CN216665024U

CN216665024U - Supporting mechanism is built by laying bricks or stones to assembled steel construction floor open hole department outer wall

Info

Publication number: CN216665024U
Application number: CN202123029342.0U
Authority: CN
Inventors: 吴越; 牛世涛
Original assignee: Tianjin Teda Engineering & Designing Co ltd
Current assignee: Tianjin Teda Engineering & Designing Co ltd
Priority date: 2021-12-03
Filing date: 2021-12-03
Publication date: 2022-06-03
Anticipated expiration: 2031-12-03

Abstract

The utility model provides an external wall masonry supporting mechanism at a hole of an assembled steel structure floor slab, which comprises a first splicing plate, a second splicing plate, a first supporting plate and a second supporting plate, wherein one corner of the first splicing plate is hinged to one corner of the second splicing plate, a plurality of studs are arranged on the upper surfaces of the first splicing plate and the second splicing plate, the lower surface of the first splicing plate is provided with the first supporting plate hinged to the first splicing plate, and the lower surface of the second splicing plate is provided with the second supporting plate hinged to the second splicing plate. The utility model can be improved on the basis of the original steel beam, thereby achieving the purpose of lengthening and finally realizing the building of the outer wall.

Description

Supporting mechanism is built by laying bricks or stones to assembled steel construction floor open hole department outer wall

Technical Field

The utility model belongs to the field of building construction, and particularly relates to an external wall masonry supporting mechanism at a hole opening position of an assembled steel structure floor slab.

Background

At present, the fabricated steel structure building is widely applied to industrial and civil projects, but compared with a concrete structure, the steel structure has many limitations on the treatment of certain nodes. In order to meet the construction requirements and improve the engineering quality, the following optimization design is carried out on the pasting type outer wall masonry (installation) node at the opening position of the fabricated steel structure floor slab. The laminated outer wall is a wall built on the outer side of the main body or a plate is installed, the conventional method of the concrete structure at the position of the floor slab with the hole is to make a cornice at the beam top (beam bottom) so as to support the wall or the plate, and the method completely meets the construction requirement due to good integrity after concrete is poured. Conventional steel structure roof beam is I-shaped steel roof beam, and if floor division hole department adopted the mode of similar concrete structure, with the upper limb outwards choosing widen, because the steel sheet is thinner, its intensity can't satisfy the load of higher wall body, and the while mortar is relatively poor with the cohesiveness of steel, will have the potential safety hazard after the construction. So here the nodes need to be modified.

SUMMERY OF THE UTILITY MODEL

In view of the above, the utility model aims to provide an outer wall masonry supporting mechanism at a hole of an assembled steel structure floor slab, which has the advantages of simple structure, low production cost and strong operability, and can effectively improve the working efficiency and stability of outer wall masonry.

In order to achieve the purpose, the technical scheme of the utility model is realized as follows:

supporting mechanism is built by laying bricks or stones to assembled steel construction floor division outer wall in hole department, including splice plate, No. two splice plates, backup pad and No. two backup pads, splice plate one angle hinge connects to No. two splice plate one angles, and splice plate and No. two splice plate upper surfaces all are equipped with a plurality of pegs, and splice plate lower surface is equipped with the backup pad of splicing plate articulated No. one with a, and No. two splice plate lower surfaces are equipped with the backup pad of splicing plate articulated No. two with No. two.

Further, splice plate and No. two splice plate structures are the same, all are the cuboid structure, and a splice plate side is long limit, and the base is the minor face, and the contact of long limit one side of splice plate and the long limit one side of No. two splice plates is first form, and splice plate minor face one side and the contact of No. two splice plate minor face one sides are the second form.

Furthermore, a positioning block is arranged on one side of the short edge of the first splicing plate, and a positioning groove corresponding to the positioning block is arranged on one side of the short edge of the second splicing plate.

Furthermore, the cross section of a splice plate is L-shaped, the upper surface of the splice plate is provided with a splicing groove, and the splicing groove is matched with the upper eave of the steel beam.

Further, the quantity of peg is 3 at least, and wherein at least one peg installation to the upper surface of concatenation recess, and the eaves on the girder steel is equipped with the through-hole with peg matched with.

Furthermore, a backup pad and No. two backup pad structures are the same, are right trapezoid shape, and a backup pad and No. two backup pads are fixed through bandage and splice plate and No. two splice plates respectively.

Furthermore, the first support plate and the second support plate are hinged to positions close to the middle of the first splicing plate and the middle of the second splicing plate respectively, and the interval between the first support plate and the second support plate is 600mm-650 mm.

Furthermore, the ratio of the length to the width of the first splicing plate is 3:1, and the length of the first splicing plate and the length of the first supporting plate are 3: 2.

Compared with the prior art, the outer wall masonry supporting mechanism at the opening position of the fabricated steel structure floor slab has the following advantages:

(1) the outer wall masonry supporting mechanism at the opening position of the assembled steel structure floor slab is improved on the basis of the I-shaped steel beam of the original conventional structure, the structure is added, the outer wall masonry is more stable, the operation is simple, and the cost is lower.

(2) The outer wall masonry support mechanism at the opening position of the assembled steel structure floor slab is a foldable and unfoldable mechanism, can be folded in the transportation or storage process to save the transportation space, and can be unfolded for operation when in use.

Drawings

The accompanying drawings, which are incorporated in and constitute a part of this specification, illustrate an embodiment of the utility model and, together with the description, serve to explain the utility model and not to limit the utility model. In the drawings:

FIG. 1 is a first form top view of an outer wall masonry support mechanism at a position where a hole is formed in an assembled steel structure floor slab according to an embodiment of the utility model;

FIG. 2 is a second form top view of an exterior wall masonry support mechanism at a position where a hole is formed in an assembled steel structure floor slab according to an embodiment of the utility model;

FIG. 3 is a second bottom view of the exterior wall masonry support mechanism at the opening of the fabricated steel structure floor slab according to the embodiment of the utility model;

FIG. 4 is a schematic side view of the construction of the outer wall masonry support mechanism at the opening of the fabricated steel structure floor slab according to the embodiment of the utility model;

FIG. 5 is a schematic front view of the construction of the outer wall masonry support mechanism at the opening of the fabricated steel structure floor slab according to the embodiment of the utility model.

Description of reference numerals:

1. a splice plate I; 11. positioning blocks; 12. splicing the grooves; 2. a second splice plate; 3. a first support plate; 4. a second support plate; 5. and (4) a pin.

Detailed Description

It should be noted that the embodiments and features of the embodiments may be combined with each other without conflict.

In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on those shown in the drawings, and are used only for convenience in describing the present invention and for simplicity in description, and do not indicate or imply that the referenced devices or elements must have a particular orientation, be constructed and operated in a particular orientation, and thus, are not to be construed as limiting the present invention. Furthermore, the terms "first", "second", etc. are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first," "second," etc. may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless otherwise specified.

In the description of the present invention, it should be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; 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 by those of ordinary skill in the art through specific situations.

The present invention will be described in detail below with reference to the embodiments with reference to the attached drawings.

Supporting mechanism is built by laying bricks or stones to assembled steel construction floor division outer wall in hole department, including splice plate 1, No. two splice plates 2, backup pad 3 and No. two backup pads 4, splice plate 1 one corner hinge connects to No. two splice plates 2 one corners, splice plate 1 and No. two splice plate 2 upper surfaces all are equipped with a plurality of pegs 5, splice plate 1 lower surface is equipped with splice plate 1 articulated backup pad 3 No. one, No. two splice plate 2 lower surfaces are equipped with No. two splice plate 2 articulated backup pads 4.

Preferably, splice plate 1 and No. 2 splice plates are the same in structure, all are the cuboid structure, and splice plate 1 side is long limit, and the base is the minor face, and the contact of long limit one side of splice plate 1 and No. 2 splice plate's long limit one side is first form, and splice plate 1 minor face one side and No. 2 splice plate 2 minor face one side contacts for the second form. The first form is the form used during storage or transportation, and the second form is the form when being matched with a steel beam.

Preferably, No. 1 minor face one side of splice plate is equipped with locating piece 11, and No. 2 minor face one side of splice plate is equipped with the constant head tank corresponding with locating piece 11, through setting up locating piece 11 and constant head tank, connects more stably when can let splice No. 1 splice plate and No. 2 splice plates.

Preferably, the cross section of a splice plate 1 is L-shaped, and the upper surface of the splice plate 1 is provided with a splicing groove 12, wherein the splicing groove 12 is matched with the upper eave of the steel beam.

Preferably, the quantity of peg 5 is 3 at least, and wherein at least one peg 5 is installed to the upper surface of concatenation recess 12, and the last eaves of girder steel is equipped with the through-hole with peg 5 matched with, and peg 5 passes the through-hole, and a backup pad 3 supports with the girder steel this moment, also forms the effort between peg 5 and the through-hole, has increased the stability of being connected between supporting mechanism and the girder steel.

Preferably, a backup pad 3 is the same with No. two backup pads 4 structure, is right trapezoid shape, and a backup pad 3 is fixed with splice plate 1 and No. two splice plates 2 through the bandage respectively with No. two backup pads 4.

Preferably, the first support plate 3 and the second support plate 4 are hinged to positions close to the middle parts of the first splicing plate 1 and the second splicing plate 2 respectively, and the interval between the first support plate 3 and the second support plate 4 is 600mm-650 mm.

Preferably, the ratio of the length to the width of the first splicing plate 1 is 3:1, the length of the first splicing plate 1 and the length of the first supporting plate 3 are 3:2, and the first splicing plate and the steel beam are stably matched.

Open splice plate 1 and No. two splice plates 2, then prop up backup pad 3 and No. two backup pads 4, the peg 5 that splice plate 1 and No. two splice plates 2 set up passes the through-hole of eaves on the girder steel, then backup pad 3 and No. two backup pads 4 form the support to the girder steel bottom, finally realize the fixed connection of splice plate 1 and No. two splice plates 2 relative girder steels, then carry out the outer wall at splice plate 1 and No. two splice plates 2 and build by laying bricks or stones.

The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the utility model, and any modifications, equivalents, improvements and the like that fall within the spirit and principle of the present invention are intended to be included therein.

Claims

1. Supporting mechanism is built by laying bricks or stones to assembled steel construction floor division hole department outer wall, its characterized in that: including splice plate, No. two splice plates, backup pad and No. two backup pads, splice plate one corner hinge connects to No. two splice plate one corners, and splice plate and No. two splice plate upper surfaces all are equipped with a plurality of pegs, and No. one splice plate lower surface is equipped with the backup pad of splicing plate articulated No. one, and No. two splice plate lower surfaces are equipped with the backup pad of splicing plate articulated No. two.

2. The supporting mechanism for the masonry of the outer wall at the position of the opening of the assembled steel structure floor slab as claimed in claim 1, is characterized in that: a splice plate is the same with No. two splice plate structures, all is the cuboid structure, and a splice plate side is long limit, and the base is the minor face, and the contact of long limit one side of a splice plate and the long limit one side of No. two splice plates is first form, and the contact of splice plate minor face one side and No. two splice plate minor face one side is the second form.

3. The supporting mechanism for the masonry of the outer wall at the position of the opening of the assembled steel structure floor slab as claimed in claim 2, is characterized in that: a positioning block is arranged on one side of the short edge of the first splicing plate, and a positioning groove corresponding to the positioning block is arranged on one side of the short edge of the second splicing plate.

4. The supporting mechanism for the masonry of the outer wall at the position of the opening of the assembled steel structure floor slab as claimed in claim 1, is characterized in that: the cross section of a splice plate is L type, and the upper surface of a splice plate is equipped with the concatenation recess, the concatenation recess agrees with mutually with the last eaves of girder steel.

5. The assembly type steel structure floor slab holing place outer wall masonry support mechanism of claim 4, characterized in that: the quantity of peg is 3 at least, and wherein at least one peg installation to the upper surface of concatenation recess, and the eaves is equipped with the through-hole with peg matched with on the girder steel.

6. The assembly type steel structure floor slab holing position outer wall masonry supporting mechanism of claim 1, characterized in that: a backup pad is the same with No. two backup pad structures, is right trapezoid shape, and a backup pad and No. two backup pads are fixed through bandage and splice plate and No. two splice plates respectively.

7. The supporting mechanism for the masonry of the outer wall at the position of the opening of the assembled steel structure floor slab as claimed in claim 6, wherein: the first supporting plate and the second supporting plate are hinged to positions close to the middle parts of the first splicing plate and the second splicing plate respectively, and the interval between the first supporting plate and the second supporting plate is 600mm-650 mm.

8. The supporting mechanism for the masonry of the outer wall at the position of the opening of the assembled steel structure floor slab as claimed in claim 1, is characterized in that: the ratio of the length to the width of the first splicing plate is 3:1, and the length of the first splicing plate to the length of the first supporting plate is 3: 2.