CN219386283U - Steel concrete combined construction equipment - Google Patents

Abstract

The utility model discloses steel concrete combined construction equipment, which belongs to the technical field of building construction, and comprises a foundation pit and a reinforcement cage, wherein one end of the reinforcement cage is inserted into the foundation pit, the reinforcement cage comprises reinforcement ribs and reinforcement hoops, and a plurality of reinforcement ribs are circumferentially equidistantly arranged on the inner wall of each reinforcement hoop; the circumference of the surface of the steel bar hoop is equidistantly provided with a limiting component, and the circumference of the surface of the steel bar hoop is equidistantly provided with a reinforcing component; and a traction assembly is arranged on the surface of the steel bar hoop at the top end position of the steel bar cage. The steel bar hoop surface circumference equidistance is provided with spacing subassembly, and spacing subassembly includes lantern ring, reinforcing ring and reinforcing bar post, and the reinforcing ring cooperation reinforcing bar post of lantern ring uses, plays supplementary spacing and isolation's effect, then steel reinforcement cage and foundation ditch inner wall can not direct laminating, makes things convenient for the entering of concrete fluid and complete parcel in steel reinforcement cage external position.

Description

Steel concrete combined construction equipment

Technical Field

The utility model relates to the technical field of building construction, in particular to steel concrete combined construction equipment.

Background

When the foundation pit building construction is carried out, constructors need to tie up the steel bar pieces, insert the steel bar pieces into the embedded pits, and then pour concrete materials into the pits.

For the steel reinforcement cage for common pits, the steel reinforcement cage is assembled only through the cooperation of stirrups and ribs, after the relative pits are spliced, the contact area of the steel reinforcement cage body and concrete materials is limited, and once the steel reinforcement cage is inclined in the splicing process, the outer wall of the steel reinforcement cage is in contact with the inner wall of the pits, so that the effect of coating the concrete materials is affected, and therefore, the steel concrete combined construction equipment is provided for solving the problems.

Disclosure of Invention

1. Technical problem to be solved

Aiming at the problems existing in the prior art, the utility model aims to provide steel concrete combined construction equipment, wherein limit components are arranged on the circumference of the surface of a steel bar hoop at equal intervals, each limit component comprises a lantern ring, a reinforcing ring and a steel bar column, the reinforcing rings of the lantern rings are matched with the steel bar columns to be used for assisting in limiting and isolating, the steel bar cages are not directly attached to the inner walls of foundation pits, and concrete fluid can enter conveniently and is completely wrapped at the outer positions of the steel bar cages.

2. Technical proposal

In order to solve the problems, the utility model adopts the following technical scheme.

The steel reinforced concrete combined construction equipment comprises a foundation pit and a reinforcement cage, wherein one end of the reinforcement cage is inserted into the foundation pit, the reinforcement cage comprises reinforcement ribs and reinforcement hoops, and a plurality of reinforcement ribs are circumferentially equidistantly arranged on the inner walls of the reinforcement hoops;

the circumference of the surface of the steel bar hoop is equidistantly provided with a limiting component, the circumference of the surface of the steel bar hoop is equidistantly provided with a reinforcing component, and the limiting component and the reinforcing component are alternately arranged;

and a traction assembly is arranged on the surface of the steel bar hoop at the top end position of the steel bar cage.

Preferably, the spacing subassembly includes lantern ring, reinforcing ring and reinforcing bar post, the lantern ring cup joints in the reinforcing bar hoop outside and for fixed connection, lantern ring surface welding has the reinforcing bar post.

Preferably, the steel bar columns are arranged in an outward inclined mode relative to the steel bar ribs, and reinforcing rings are welded at the joints of the steel bar columns and the lantern rings.

Preferably, the reinforcement assembly comprises an assembly ring, a stand column A and a stand column B, wherein the stand column A and the stand column B are welded on the upper surface and the lower surface of the assembly ring respectively.

Preferably, the upright post A and the upright post B are arranged in parallel with the steel bar rib, and a gap is arranged between the upright post A and the steel bar rib and between the upright post B and the steel bar rib.

Preferably, the traction assembly comprises a traction rod, traction frames and traction rings, wherein the traction frames are welded at two ends of the traction rod, and the traction rings are fixedly connected to the bottom ends of the traction frames.

Preferably, the traction ring is sleeved outside the steel bar hoop and is fixedly connected.

3. Advantageous effects

Compared with the prior art, the utility model has the advantages that:

(1) This scheme is provided with spacing subassembly at reinforcing bar ferrule surface circumference equidistance, and spacing subassembly includes lantern ring, reinforcing ring and reinforcing bar post, and the reinforcing ring cooperation reinforcing bar post of lantern ring uses, plays supplementary spacing and isolation's effect, then steel reinforcement cage and foundation ditch inner wall can not direct laminating, makes things convenient for the entering of concrete fluid and complete parcel in steel reinforcement cage external position.

(2) This scheme consolidates subassembly including assembly ring, stand A and stand B, consolidates the setting of subassembly, has increased the area of contact with concrete material, improves stability.

Drawings

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

fig. 2 is a schematic diagram of the reinforcement cage structure of the present utility model;

FIG. 3 is a schematic view of a reinforcement assembly according to the present utility model;

fig. 4 is a schematic structural diagram of a limiting component according to the present utility model.

The reference numerals in the figures illustrate:

1. a foundation pit; 2. reinforcing steel bar ribs; 3. a reinforcing steel bar hoop; 4. a traction assembly; 401. a traction rod; 402. a traction frame; 403. a traction ring; 5. a limit component; 501. a collar; 502. a reinforcing ring; 503. a steel bar column; 6. a reinforcement assembly; 601. a mounting ring; 602. a column A; 603. and a column B.

Detailed Description

The technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model; it is apparent that the described embodiments are only some embodiments of the present utility model, not all embodiments, and that all other embodiments obtained by persons of ordinary skill in the art without making creative efforts based on the embodiments in the present utility model are within the protection scope of the present utility model.

Embodiment one:

referring to fig. 1-4, a steel concrete combined construction device comprises a foundation pit 1 and a reinforcement cage, wherein one end of the reinforcement cage is inserted into the foundation pit 1, the reinforcement cage comprises reinforcement ribs 2 and reinforcement hoops 3, and a plurality of reinforcement ribs 2 are circumferentially equidistantly arranged on the inner wall of the reinforcement hoops 3;

the middle part position of steel reinforcement cage the steel reinforcement band 3 surface circumference equidistance is provided with spacing subassembly 5, the steel reinforcement band 3 surface circumference equidistance is provided with reinforcement subassembly 6, spacing subassembly 5 and reinforcement subassembly 6 are alternate setting.

It should be noted that, be provided with spacing subassembly 5 at reinforcing bar ferrule 3 surface circumference equidistance, spacing subassembly 5 is to reinforcing bar cage outside position slope, when then grafting reinforcing bar cage relative to foundation ditch 1, spacing subassembly 5 plays supplementary spacing and isolation's effect, then reinforcing bar cage can not direct laminating with foundation ditch 1 inner wall, makes things convenient for the entering of concrete fluid and complete parcel in reinforcing bar cage external position, consolidates the setting of subassembly 6, has increased the area of contact with concrete material, improves stability.

Referring to fig. 1 and 4, the limiting component 5 includes a collar 501, a reinforcing ring 502 and a reinforcing bar post 503, the collar 501 is sleeved outside the reinforcing bar hoop 3 and is fixedly connected, the reinforcing bar post 503 is welded on the surface of the collar 501, the reinforcing bar post 503 is inclined outwards relative to the reinforcing bar rib 2, and the reinforcing ring 502 is welded at the joint of the reinforcing bar post 503 and the collar 501.

It should be noted that, spacing subassembly 5 includes lantern ring 501, reinforcing ring 502 and reinforcing bar post 503, and the reinforcing ring 502 cooperation reinforcing bar post 503 of lantern ring 501 uses, plays supplementary spacing and isolation's effect, then the steel reinforcement cage can not direct laminating with foundation ditch 1 inner wall, makes things convenient for the entering of concrete fluid and complete parcel in steel reinforcement cage external position.

Referring to fig. 1 and 3, the reinforcing component 6 includes an assembly ring 601, a column a602 and a column B603, the upper and lower surfaces of the assembly ring 601 are welded with the column a602 and the column B603 respectively, the column a602 and the column B603 are parallel to the reinforcing rib 2, and a gap is provided between the column a602 and the column B603 and the reinforcing rib 2.

It should be noted that, the reinforcement assembly 6 includes the assembly ring 601, the column a602 and the column B603, which increases the contact area with the concrete material and improves the stability.

Referring to fig. 1 and 2, a traction assembly 4 is installed on the surface of the steel reinforcement hoop 3 at the top end position of the steel reinforcement cage, the traction assembly 4 comprises a traction rod 401, a traction frame 402 and traction rings 403, the traction frames 402 are welded at two ends of the traction rod 401, the traction rings 403 are fixedly connected to the bottom ends of the traction frames 402, and the traction rings 403 are sleeved outside the steel reinforcement hoop 3 and are fixedly connected.

It should be noted that, when the traction assembly 4 includes the traction rod 401, the traction frame 402 and the traction ring 403 and the steel reinforcement cage is hoisted, the hoisting member can be used to bind the middle position of the surface of the traction rod 401, so as to facilitate hoisting and splicing the steel reinforcement cage.

When in use: the limiting assemblies 5 are arranged on the circumference of the surface of the steel bar hoop 3 at equal intervals, the limiting assemblies 5 incline to the outer side of the steel bar cage, when the steel bar cage is inserted into the foundation pit 1, the limiting assemblies 5 comprise a sleeve ring 501, a reinforcing ring 502 and a steel bar column 503, the reinforcing ring 502 of the sleeve ring 501 is matched with the steel bar column 503 for use, the auxiliary limiting and isolating effects are achieved, the steel bar cage and the inner wall of the foundation pit 1 cannot be directly attached, and the concrete fluid can enter conveniently and completely wrap the outer position of the steel bar cage; the reinforcement assembly 6 comprises an assembly ring 601, a column A602 and a column B603, and the arrangement of the reinforcement assembly 6 increases the contact area with concrete materials and improves the stability.

The above description is only of the preferred embodiments of the present utility model; the scope of the utility model is not limited in this respect. Any person skilled in the art, within the technical scope of the present disclosure, may apply to the present utility model, and the technical solution and the improvement thereof are all covered by the protection scope of the present utility model.

Claims (7)

1. The utility model provides a steel concrete combination construction equipment, includes foundation ditch (1) and steel reinforcement cage, its characterized in that: one end of the reinforcement cage is inserted into the foundation pit (1), the reinforcement cage comprises reinforcement ribs (2) and reinforcement hoops (3), and a plurality of reinforcement ribs (2) are circumferentially equidistantly arranged on the inner wall of the reinforcement hoops (3);

the middle part of the reinforcement cage is provided with limit components (5) at equal intervals on the surface circumference of the reinforcement hoop (3), the reinforcement components (6) are provided at equal intervals on the surface circumference of the reinforcement hoop (3), and the limit components (5) and the reinforcement components (6) are alternately arranged;

the traction component (4) is arranged on the surface of the steel bar hoop (3) at the top end position of the steel bar cage.

2. The steel concrete combined construction equipment according to claim 1, wherein: spacing subassembly (5) include lantern ring (501), stiffening ring (502) and reinforcing bar post (503), lantern ring (501) cup joint in reinforcing bar hoop (3) outside and be fixed connection, lantern ring (501) surface welding has reinforcing bar post (503).

3. The steel concrete combined construction equipment according to claim 2, wherein: the reinforcing steel bar column (503) is arranged in an outward inclined mode relative to the reinforcing steel bar rib (2), and a reinforcing ring (502) is welded at the joint of the reinforcing steel bar column (503) and the lantern ring (501).

4. The steel concrete combined construction equipment according to claim 1, wherein: the reinforcing component (6) comprises an assembly ring (601), a stand column A (602) and a stand column B (603), wherein the stand column A (602) and the stand column B (603) are welded on the upper surface and the lower surface of the assembly ring (601) respectively.

5. The steel concrete combined construction equipment according to claim 4, wherein: the stand A (602) and the stand B (603) are arranged in parallel with the steel bar rib (2), and a gap is formed between the stand A (602) and the stand B (603) and the steel bar rib (2).

6. The steel concrete combined construction equipment according to claim 1, wherein: the traction assembly (4) comprises a traction rod (401), a traction frame (402) and a traction ring (403), wherein the traction frame (402) is welded at two ends of the traction rod (401), and the traction ring (403) is fixedly connected to the bottom end of the traction frame (402).

7. The steel concrete combined construction equipment according to claim 6, wherein: the traction ring (403) is sleeved outside the steel bar hoop (3) and is fixedly connected.