the whole die casting of smart steel with vertical concealed construction 11, can make support cage 9, horizontal concealed construction 10, be the structure that the cross is fixed between vertical concealed construction 11, here extrude vertical concealed construction 11 through supporting cage 9 and horizontal concealed construction 10 and fix vertical concealed construction 11, can effectually make support cage 9, horizontal concealed construction 10, vertical concealed construction is spacing and fixed each other between 11, stability and the toughness of improvement foundation skeleton that can be great.

Wherein, the surface of supporting the cage 9 is in the fixed column 5 and closes tightly between the supplementary board 6, the width that fixed column 5 and close tightly between the supplementary board 6 equals the diameter that supports the cage 9, bearing base 2, fixed planking 8, support the cage 9, horizontal built-in 10, adopt cement to pour after the equipment shaping between the vertical built-in 11, extrude each other between the fixed column 5, close tightly supplementary board 6, the support cage 9 through supporting the cage 9, can increase the fixed column 5, close tightly the pressure that supplements between board 6, the support cage 9, thereby increase the fixed column 5, close tightly and supplement board 6, the frictional force between the support cage 9, can effectual compactness between the improvement foundation skeleton.

Wherein, the welding has connecting pipe post 12 in the recess that forms between the cuboid lug of bearing base 2 upper surface, the latter half of connecting pipe post 12 is solid, connecting pipe post 12 the latter half has seted up the draw-in groove, the draw-in groove width that connecting pipe post 12 the latter half was seted up equals fixed column 5 and closes the interval between the supplementary board 6 tightly, the draw-in groove that connecting pipe post 12 the latter half was seted up cup joints at the surface that supports cage 9, the spread groove has been seted up to support cage 9 the upper half, the welding has interior waterproof steel sheet 13 between connecting pipe post 12, through cup jointing connecting pipe post 12 at the surface that supports cage 9, can be so that more wholeization of ground skeleton, play the effect of being connected with the building simultaneously.

Wherein, the spread groove has openly been seted up to the cuboid lug of the 2 upper surface left and right sides of bearing base, connection steel column 14 has been cup jointed in the activity in the spread groove that the cuboid lug openly was seted up of the 2 upper surface left and right sides of bearing base openly, the shape of connecting steel column 14 is "worker" font, the connection groove shape that the cuboid lug openly was seted up of the 2 upper surface left and right sides of bearing base is the "worker" font spout with connecting 14 looks adaptations of steel column, can increase the friction area between connection steel column 14 and the bearing base 2, make bearing base 2 inseparabler with be connected between the steel column 14, the step of assembling between bearing base 2 and the bearing base 2 has been simplified simultaneously, staff's the efficiency of assembling has been improved.

Wherein, the upper side of the fixed outer plate 8 is provided with a fixed thread groove, the front sides of the cuboid convex blocks at the left and right sides of the upper surface of the bearing base 2 are provided with fixed thread grooves, the fixed outer plate 8 and the fixed thread grooves arranged at the front sides of the cuboid convex blocks at the left and right sides of the upper surface of the bearing base 2 are in threaded connection with a limit bolt 15, the connecting steel column 14 is provided with a fixed thread groove matched with the limit bolt 15, the fixed outer plate 8, the connecting steel column 14 and the fixed thread grooves arranged at the front sides of the cuboid convex blocks at the left and right sides of the upper surface of the bearing base 2 are corresponding in position, the connecting steel column 14 and the bearing base 2 can be fixed by utilizing the limit bolt 15, thereby play and be connected the purpose between bearing base 2 and the bearing base 2, can link other structures of the device through passing fixed planking 8 with spacing bolt 15, further improvement the wholeness and the steadiness of the device.

In conclusion, when the assembly type building foundation framework structure is used, firstly, a worker sleeves the longitudinal concealed buildings 11 on the outer surface of the supporting cage 9, then the transverse concealed buildings 10 are clamped between the fixing column 5 and the fastening supplementary plate 6, then the outer ends of the supporting cage 9 are sleeved and fixed in the outer plate 8, then the outer surface of the supporting cage 9 is clamped between the fixing column 5 and the fastening supplementary plate 6, the bent part of the inner side of the supporting cage 9 is positioned in the inner cavity of the transverse concealed buildings 10, then the longitudinal concealed buildings 11 slide to the overlapped part of the supporting cage 9 and the transverse concealed buildings 10, the longitudinal concealed buildings 11 and the supporting cage 9 are used for supporting and fixing the longitudinal concealed buildings 11, after the supporting cage 9, the transverse concealed buildings 10 and the longitudinal concealed buildings 11 are assembled, the connecting pipe columns 12 are sleeved on the outer surface of the supporting cage 9, and the bottom of the connecting pipe columns 12 is connected with the upper surface of the bearing foundation 2, it should be noted that, the connecting pipe column 12 must be in the recess that forms between the cuboid lug that the bearing base 2 upper surface was seted up, then the bottom welding of outer waterproof steel sheet 7 is on fixed planking 8, the inner welding of outer waterproof steel sheet 7 is on connecting pipe column 12, interior waterproof steel sheet 13 is welded in the centre of connecting pipe column 12, later will connect steel column 14 and cup joint in the cuboid lug of the bearing base 2 upper surface left and right sides, make connecting steel column 14 and bearing base 2 threaded connection together through spacing bolt 15, thereby make and to connect between bearing base 2 and the bearing base 2 can interconnect, will utilize cement to pour fixed planking 8 at last, support cage 9, horizontal concealed construction 10, vertical concealed construction 11 department.

In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc., indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, but do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention; the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance, and furthermore, unless otherwise explicitly stated or limited, the terms "mounted," "connected," and "connected" are to be construed broadly and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.