CN217205511U

CN217205511U - Be applied to reinforcement system that unsettled foundation beam erected

Info

Publication number: CN217205511U
Application number: CN202220138000.8U
Authority: CN
Inventors: 李明辉; 李东刚
Original assignee: Individual
Current assignee: Individual
Priority date: 2022-01-19
Filing date: 2022-01-19
Publication date: 2022-08-16
Anticipated expiration: 2032-01-19

Abstract

The utility model discloses a reinforcement system applied to the erection of a suspended foundation beam, which belongs to the field of building construction devices and is used for building construction, and comprises a beam mould PC component, wherein the bottom of the beam mould PC component is placed on a supporting surface formed by a plurality of longitudinal supporting square rods, and the beam mould PC component is spliced in the length direction of the longitudinal supporting square rods; the bottom surface of the longitudinal supporting square rod is placed on the transverse supporting square rod vertical to the length direction of the longitudinal supporting square rod; two ends of the transverse supporting square rod penetrate through the supporting vertical rods and then extend out of the supporting vertical rods, and the supporting vertical rods are connected with the transverse supporting square rod through the inclined supporting rods and support the supporting square rod; the bottom of the supporting upright rod is provided with an adjustable supporting leg with adjustable height relative to the bottom surface of the supporting upright rod. In view of the above technical scheme, can be through the prefabricated pouring template of batch production to adopt simple reliable support reinforcement system, realized the purpose of reuse, shortening construction cycle and environmental protection saving of template.

Description

Be applied to reinforcing system that unsettled foundation beam erects

Technical Field

The utility model belongs to building construction equipment field, specifically speaking especially relates to a be applied to reinforcing system that unsettled foundation beam propped up and establish.

Background

In the building construction process, the construction of the foundation beam mostly adopts the field erection of the template and the pouring is carried out in the erected template, so that the field pouring time is greatly prolonged, and the problems that the quality is difficult to be consistent after the pouring or the template leaks slurry in the pouring process and the like often occur due to the fact that the erection of the template is not uniform. When the problem of pouring of the suspended foundation beam is faced, the erection difficulty of the pouring formwork is further increased, the problem in pouring is more complicated, and the pouring construction time is obviously prolonged. How to realize the construction of the suspended foundation beam, the construction efficiency can be improved and the construction time can be shortened while the construction quality is ensured, and the construction method becomes one of the technical problems to be solved in the building industry.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a be applied to reinforcing system that unsettled foundation beam propped up and establish, it can be through the prefabricated pouring template of batch production to adopt simple reliable support reinforcing system, realized the reuse of template, shortened construction cycle and the purpose of environmental protection saving.

In order to achieve the purpose, the utility model is realized by the following technical proposal:

the utility model relates to a reinforcement system applied to the erection of a suspended foundation beam, which comprises a beam mould PC component, wherein the bottom of the beam mould PC component is placed on a supporting surface formed by a plurality of longitudinal supporting square bars, and the beam mould PC component is spliced in the length direction of the longitudinal supporting square bars; the bottom surface of the longitudinal supporting square rod is placed on the transverse supporting square rod vertical to the length direction of the longitudinal supporting square rod; the two ends of the transverse supporting square rod penetrate through the supporting vertical rods and then extend out, and the supporting vertical rods are connected with the transverse supporting square rod through the inclined supporting rods and support the supporting square rod; the bottom of the supporting upright rod is provided with an adjustable supporting leg with adjustable height relative to the bottom surface of the supporting upright rod.

Further say, in the utility model the beam mold PC component constitute integrative bottom reinforcing seat including the U type pouring cell body that can supply the pouring and with U type pouring cell body, the bottom area of bottom reinforcing seat is greater than the bottom area of U type pouring cell body.

Furthermore, the vertical rod caulking groove which is communicated with the supporting vertical rod is processed in the length direction of the supporting vertical rod, wherein the cross section area of the vertical rod caulking groove positioned at the upper part of the supporting vertical rod is the same as that of the oblique supporting rod, and a rectangular limiting hole for the transverse supporting square rod to pass through is processed; the cross-sectional area of the upright rod caulking groove at the bottom of the supporting upright rod is larger than that of the oblique supporting rod; a plurality of rod inserting grooves distributed along the length direction of the rod inserting grooves are processed in the rod inserting grooves at the bottom of the supporting vertical rod, one of the rod inserting grooves is connected with an inserting plate, and the bottom end of the inclined supporting rod is in contact with the inserting plate.

Further, say, the utility model discloses in the bottom surface of support pole setting be provided with rather than integrative bottom plate, the bottom plate processing has the through-hole that high adjusting screw passed, high adjusting screw has adjusting nut with adjustable landing leg fixed connection threaded connection on high adjusting screw, adjusting nut's both sides are provided with the handle that supplies the operation.

Further, the utility model discloses in the tip processing of horizontal support square bar passing the support pole setting have the bar hole, through wearing to locate the pole setting split bolt connection in the bar hole between the adjacent horizontal support square bar.

Further, say, the utility model discloses in the support pole setting at horizontal support square bar both ends between connect through the pole setting bracing, the tip of pole setting bracing is connected through spacing round pin axle and the pole setting bracing connecting hole that supports in the pole setting, the pole setting bracing connecting hole equipartition on the pole setting caulking groove length direction of supporting the pole setting bottom.

Further, in the present invention, the vertical rod diagonal brace has a cross structure formed by two rod bodies hinged to the middle position.

Further say, the utility model discloses in the both ends processing of beam mould PC component have the beam mould platform mouth structure that is used for the gomphosis, beam mould platform mouth structure is including the protrusion end that is located beam mould PC component one end and be located the beam mould PC component other end and protrusion end complex caulking groove.

Further say, in the utility model the processing have a plurality of confessions to the split bolt reinforcement hole that the split bolt passed on the roof beam mould PC component.

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

1. the utility model discloses a precast beam mould PC component in the mill can realize that the template in the foundation beam work progress is built fast, guarantees the high efficiency of construction then, can guarantee the uniformity of template simultaneously.

2. The utility model discloses can be to the part reuse who uses, when improving feature for environmental protection performance, resources are saved, construction cost has also been reduced.

Drawings

Fig. 1 is a front view of the present invention.

Fig. 2 is a right side view of the present invention.

Fig. 3 is a perspective view of the present invention.

Fig. 4 is an enlarged view of portion I of fig. 3.

In the figure: 1. a beam form PC component; 2. reinforcing holes by using split bolts; 3. longitudinally supporting a square bar; 4. supporting the upright stanchion; 5. an oblique supporting rod; 6. a plugboard; 7. a rod inner insertion groove; 8. a height adjusting screw; 9. adjusting the nut; 10. an adjustable leg; 11. a horizontal support square bar; 12. a vertical rod caulking groove; 13. a U-shaped pouring trough body; 14. a bottom reinforcement base; 15. a rectangular limiting hole; 16. a limiting pin shaft; 17. upright stanchion split bolts; 18. a beam form table mouth structure; 19. a vertical rod diagonal bracing; 20. and connecting holes for the vertical rod and the inclined strut.

Detailed Description

The technical solution of the present invention will be further described and illustrated with reference to the following examples. It should be noted that the following paragraphs may refer to terms of orientation, including but not limited to "upper, lower, left, right, front, rear" and the like, which are all oriented to correspond to the visual orientations shown in the drawings of the specification, and should not be construed as limiting the scope or technical aspects of the present invention, but merely as providing those skilled in the art with a better understanding of the technical aspects of the present invention.

In the description of the present specification, it is to be noted that, unless otherwise explicitly specified 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 meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.

Example 1

The utility model provides a be applied to unsettled foundation beam and prop up reinforcement system of establishing, includes beam formwork PC component 1 and support pole setting 4, wherein beam formwork PC component 1 has beam formwork platform mouth structure 18's precast concrete component for both ends processing, beam formwork platform mouth structure 18 including the branch list in the protruding end at beam formwork PC component 1 both ends and with protruding end complex caulking groove, when two adjacent beam formwork PC components 1 splice, can realize the zonulae occludens of seam crossing through the protruding end and the caulking groove block that correspond, support pole setting 4 branch list in beam formwork PC component 1's both sides. A vertical rod caulking groove 12 is processed in the length direction of the supporting vertical rod 4, a bottom plate is arranged at the bottom end of the supporting vertical rod 4, an adjustable supporting leg 10 is connected to the bottom plate through a height adjusting screw rod 8 and an adjusting nut 9, and the adjustable supporting leg 10 is placed on a horizontal plane; a plurality of rod inner insertion grooves 7 distributed along the length direction are processed on a vertical rod caulking groove 12 at the lower position of the supporting vertical rod 4, an insertion plate 6 is inserted in one of the rod inner insertion grooves 7, and the top surface of the insertion plate 6 is contacted with the bottom surface of the inclined supporting rod 5. The top surface of the oblique supporting rod 5 is contacted with the bottom surface of the transverse supporting square rod 11; the both ends of horizontal support square bar 11 pass and stretch out and through pole

setting split bolt

17 and 11 tip bar joggles of adjacent horizontal support square bar behind the spacing hole 15 of rectangle of pole setting caulking groove 12 corresponding position department, the side of horizontal support square bar 11 and the side contact of pole setting caulking groove 12. A plurality of longitudinal supporting square bars 3 distributed along the length direction of the transverse supporting square bars 11 are placed on the top surfaces of the transverse supporting square bars, the top surfaces of the longitudinal supporting square bars 3 are in contact with the bottom surface of a beam mould PC component 1, and the beam mould PC component 1 is placed on the upper portion of the longitudinal supporting square bars 3. The beam mould PC component 1 comprises a U-shaped pouring groove body 13 and bottom reinforcing seats 14 positioned at the bottom and two sides of the U-shaped pouring groove body 13, and the cross-sectional area of each bottom reinforcing seat 14 is larger than that of the U-shaped pouring groove body 13. A plurality of split bolt reinforcing holes 2 are processed on the U-shaped pouring groove body 13.

Example 2

The utility model provides a be applied to unsettled foundation beam and prop up reinforcement system of establishing, it has a plurality of pole setting bracing connecting holes 20 to distribute on the length direction of the pole setting caulking groove 12 of supporting pole setting 4 lower part position department, pole setting bracing connecting hole 20 is connected with pole setting bracing 19 through spacing round pin axle 16, pole setting bracing 19 is made by two body of rod that form the cruciform structure in the middle part position is articulated, the tip of pole setting bracing 19 inserts in the pole setting caulking groove 12 of corresponding position department and is connected with spacing round pin axle 16. The structure and connection relationship of the rest parts are the same as those described in any of the foregoing embodiments, and are not described herein again to avoid the tedious text.

On the basis of the above embodiments, the present invention proceeds with detailed descriptions of technical features and functions thereof, so as to help those skilled in the art fully understand the technical solution of the present invention and reproduce it.

As shown in fig. 1 and 4, the utility model discloses in a be applied to reinforcing system that unsettled foundation beam erected, wherein support pole setting 4 and be used for the support of vertical direction, its bottom through the bottom plate and with the fixed altitude mixture control screw 8 as an organic whole of bottom plate, it has the external screw thread to process on the altitude mixture control screw 8, adjusting sleeve 8 passes through the internal thread connection of external screw thread and adjusting nut 9, on the bottom mounting of altitude mixture control screw 8 was in adjustable landing leg 10, and set up perpendicularly with adjustable landing leg 10, the utility model discloses in adjustable landing leg 10 be the rectangular plate body. To facilitate adjustment of the adjustment nut 9, an adjustment nut 9 with an outwardly extending handle may be selected.

The utility model discloses in, the inside processing that supports pole setting 4 has the pole setting caulking groove 12 that link up its length direction, pole setting caulking groove 12 divide into two parts on the length direction that supports pole setting 4, the cross sectional area that is located pole setting caulking groove 12 that supports pole setting 4 upper portion is the same with the cross sectional area of diagonal bracing pole 5, it is the same with the cross sectional area who pegs graft into its inside horizontal support square bar 11 simultaneously, the purpose of doing so is to the side of diagonal bracing pole 5, the side of horizontal support square bar 11 carries on spacingly, with the outside stability in both except the direction of support of assurance above-mentioned. Meanwhile, the sectional area of the pole insertion groove 12 at the lower portion of the supporting pole 4 is larger than that of the diagonal support pole 5, which is done to facilitate the machining of the pole insertion groove 7 and the insertion of the insertion plate 6 of a rectangular plate body structure into the pole insertion groove 7, and the insertion plate 6 should not move relative to the pole insertion groove 7 after being inserted into the pole insertion groove 7.

In the present invention, the cross-sectional area of the diagonal support rod 5 is the same as the cross-sectional area of the lateral support square bar 11. The bottom surface of the diagonal support rod 5 is in contact with the bottom surface of the plugboard 6, the top surface of the diagonal support rod 5 is in contact with the bottom surface of the transverse support square rod 11, and when the diagonal support rod 5 moves towards the direction of the support vertical rod 4 with the bottom surface as a starting point, the support vertical rod 4, the transverse support square rod 11 and the diagonal support rod 5 can form a triangular structure. The utility model discloses in diagonal bracing piece 5, can adopt wooden material to make.

The utility model discloses in, beam mould PC component 1 equipartition on the length direction of vertically making square bar 3, and form the cell body that supplies the foundation beam pouring after the concatenation of ending. Processing has the split bolt reinforcement hole 2 that supplies the split bolt to pass on beam mould PC component 1, and split bolt reinforcement hole 2 can allow the split bolt to pass to with the fashioned concrete stable connection after the pouring, convenient to detach simultaneously.

The utility model discloses in, in order to guarantee to support pole setting 4, the support that horizontal support square bar 11 constitutes establishes support body structural stability, can connect through pole setting bracing 19 between the support pole setting 4 at same root horizontal support square bar 11 both ends, pole setting bracing 19 is the articulated cruciform structure that forms of the body of rod, and its tip is connected and is fixed through spacing round pin axle 16 and the pole setting bracing connecting rod 20 that supports on the pole setting 4. Meanwhile, the end parts of the transverse supporting square rods 11 penetrate through the rectangular limiting holes 15 on the supporting vertical rods 4, so that the end parts of the adjacent transverse supporting square rods 11 can be connected through the vertical rods to pull bolts 17. On the basis of the scheme, at least the end part of the transverse supporting square rod 11 needs to be processed with a strip-shaped hole to be connected with the vertical rod split bolt 17. When the horizontal support square bar 11 adopts shaped steel, can guarantee itself intensity while with the bar hole equipartition in its length direction to reduce the dead weight.

Finally, although the present description refers to embodiments, not every embodiment contains only a single technical solution, and such description of the present description is for clarity reasons only, and those skilled in the art should make the description as a whole, and the technical solutions in the embodiments can be appropriately combined to form other embodiments that can be understood by those skilled in the art.

Claims

1. The utility model provides a be applied to reinforcing system that unsettled foundation beam erected, includes beam formwork PC component (1), its characterized in that: the bottom of the beam mould PC component (1) is placed on a supporting surface formed by a plurality of longitudinal supporting square rods (3), and the beam mould PC component (1) is spliced in the length direction of the longitudinal supporting square rods (3); the bottom surface of the longitudinal supporting square rod (3) is placed on a transverse supporting square rod (11) vertical to the length direction of the longitudinal supporting square rod; two ends of the transverse supporting square rod (11) penetrate through the supporting vertical rod (4) and then extend out, and the supporting vertical rod (4) is connected with the transverse supporting square rod (11) through the oblique supporting rod (5) and supports the supporting square rod (11); the bottom of the supporting upright stanchion (4) is provided with an adjustable supporting leg (10) which is adjustable in height relative to the bottom surface of the supporting upright stanchion (4).

2. The reinforcing system applied to the erection of the suspended foundation beam in claim 1, wherein: the beam mould PC component (1) comprises a U-shaped pouring groove body (13) for pouring and a bottom reinforcing seat (14) integrated with the U-shaped pouring groove body (13), and the bottom area of the bottom reinforcing seat (14) is larger than that of the U-shaped pouring groove body (13).

3. The reinforcing system applied to the erection of the suspended foundation beam in claim 2, wherein: a vertical rod caulking groove (12) penetrating through the supporting vertical rod (4) is processed in the length direction of the supporting vertical rod (4), wherein the cross-sectional area of the vertical rod caulking groove (12) positioned at the upper part of the supporting vertical rod (4) is the same as that of the inclined supporting rod (5), and a rectangular limiting hole (15) for a transverse supporting square rod (11) to penetrate through is processed; the cross-sectional area of the upright rod caulking groove (12) at the bottom of the supporting upright rod (4) is larger than that of the oblique supporting rod (5); a plurality of rod inserting grooves (7) distributed along the length direction of the support vertical rod (4) are processed in the vertical rod caulking groove (12) at the bottom of the support vertical rod (4), one of the rod inserting grooves (7) is connected with a plugboard (6), and the bottom end of the inclined support rod (5) is contacted with the plugboard (6).

4. The reinforcing system applied to the erection of the suspended foundation beam in claim 3, wherein: the bottom surface of supporting upright stanchion (4) is provided with rather than integrative bottom plate, and the bottom plate processing has the through-hole that passes high adjusting screw (8), and high adjusting screw (8) and adjustable landing leg (10) fixed connection have adjusting nut (9) at high adjusting screw (8) go up threaded connection, and the both sides of adjusting nut (9) are provided with the handle that supplies the operation.

5. The reinforcing system applied to the erection of the suspended foundation beam in claim 4, wherein: the end parts of the transverse supporting square rods (11) penetrating through the supporting vertical rods (4) are processed with strip-shaped holes, and the adjacent transverse supporting square rods (11) are connected through vertical rod split bolts (17) penetrating through the strip-shaped holes.

6. The reinforcing system applied to the erection of the suspended foundation beam in claim 5, wherein: the supporting vertical rods (4) at the two ends of the transverse supporting square rod (11) are connected through vertical rod inclined struts (19), the end parts of the vertical rod inclined struts (19) are connected with vertical rod inclined strut connecting holes (20) in the supporting vertical rods (4) through limiting pin shafts (16), and the vertical rod inclined strut connecting holes (20) are uniformly distributed in the length direction of vertical rod caulking grooves (12) in the bottoms of the supporting vertical rods (4).

7. The reinforcing system applied to erection of the suspended foundation beam in claim 6, wherein: the upright rod inclined strut (19) is a cross structure formed by two rod bodies hinged at the middle positions.

8. The reinforcing system for suspended foundation beam erection according to any one of claims 1 to 7, wherein: the two ends of the beam mould PC component (1) are processed with beam mould platform opening structures (18) used for embedding, and the beam mould platform opening structures (18) comprise protruding ends located at one end of the beam mould PC component (1) and caulking grooves located at the other end of the beam mould PC component (1) and matched with the protruding ends.

9. The reinforcing system applied to the erection of the suspended foundation beam in claim 8, wherein: and a plurality of split bolt reinforcing holes (2) for split bolts to pass through are processed on the beam die PC component (1).