CN213269058U - Stiff temporary support structure for inclined column - Google Patents

Abstract

The utility model relates to the field of building construction, aiming at solving the problems of complex construction arrangement and high operation requirement of a rigid inclined column supporting mode in the prior art, and providing a rigid inclined column temporary supporting structure which comprises an inclined supporting piece and a rigid inclined column; the stiff inclined column comprises an inner inclined steel column and a concrete body integrally coated outside the inclined steel column; the lower end of the inclined steel column is anchored on the structure foundation through a first anchoring part, and the upper part of the inclined steel column extends outwards in an inclined mode; the outer side of the inclined steel column is fixedly connected with a first lug piece, and the outer end of the first lug piece extends out of the concrete body; the lower end of the diagonal support piece is anchored by a second anchoring piece, and the upper end of the diagonal support piece inclines towards one side of the stiff diagonal column and is connected to the first ear piece in a supporting mode. The beneficial effects of the utility model are that can conveniently realize the support of rigidity batter post, simple structure.

Description

Stiff temporary support structure for inclined column

Technical Field

The utility model relates to a construction field particularly, relates to interim bearing structure of strength nature batter post.

Background

Compared with a regular structure, the inclined column structure has high construction difficulty and complex stress, and provides higher requirements for positioning, supporting and reinforcing. When the steel frame batter post is constructed, the batter steel column needs to be hoisted and positioned and installed, temporary reinforcing and supporting measures need to be taken, if the steel reinforced concrete composite structure still needs to construct a template temporary supporting system after the stiff batter post temporary supporting construction is finished, the safety and the quality of batter post construction can be ensured.

And when traditional oblique steel column hoist and mount and location installation, oblique steel column base bottom only basically has the fixed atress of rag bolt, under the unsupported condition, need select two hoisting machinery to follow installation fixed to batter post and girder steel during normal construction, just can make batter post and girder steel form the stable system of planar structure. In terms of construction difficulty, the method has extremely high requirements on site construction arrangement, worker operation, management and command coordination, and meanwhile, the selection of hoisting machinery is difficult, and for example, the arrangement of two tower cranes or the selection of cranes puts high requirements on site environment, construction arrangement space, bearing foundation bearing capacity of cranes and the like.

SUMMERY OF THE UTILITY MODEL

The utility model aims at providing an interim bearing structure of strength nature batter post to solve the construction of strength nature batter post support mode among the prior art and arrange complicacy, the high problem of operating requirement.

The embodiment of the utility model is realized like this:

a stiff batter post temporary support structure comprises a batter support and a stiff batter post; the stiff oblique column comprises an internal oblique steel column and a concrete body integrally coated outside the oblique steel column;

the lower end of the inclined steel column is anchored on the structure foundation through a first anchoring part, and the upper part of the inclined steel column extends outwards in an inclined mode; the outer side of the inclined steel column is fixedly connected with a first lug piece, and the outer end of the first lug piece extends out of the concrete body;

the lower end of the diagonal support piece is anchored by a second anchoring piece, and the upper end of the diagonal support piece is inclined beyond one side of the stiff diagonal column and is connected to the first ear piece in a supporting mode.

When the temporary support structure for the stiff batter post in the scheme is used, the first ear pieces connected to the oblique steel columns in the stiff batter post are obliquely supported by the oblique supporting pieces, so that the support of the stiff batter post can be conveniently realized, the traditional stress form is simplified, and the structure is simple.

In one embodiment:

the included angle between the inclined supporting piece and the horizontal plane is 45-60 degrees.

In one embodiment:

the first ear piece is perpendicular to the angled steel post and is attached to the angled steel post at the length of the upper end 1/3.

In one embodiment:

the through-hole has been seted up to the outer end of first ear, the piece upper end is propped to one side is connected with the second otic placode, the second otic placode with link together through high strength bolt between the first ear.

In one embodiment:

the first anchoring part comprises an anchoring plate welded to the lower end of the inclined steel column, anchoring rods are distributed on the outer ring of the anchoring plate, the lower ends of the anchoring rods are hook-shaped and are embedded in the structural foundation, and the upper ends of the anchoring rods are connected to the anchoring plate through bolts.

In one embodiment:

the anchor plate with structure basis upper surface looks interval, the periphery of anchor plate is inlayed and is located in the concrete body. Through the arrangement, the weight of the stiff batter post is mainly borne by the concrete body, and the characteristic of high pressure resistance of the concrete is fully utilized.

In one embodiment:

the lower end of the inclined supporting piece is welded with a base plate, and the base plate is supported on the structure foundation and connected to an anchoring column anchored on the structure foundation.

Drawings

In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings referred to in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention, and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings may be obtained from these drawings without inventive effort.

Fig. 1 shows a schematic structural diagram of a stiff batter post temporary support structure in an embodiment of the present invention.

Icon: the system comprises a stiff inclined column temporary support structure 10, an inclined strut member 11, a stiff inclined column 12, an inclined steel column 13, a concrete body 14, a first anchoring member 15, a first ear member 16, a second anchoring member 17, a second ear plate 18, a high-strength bolt 19, an anchoring plate 20, an anchoring rod 21, a backing plate 22, an anchoring column 23 and a structure foundation 30.

Detailed Description

In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. The components of embodiments of the present invention, as generally described and illustrated in the figures herein, may be arranged and designed in a wide variety of different configurations.

Thus, the following detailed description of the embodiments of the present invention, presented in the accompanying drawings, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

Examples

Referring to fig. 1, the present embodiment proposes a stiff batter post temporary support structure 10, which includes a batter brace 11 and a stiff batter post 12; the stiff inclined column 12 comprises an inner inclined steel column 13 and a concrete body 14 integrally coated outside the inclined steel column 13; the lower end of the inclined steel column 13 is anchored on the structure foundation 30 through a first anchoring part 15, and the upper part of the inclined steel column is in an outward inclined extending state; the outer side of the oblique steel column 13 is fixedly connected with a first lug 16, and the outer end of the first lug 16 extends out of the concrete body 14; the lower end of the diagonal support member 11 is anchored by a second anchoring member 17, and the upper end is inclined towards one side of the stiff diagonal column 12 and is supported and connected to the first ear member 16.

When the temporary stiff batter post support structure 10 in this embodiment is used, the batter support member 11 obliquely supports the first ear member 16 connected to the batter steel column 13 in the stiff batter post 12, so that the stiff batter post 12 can be conveniently supported, and the structure is simple.

In this embodiment, the angle between the diagonal stay 11 and the horizontal plane is optionally 45-60 °. The first ear piece 16 is perpendicular to the angled beam 13 and is attached to the angled beam 13 at the upper end 1/3.

In this embodiment, a through hole is formed at the outer end of the first ear piece 16, the upper end of the diagonal support piece 11 is connected with a second ear plate 18, and the second ear plate 18 and the first ear piece 16 are connected together through a high-strength bolt 19.

In this embodiment, the first anchoring member 15 includes an anchoring plate 20 welded to the lower end of the oblique steel column 13, anchoring rods 21 are distributed on the outer ring of the anchoring plate 20, the lower ends of the anchoring rods 21 are hook-shaped and embedded in the structural foundation 30, and the upper ends are bolted to the anchoring plate 20. Optionally, the anchorage plate 20 is spaced from the upper surface of the structural foundation 30, and the periphery of the anchorage plate 20 is embedded within the concrete body 14. Through the arrangement, the weight of the stiff batter post 12 is mainly born by the concrete body 14, and the characteristic of high pressure resistance of the concrete is fully utilized.

In this embodiment, the lower end of the diagonal stay 11 is welded with a backing plate 22, and the backing plate 22 is supported on the structural foundation 30 and connected to an anchor column 23 anchored on the structural foundation 30. The backing plate 22 improves the support surface between the diagonal stay 11 and the mechanism foundation.

The above is only a preferred embodiment of the present invention, and is not intended to limit the present invention, and various modifications and changes will occur to those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (7)

1. The utility model provides a interim bearing structure of strength nature batter post which characterized in that:

comprises a diagonal stay piece and a stiff diagonal column; the stiff oblique column comprises an internal oblique steel column and a concrete body integrally coated outside the oblique steel column;

the lower end of the inclined steel column is anchored on the structure foundation through a first anchoring part, and the upper part of the inclined steel column extends outwards in an inclined mode; the outer side of the inclined steel column is fixedly connected with a first lug piece, and the outer end of the first lug piece extends out of the concrete body;

the lower end of the diagonal support piece is anchored by a second anchoring piece, and the upper end of the diagonal support piece is inclined beyond one side of the stiff diagonal column and is connected to the first ear piece in a supporting mode.

2. The stiff batter post temporary support structure of claim 1, characterized in that:

the included angle between the inclined supporting piece and the horizontal plane is 45-60 degrees.

3. The stiff batter post temporary support structure of claim 1, characterized in that:

the first ear piece is perpendicular to the angled steel post and is attached to the angled steel post at the length of the upper end 1/3.

4. The stiff batter post temporary support structure of claim 3, characterized in that:

the through-hole has been seted up to the outer end of first ear, the piece upper end is propped to one side is connected with the second otic placode, the second otic placode with link together through high strength bolt between the first ear.

5. The stiff batter post temporary support structure of claim 1, characterized in that:

the first anchoring part comprises an anchoring plate welded to the lower end of the inclined steel column, anchoring rods are distributed on the outer ring of the anchoring plate, the lower ends of the anchoring rods are hook-shaped and are embedded in the structural foundation, and the upper ends of the anchoring rods are connected to the anchoring plate through bolts.

6. The stiff batter post temporary support structure of claim 5, characterized in that:

the anchor plate with structure basis upper surface looks interval, the periphery of anchor plate is inlayed and is located in the concrete body.

7. The stiff batter post temporary support structure of claim 1, characterized in that:

the lower end of the inclined supporting piece is welded with a base plate, and the base plate is supported on the structure foundation and connected to an anchoring column anchored on the structure foundation.

Images