CN210658951U - Basement supporting structure - Google Patents

Abstract

The utility model relates to a building field provides a basement bearing structure to the not enough problem of support intensity, and this technical scheme is as follows: including a plurality of stands and be fixed in the crossbeam between adjacent stand, be equipped with main framework of steel reinforcement in the stand, be equipped with vice framework of steel reinforcement in the crossbeam, main framework of steel reinforcement includes a plurality of perpendicular reinforcing bars and a plurality of main oblique reinforcing bar, vice framework of steel reinforcement includes a plurality of horizontal bars and a plurality of vice oblique reinforcing bar, homogeneous body connection has a plurality of collars on perpendicular reinforcing bar and the horizontal bar, the both ends of main oblique reinforcing bar and vice oblique reinforcing bar all are equipped with the pothook, the length of main oblique reinforcing bar and vice oblique reinforcing bar is all adjustable. Through erecting the setting that homogeneous body connected has a plurality of bulge loops on reinforcing bar and the horizontal reinforcement for the deformation of erecting reinforcing bar and horizontal reinforcing bar accessible bulge loop is favorable to improving the shock resistance of crossbeam and stand in order to increase the deformation degree of self, is favorable to basement bearing structure to play the supporting role better.

Description

Basement supporting structure

Technical Field

The utility model relates to a building field, more specifically say, it relates to a basement bearing structure.

Background

A basement is a room that is more than one-half as high below the ground level of the room. The multi-storey and high-rise buildings need deeper foundations, and in order to utilize the height, a basement is built under the bottom floor of the building, so that the use area is increased, soil backfilling of the center of the building is omitted, and the building is economical.

The existing basement supporting structure generally comprises a plurality of upright posts and cross beams fixed between the adjacent upright posts, and the basement supporting structure needs to bear the weight of a multi-storey building and a high-rise building above the ground at the same time and needs to bear larger pressure. Therefore, the improvement of the strength of the basement support structure is of great significance to the living safety.

SUMMERY OF THE UTILITY MODEL

Not enough to prior art exists, the utility model aims at providing a basement bearing structure has the advantage that improves basement bearing structure's intensity.

In order to achieve the above purpose, the utility model provides a following technical scheme:

the utility model provides a basement bearing structure, includes a plurality of stands and is fixed in the crossbeam between adjacent stand, be equipped with main steel reinforcement framework in the stand, be equipped with vice steel reinforcement framework in the crossbeam, main steel reinforcement framework includes a plurality of perpendicular reinforcing bars and a plurality of main oblique reinforcing bar, vice steel reinforcement framework includes a plurality of horizontal bars and a plurality of vice oblique reinforcing bar, and homogeneous body connection has a plurality of main bulge loops on a plurality of perpendicular reinforcing bars and a plurality of horizontal bars, and is a plurality of the both ends of main oblique reinforcing bar and vice oblique reinforcing bar all are equipped with the pothook, and are a plurality of the length of main oblique reinforcing bar and vice oblique reinforcing bar is all adjustable.

By adopting the technical scheme, the main steel reinforcement framework is arranged in the upright post and the auxiliary steel reinforcement framework is arranged in the cross beam, so that the tensile capacity and the shearing resistance of the upright post and the cross beam are favorably enhanced, the cross beam and the upright post are not easily broken under the pressure or the shearing force, and the support structure of the basement can better play a role in supporting;

the arrangement that the main convex rings are connected to the vertical reinforcing steel bars and the transverse reinforcing steel bars in a uniform mode enables the vertical reinforcing steel bars and the transverse reinforcing steel bars to be deformed through the main convex rings to increase the deformation degree of the vertical reinforcing steel bars and the transverse reinforcing steel bars, so that when the transverse beam and the vertical column are subjected to the vibration force of an earthquake, the vibration impact energy generated by the earthquake can be consumed more easily through damping generated during elastic deformation of the transverse reinforcing steel bars and the vertical reinforcing steel bars, the shock resistance of the transverse beam and the vertical column can be improved, the transverse beam and the vertical column are enabled to be more difficult to break during the earthquake, and the basement supporting structure can be;

the main oblique steel bars and the auxiliary oblique steel bars are fixed on the main steel bar framework and the auxiliary steel bar framework to complete the installation and fixation of the main oblique steel bars and the auxiliary oblique steel bars, so that the site construction of the main steel bar framework and the auxiliary steel bar framework is facilitated, the main oblique steel bars and the auxiliary oblique steel bars are not required to be welded on the vertical steel bars and the transverse steel bars, the operation is simple and convenient, meanwhile, the main steel bar framework and the auxiliary steel bar framework are not required to be prefabricated and molded, the transportation space is saved, and the transportation of the main steel bar framework and the auxiliary steel bar framework is facilitated; in addition, the plurality of vertical steel bars, the plurality of transverse steel bars, the plurality of main oblique steel bars and the plurality of auxiliary oblique steel bars are all in a stretching state, so that prestress can be provided for the main steel bar framework and the auxiliary steel bar framework, the main steel bar framework and the auxiliary steel bar framework do not need to be subjected to prestress stretching operation, and the operation is simple and convenient;

through the matching of the vertical steel bars and the main oblique steel bars and the matching of the transverse steel bars and the auxiliary oblique steel bars, the main oblique steel bars and the auxiliary oblique steel bars are favorable for providing oblique braces for the stand columns and the cross beams, so that the supporting force of the main steel bar framework and the auxiliary steel bar framework on the stand columns and the cross beams is favorably enhanced, the compressive strength and the shearing strength of the stand columns and the cross beams are further favorably improved, the stand columns and the cross beams are more difficult to break when being subjected to pressure or shearing force, and the support structure of the basement is favorable for better playing a supporting role;

the length of the main oblique steel bars and the length of the auxiliary oblique steel bars are adjustable, so that construction errors of the vertical steel bars and the transverse steel bars can be enlarged, the construction errors of the vertical steel bars and the transverse steel bars can be compensated by adjusting the lengths of the main oblique steel bars and the auxiliary oblique steel bars, the application range of the main steel bar framework and the auxiliary steel bar framework can be enlarged, raw materials with specific sizes are not needed for installing the main steel bar framework and the auxiliary steel bar framework, and the construction efficiency can be improved; simultaneously, length through adjusting main oblique reinforcing bar and vice oblique reinforcing bar still is favorable to strengthening main steel skeleton and vice steel skeleton's tensile degree, make main steel skeleton and vice steel skeleton's prestressing force stronger, thereby be favorable to strengthening the holding power that main steel skeleton and vice steel skeleton provide for stand and crossbeam, make the compressive strength and the anti shear strength reinforcing of stand and crossbeam, and then make stand and crossbeam be difficult to the fracture when receiving pressure and shearing force more, be favorable to basement bearing structure to play the supporting role better.

The utility model discloses further set up to: the main oblique steel bars and the vertical steel bars can be detached, and the auxiliary oblique steel bars and the transverse steel bars can be detached.

Adopt above-mentioned technical scheme, through the equal detachable setting of a plurality of main diagonal bars and a plurality of vice diagonal bars, and simultaneously, through the equal adjustable setting of length of a plurality of main diagonal bars and a plurality of vice diagonal bars, make the hookup location of main diagonal bar and perpendicular reinforcing bar and the hookup location of vice diagonal bar and horizontal bar can be according to actual choice, thereby be favorable to the bearing structure that main steel framework formed to provide the holding power for the stand better, be favorable to the bearing structure that vice steel framework formed to provide the holding power for the crossbeam better, and then be favorable to improving the compressive strength and the anti-shear strength of stand and crossbeam, make stand and crossbeam be difficult to the fracture when receiving pressure or shearing force more, be favorable to basement bearing structure to play supporting role better.

The utility model discloses further set up to: the main oblique steel bars and the auxiliary oblique steel bars comprise nuts and screw rods in threaded connection with the two ends of the nuts, the threads at the two ends of the nuts are reversely arranged, and the hooks and the screw rods are far away from one end of the nuts and integrally connected with one end of each screw rod.

By adopting the technical scheme, the main oblique steel bars and the auxiliary oblique steel bars respectively comprise nuts and screw rods in threaded connection with the two ends of the nuts, and the lengths of the main oblique steel bars and the auxiliary oblique steel bars are locked while being adjusted by utilizing the self-locking function of the threaded connection, so that the main oblique steel bars and the auxiliary oblique steel bars do not need to be locked in addition, and the operation is simple and convenient; simultaneously, the length of main diagonal reinforcement and vice diagonal reinforcement is adjusted through the threaded connection of nut and screw rod, be favorable to improving the precision of adjusting, make the length of main diagonal reinforcement and vice diagonal reinforcement finely tune, thereby be favorable to improving the degree of accuracy of the length adjustment of main diagonal reinforcement and vice diagonal reinforcement, and then be favorable to main steel framework and vice steel framework to provide the holding power for stand and crossbeam better, make stand and crossbeam be difficult to the fracture when receiving pressure and shearing force more, be favorable to basement bearing structure to play the supporting role better.

The utility model discloses further set up to: the inner wall of the main convex ring is provided with a groove.

Adopt above-mentioned technical scheme, be equipped with the recess through main bulge loop, be favorable to increasing the area of contact of pothook and recess, be favorable to increasing the frictional force between pothook and recess, make the pothook be difficult to more take place the displacement, thereby be favorable to improving the stability of main oblique steel bar and vice oblique steel bar, make main oblique steel bar and vice oblique steel bar be difficult to take place the displacement after fixed, and then be favorable to main steel skeleton and vice steel skeleton to provide the holding power for stand and crossbeam better, make the compressive strength and the anti-shear strength of stand and crossbeam improve, be favorable to basement bearing structure to play supporting role better.

The utility model discloses further set up to: the groove is an arc-shaped groove.

Adopt above-mentioned technical scheme, be the arc wall through the recess, be favorable to the pothook to laminate completely with the recess better, thereby be favorable to increasing the area of contact of pothook and recess, make the frictional force increase of pothook and recess, and then make the pothook be difficult to take place the displacement more, and then be favorable to improving the stability of main oblique steel bar and vice oblique steel bar, make main oblique steel bar and vice oblique steel bar be difficult to take place the displacement after fixed, and then be favorable to main framework of steel reinforcement and vice framework of steel reinforcement to provide the holding power for stand and crossbeam better, make the compressive strength and the anti-shear strength of stand and crossbeam improve, be favorable to basement bearing structure to play the supporting role better.

The utility model discloses further set up to: the grooves are provided with a plurality of grooves.

Adopt above-mentioned technical scheme, be equipped with a plurality ofly through the recess, when making the joint have a plurality of pothooks in same main bulge loop, be favorable to in a plurality of pothooks imbed the recess better and laminate with the recess, thereby be favorable to improving the stability of pothook, make the pothook be difficult to take place the displacement, and then be favorable to improving the stability of main oblique steel bar and vice oblique steel bar, make main oblique steel bar and vice oblique steel bar be difficult to take place the displacement after fixed, and then be favorable to main framework of steel bar and vice framework of steel bar to provide the holding power for stand and crossbeam better, make the compressive strength and the anti-shear strength of stand and crossbeam improve, be favorable to basement bearing structure to play the supporting.

The utility model discloses further set up to: the junction of stand and crossbeam still is equipped with a plurality of support bars, and is a plurality of support bar forms the triangular supports, and is a plurality of support bar's both ends are located stand and crossbeam respectively inside.

By adopting the technical scheme, the two ends of the triangular supports and the supporting steel bars are respectively arranged in the vertical columns and the transverse beams, so that the compressive strength of the weak points of the joints of the vertical columns and the transverse beams is favorably enhanced, the joints of the transverse beams and the vertical columns are not easily broken when the transverse beams are under pressure, and the basement supporting structure is favorably supported.

The utility model discloses further set up to: the main steel bar framework further comprises main annular steel bars surrounding the peripheries of the vertical steel bars, the auxiliary steel bar framework further comprises auxiliary annular steel bars surrounding the peripheries of the transverse steel bars, and cross steel bars are arranged in the main annular steel bars and the auxiliary annular steel bars.

Adopt above-mentioned technical scheme, through the setting of main annular steel bar and vice annular steel bar and establish the setting of cross reinforcement in main annular steel bar and vice annular steel bar, be favorable to main framework of steel reinforcement and vice framework of steel reinforcement to form the bracing, thereby be favorable to strengthening main framework of steel reinforcement and vice framework of steel reinforcement to the supporting effect of stand and crossbeam, and then be favorable to strengthening the compressive strength and the anti shear strength of stand and crossbeam, make stand and crossbeam be difficult to the fracture more when receiving pressure or shearing force, be favorable to basement bearing structure to play the supporting role better.

The utility model discloses further set up to: and a plurality of main oblique reinforcing steel bars are arranged in a mutually crossed manner.

By adopting the technical scheme, the main oblique steel bars are arranged in an intersecting manner, so that the strength of the main steel bar framework is enhanced, the steel bars in the main steel bar framework are not easy to break, the supporting effect of the main steel bar framework on the stand column is enhanced, the stand column is not easy to break when being stressed, and the basement supporting structure can better support the stand column.

The utility model discloses further set up to: and the auxiliary oblique steel bars are connected end to form a triangular support.

By adopting the technical scheme, the triangular supports are formed by connecting the plurality of auxiliary oblique steel bars end to end, the triangular stable structure is utilized, the strength of the auxiliary steel bar framework is favorably enhanced, the strength of the auxiliary steel bar framework is stronger, the supporting effect of the auxiliary steel bar framework on the cross beam is favorably enhanced, the cross beam is less prone to fracture when being stressed, and the supporting effect of the basement supporting structure is favorably realized.

To sum up, the utility model discloses following beneficial effect has:

1. the arrangement that the main convex rings are uniformly connected on the vertical steel bars and the transverse steel bars enables the vertical steel bars and the transverse steel bars to be deformed through the main convex rings so as to increase the deformation degree of the vertical steel bars and the transverse steel bars, is favorable for improving the shock resistance of the cross beams and the stand columns, and is favorable for providing a supporting effect for a house better by using the basement supporting structure;

2. the main oblique steel bars and the auxiliary oblique steel bars are installed and fixed through the matching of the clamping hooks and the main convex rings, so that the site construction of the main steel bar framework and the auxiliary steel bar framework is facilitated, the main steel bar framework and the auxiliary steel bar framework are not required to be prefabricated and molded, and the transportation of the main steel bar framework and the auxiliary steel bar framework is facilitated;

3. the main convex ring is clamped by the clamping hook to fix the main oblique steel bars and the auxiliary oblique steel bars, so that the plurality of vertical steel bars, the plurality of transverse steel bars, the plurality of main oblique steel bars and the plurality of auxiliary oblique steel bars are all in a stretching state, the main steel bar framework and the auxiliary steel bar framework do not need to be subjected to prestress stretching operation, and the operation is simple and convenient;

4. the vertical steel bars are matched with the main oblique steel bars, and the transverse steel bars are matched with the auxiliary oblique steel bars, so that the compressive strength and the shearing strength of the stand columns and the transverse beams are improved, the stand columns and the transverse beams are not easy to break when being subjected to pressure or shearing force, and the basement supporting structure is favorable for better supporting a house;

5. the length of the main oblique steel bars and the length of the auxiliary oblique steel bars are adjustable, so that the application range of the main steel bar framework and the application range of the auxiliary steel bar framework are favorably expanded, raw materials with specific sizes are not needed for installing the main steel bar framework and the auxiliary steel bar framework, and the construction efficiency is favorably improved;

6. the length through adjusting main oblique reinforcing bar and vice oblique reinforcing bar still is favorable to strengthening main steel bar skeleton and vice steel bar skeleton's tension degree, is favorable to strengthening main steel bar skeleton and vice steel bar skeleton for the holding power that stand and crossbeam provided for the compressive strength and the shear strength reinforcing of stand and crossbeam are favorable to basement bearing structure to play the supporting role better.

Drawings

Fig. 1 is a schematic view of the overall structure of the present invention;

FIG. 2 is a schematic view of the internal structure of the present invention;

FIG. 3 is an enlarged view of portion A of FIG. 2;

fig. 4 is an enlarged schematic view of a portion B in fig. 3.

In the figure: 1. a column; 2. a cross beam; 3. a main steel reinforcement cage; 31. erecting steel bars; 32. a main convex ring; 33. a main ring-shaped reinforcing bar; 34. an auxiliary convex ring; 341. a groove; 35. main oblique reinforcing steel bars; 351. a nut; 352. a screw; 353. a hook; 36. crossing the reinforcing steel bars; 37. supporting the reinforcing steel bars; 4. a secondary steel reinforcement cage; 41. transverse reinforcing steel bars; 42. auxiliary annular reinforcing steel bars; 43. and (5) auxiliary oblique reinforcing steel bars.

Detailed Description

The present invention will be described in further detail with reference to the accompanying drawings and examples.

A basement supporting structure is shown in figure 1 and comprises a plurality of upright posts 1 and cross beams 2 fixed between the adjacent upright posts 1. Referring to fig. 2 and 3, be equipped with main steel reinforcement framework 3 in the stand 1, be equipped with vice steel reinforcement framework 4 in the crossbeam 2, and stand 1 wraps up in main steel reinforcement framework 3's periphery, and crossbeam 2 wraps up in vice steel reinforcement framework 4's periphery.

Referring to fig. 2 and 3, the main steel reinforcement framework 3 includes a plurality of vertical steel reinforcements 31 and a plurality of main oblique steel reinforcements 35, the auxiliary steel reinforcement framework 4 includes a plurality of transverse steel reinforcements 41 and a plurality of auxiliary oblique steel reinforcements 43, the length direction of the vertical steel reinforcements 31 is consistent with the height direction of the upright posts 1, and the length direction of the transverse steel reinforcements 41 is consistent with the length direction of the cross beams 2. In this embodiment, the vertical reinforcements 31 and the horizontal reinforcements 41 are four, the four vertical reinforcements 31 are respectively located at four top corners of the column 1, and the four horizontal reinforcements 41 are respectively located at four top corners of the beam 2.

Referring to fig. 2 and 3, a plurality of main convex rings 32 are uniformly connected to the plurality of vertical bars 31 and the plurality of horizontal bars 41, the plurality of main convex rings 32 on the vertical bars 31 are uniformly distributed along the length direction of the vertical bars 31, and the plurality of main convex rings 32 on the horizontal bars 41 are uniformly distributed along the length direction of the horizontal bars 41.

Referring to fig. 2 and 3, each of the main diagonal reinforcement 35 and the sub diagonal reinforcement 43 includes a nut 351 and a screw 352 threadedly connected to two ends of the nut 351, a hook 353 is integrally connected to one end of the screw 352 away from the nut 351, and threads at two ends of the nut 351 are oppositely arranged.

Referring to fig. 2 and 3, the main steel reinforcement framework 3 further includes a main annular steel bar 33 surrounding the periphery of the vertical steel bar 31, the auxiliary steel reinforcement framework 4 further includes an auxiliary annular steel bar 42 surrounding the periphery of the horizontal steel bar 41, the main annular steel bar 33 and the auxiliary annular steel bar 42 are detachably connected with a cross steel bar 36, and the cross steel bar 36 is composed of two main oblique steel bars 35 which are intersected with each other or two auxiliary oblique steel bars 43 which are intersected with each other.

Referring to fig. 2 and 3, the main annular reinforcing steel bar 33 and the auxiliary annular reinforcing steel bar 42 are both in a square ring shape, four vertex angles of the main annular reinforcing steel bar 33 are fixed on the vertical reinforcing steel bar 31, four vertex angles of the auxiliary annular reinforcing steel bar 42 are fixed on the transverse reinforcing steel bar 41, and the four vertex angles of the main annular reinforcing steel bar 33 and the four vertex angles of the auxiliary annular reinforcing steel bar 42 are integrally connected with the auxiliary convex ring 34.

Referring to fig. 3 and 4, a plurality of grooves 341 for the hooks 353 to be inserted are recessed on the circumferential inner walls of the main convex ring 32 and the auxiliary convex ring 34, the vertical section of the grooves 341 is arc-shaped, the plurality of grooves 341 are uniformly distributed around the circumferential inner wall of the main convex ring 32 or the auxiliary convex ring 34, and the radius of the grooves 341 is consistent with the radius of the hooks 353.

Referring to fig. 2 and 3, a plurality of main diagonal reinforcements 35 disposed between two main ring reinforcements 33 at the bottom end of the main reinforcement cage 3 are connected end to form a triangular support; a plurality of main diagonal rebars 35 disposed between other main ring rebars 33 of the main framework 3 are disposed to cross each other.

Referring to fig. 2 and 3, a plurality of auxiliary diagonal reinforcements 43 arranged on the auxiliary reinforcement cage 4 at both sides in the width direction of the beam 2 are connected end to form a triangular support; the plurality of auxiliary oblique steel bars 43 arranged on the two sides of the auxiliary steel bar framework 4 in the height direction of the cross beam 2 are arranged in an intersecting manner, and each side is provided with two auxiliary oblique steel bars 43.

Referring to fig. 2 and 3, the main steel bar framework 3 further includes a plurality of supporting steel bars 37, the supporting steel bars 37 are located at the connection portions of the columns 1 and the beams 2, in this embodiment, four supporting steel bars 37 are arranged at the connection portions of each column 1 and the beam 2, one ends of the four supporting steel bars 37 are fixed at the same position on the main annular steel bar 33 at the top end of the closest column 1, one ends of the four supporting steel bars 37 far away from the vertical steel bar 31 are wrapped in the beam 2, and the four supporting steel bars 37 form a triangular pyramid shape to form a triangular support.

The working conditions and principles of the embodiment are as follows:

when the cross beam 2 is subjected to pressure perpendicular to the length direction of the cross beam, the cross beam 2 can be subjected to bending deformation, so that the stand column 1 can be subjected to micro deformation at the same time, and further the vertical steel bars 31 and the horizontal steel bars 41 are stretched more tightly and deformed, the deformation of the vertical steel bars 31 and the deformation of the horizontal steel bars 41 are transmitted to the main convex ring 32 and the auxiliary convex ring 34, and the main convex ring 32 and the auxiliary convex ring 34 are subjected to micro deformation to buffer the deformation of the vertical steel bars 31 and the deformation of the horizontal steel bars 41, so that the vertical steel bars 31 and the horizontal steel bars 41 are more difficult to break, the bending resistance of the vertical steel bars 31 and the bending resistance of the horizontal steel bars 41 are favorably improved, the compressive strength and the shearing strength of the cross beam 2 and the stand column 1 are further favorably improved, the cross beam 2 and the stand column 1 are more difficult to break when; simultaneously, the deformation of perpendicular reinforcing bar 31 and horizontal reinforcing bar 41 still can transmit to in main oblique steel bar 35 and the vice oblique steel bar 43, thereby be favorable to erecting the power homodisperse that reinforcing bar 31 and horizontal reinforcing bar 41 received in whole main steel bar skeleton 3 and vice steel bar skeleton 4, and then make perpendicular reinforcing bar 31 and horizontal reinforcing bar 41 be difficult to the fracture more, make the anti bending ability reinforcing of perpendicular reinforcing bar 31 and horizontal reinforcing bar 41, be favorable to prolonging the life of perpendicular reinforcing bar 31 and horizontal reinforcing bar 41, and then make crossbeam 2 and stand 1 be difficult to the fracture when receiving pressure more, be favorable to basement bearing structure to play the supporting role better.

Through set up main steel reinforcement framework 3 in stand 1 and set up vice steel reinforcement framework 4 in crossbeam 2, be favorable to strengthening stand 1 and crossbeam 2's tensile strength for stand 1 and crossbeam 2 are difficult to the fracture when receiving pressure more.

Through the arrangement of the main convex ring 32 and the auxiliary convex ring 34, when the vertical steel bar 31 and the horizontal steel bar 41 are stressed to deform and are tightened, the deformation of the vertical steel bar 31 and the horizontal steel bar 41 can be buffered through the deformation of the main convex ring 32 and the auxiliary convex ring 34, and simultaneously, the deformation degree of the vertical steel bar 31 and the horizontal steel bar 41 can be increased through the deformation of the main convex ring 32 and the auxiliary convex ring 34, so that the damping generated by the elastic deformation of the vertical steel bar 31 and the horizontal steel bar 41 can more easily consume the vibration impact energy generated by the earthquake when the vertical steel bar 31 and the horizontal steel bar 41 are in the earthquake, thereby being beneficial to enhancing the bending resistance of the vertical steel bar 31 and the horizontal steel bar 41, enabling the vertical steel bar 31 and the horizontal steel bar 41 to be more difficult to break when the vertical steel bar 31 and the horizontal steel bar 41 are stressed, being beneficial to prolonging the service lives of the vertical steel bar 31 and the horizontal steel bar 41, and further, the support structure is favorable for better supporting effect of the basement support structure.

The main steel bar framework 3 and the auxiliary steel bar framework 4 are installed by clamping the clamping hooks 353 on the main inclined steel bars 35 and the auxiliary inclined steel bars 43 with the main convex rings 32 and the auxiliary convex rings 34, so that the main inclined steel bars 35 and the auxiliary inclined steel bars 43 are convenient and simple to install and fix, welding operation is not required to be performed after the positions of the main inclined steel bars 35 and the auxiliary inclined steel bars 43 are fixed in advance, and the construction efficiency is improved; meanwhile, the main reinforcement cage 3 and the auxiliary reinforcement cage 4 can be installed and fixed on site, so that the transportation space of the main reinforcement cage 3 and the auxiliary reinforcement cage 4 is saved, all reinforcements in the main reinforcement cage 3 and the auxiliary reinforcement cage 4 can be transported independently, the transportation cost is reduced, and the transportation is simpler and more convenient; the main oblique steel bars 35 and the auxiliary oblique steel bars 43 can select specific installation positions according to actual needs, so that the main oblique steel bars 35 and the auxiliary oblique steel bars 43 can be better matched with the vertical steel bars 31 and the transverse steel bars 41 to better support the upright posts 1 and the cross beams 2, the compression strength and the shear strength of the upright posts 1 and the cross beams 2 can be improved, the upright posts 1 and the cross beams 2 are more difficult to break, and the support structure of the basement can be better supported; in addition, the clamping hooks 353 are used for clamping the main convex ring 32 and the auxiliary convex ring 34, so that the prestress tension is provided for the main inclined steel bars 35 and the auxiliary inclined steel bars 43, the main steel bar framework 3 and the auxiliary steel bar framework 4 do not need to be subjected to prestress tension operation, and the operation is simple and convenient.

The main oblique steel bars 35 and the auxiliary oblique steel bars 43 respectively comprise nuts 351 and screw rods 352 at two ends of the nuts 351, so that the lengths of the main oblique steel bars 35 and the auxiliary oblique steel bars 43 can be adjusted, the processing errors of the vertical steel bars 31 and the horizontal steel bars 41 can be favorably enlarged, the applicability of the main oblique steel bars 35 and the auxiliary oblique steel bars 43 can be favorably enlarged, raw materials with specific sizes are not needed for installing the main steel bar framework 3 and the auxiliary steel bar framework 4, and the construction efficiency can be favorably improved; simultaneously, the length through shortening main oblique reinforcing bar 35 and vice oblique reinforcing bar 43 still is favorable to providing stronger tension for main framework of steel reinforcement 3 and vice framework of steel reinforcement 4 in advance to make main framework of steel reinforcement 3 and vice framework of steel reinforcement 4 anti bending ability stronger, and then make crossbeam 2 and stand 1 be difficult to the fracture when receiving pressure more, be favorable to basement bearing structure to play the supporting role better.

The length of the main diagonal steel bar 35 and the length of the auxiliary diagonal steel bar 43 are adjusted through the threaded connection of the nut 351 and the screw 352, and the main diagonal steel bar 35 and the auxiliary diagonal steel bar 43 are simultaneously fixed while the lengths of the main diagonal steel bar 35 and the auxiliary diagonal steel bar 43 are adjusted by utilizing the self-locking function of the threaded connection, so that the length adjustment of the main diagonal steel bar 35 and the auxiliary diagonal steel bar 43 is free from additional locking operation, and the length adjustment operation of the main diagonal steel bar 35 and the auxiliary diagonal steel bar 43 is simpler and more convenient; meanwhile, the stability of the main diagonal reinforcing steel bars 35 and the stability of the auxiliary diagonal reinforcing steel bars 43 are improved, so that the main diagonal reinforcing steel bars 35 and the auxiliary diagonal reinforcing steel bars 43 are not easy to change in length when subjected to vibration force; in addition, adjust the length of main diagonal reinforcement 35 and vice diagonal reinforcement 43 through threaded connection, be favorable to improving the precision of adjusting, make the length of main diagonal reinforcement 35 and vice diagonal reinforcement 43 finely tune, thereby be favorable to improving the degree of accuracy of the length adjustment of main diagonal reinforcement 35 and vice diagonal reinforcement 43, and then be favorable to main framework of steel reinforcement 3 and vice framework of steel reinforcement 4 to provide the holding power for stand 1 and crossbeam 2 better, make crossbeam 2 and stand 1 be difficult to the fracture when receiving pressure more, be favorable to basement bearing structure to play the supporting role better.

All sunken recess 341 and the recess 341 that has a plurality of evenly distributed through the inner wall of main bulge loop 32 and vice bulge loop 34 are the setting of arc wall, be favorable to pothook 353 better block into in the recess 341 and with main bulge loop 32 and the chucking of vice bulge loop 34, be favorable to increasing pothook 353 and main bulge loop 32 and the area of contact of vice bulge loop 34, thereby be favorable to increasing pothook 353 and main bulge loop 32 and the frictional force of vice bulge loop 34, make main oblique reinforcing bar 35 and vice oblique reinforcing bar 43 be difficult to take place the displacement after fixed, and then be favorable to improving main steel framework 3 and the 4 supporting role to stand 1 and crossbeam 2 of vice steel framework, make crossbeam 2 and stand 1 be difficult to the fracture more when receiving pressure, be favorable to basement bearing structure to play supporting role better.

Through main oblique reinforcing bar 35 and vice oblique reinforcing bar 43 and perpendicular reinforcing bar 31 and transverse reinforcement 41's cooperation, be favorable to main framework of steel reinforcement 3 and vice framework of steel reinforcement 4 to form bracing structure and triangle bearing structure, thereby be favorable to improving main framework of steel reinforcement 3 and vice framework of steel reinforcement 4's stability, make main framework of steel reinforcement 3 and vice framework of steel reinforcement 4 stronger to the supporting role and the support stability of stand 1 and crossbeam 2, make main framework of steel reinforcement 3 and vice framework of steel reinforcement 4 be difficult to the fracture more, and then make crossbeam 2 and stand 1 be difficult to the fracture more when receiving pressure, be favorable to basement bearing structure to play the supporting role better.

Be equipped with a plurality of support reinforcement 37 through the junction of stand 1 and crossbeam 2, be favorable to strengthening the intensity of the weak point of the junction of stand 1 and crossbeam 2 for the fracture is more difficult to when the junction of stand 1 and crossbeam 2 receives pressure, thereby is favorable to better play the supporting role of basement bearing structure.

The present embodiment is only for explaining the present invention, and it is not limited to the present invention, and those skilled in the art can make modifications to the present embodiment without inventive contribution as required after reading the present specification, but all of them are protected by patent laws within the scope of the claims of the present invention.

Claims (10)

1. The utility model provides a basement bearing structure, includes a plurality of stands (1) and is fixed in crossbeam (2) between adjacent stand (1), characterized by: be equipped with main steel reinforcement skeleton (3) in stand (1), be equipped with vice steel reinforcement skeleton (4) in crossbeam (2), main steel reinforcement skeleton (3) are including a plurality of vertical reinforcement (31) and a plurality of main oblique reinforcement (35), vice steel reinforcement skeleton (4) are including a plurality of horizontal bars (41) and a plurality of vice oblique reinforcement (43), and a plurality of vertical reinforcement (31) and a plurality of horizontal bars (41) go up the homogeneous body and are connected with a plurality of main bulge loops (32), and are a plurality of the both ends of main oblique reinforcement (35) and vice oblique reinforcement (43) all are equipped with pothook (353), and are a plurality of the length of main oblique reinforcement (35) and vice oblique reinforcement (43) is all adjustable.

2. The basement support structure of claim 1, wherein: a plurality of main oblique steel bars (35) and a plurality of vertical steel bars (31) can be detached, and a plurality of auxiliary oblique steel bars (43) and a plurality of transverse steel bars (41) can be detached.

3. The basement support structure of claim 2, wherein: the main oblique steel bars (35) and the auxiliary oblique steel bars (43) comprise nuts (351) and screw rods (352) connected with the two ends of the nuts (351) in a threaded mode, threads at the two ends of the nuts (351) are arranged in a reverse mode, and the clamping hooks (353) and the screw rods (352) are far away from one end of each nut (351) and are connected integrally.

4. The basement support structure of any one of claims 1-3, wherein: the inner wall of the main convex ring (32) is provided with a groove (341).

5. The basement support structure of claim 4, wherein: the groove (341) is an arc-shaped groove.

6. The basement support structure of claim 5, wherein: the grooves (341) are provided with a plurality of grooves.

7. The basement support structure of any one of claims 1-3, wherein: the junction of stand (1) and crossbeam (2) still is equipped with a plurality of support bars (37), and is a plurality of support bars (37) form the triangular supports, and is a plurality of the both ends of support bars (37) are located inside stand (1) and crossbeam (2) respectively.

8. The basement support structure of any one of claims 1-3, wherein: main framework of steel reinforcement (3) is still including surrounding main annular reinforcing bar (33) in a plurality of vertical reinforcement (31) periphery, vice framework of steel reinforcement (4) is still including surrounding vice annular reinforcing bar (42) in a plurality of horizontal reinforcement (41) periphery, all be equipped with in main annular reinforcing bar (33) and vice annular reinforcing bar (42) cross reinforcing bar (36).

9. The basement support structure of any one of claims 1-3, wherein: the main oblique reinforcing steel bars (35) are arranged in a mutually crossed mode.

10. The basement support structure of any one of claims 1-3, wherein: and a plurality of auxiliary oblique reinforcing steel bars (43) are connected end to form a triangular support.

Images