CN216689800U

CN216689800U - Embedded channel for upright rod of assembled bracket

Info

Publication number: CN216689800U
Application number: CN202122934437.0U
Authority: CN
Inventors: 全坤友
Original assignee: Guangzhou Baina Digital Construction Technology Co ltd
Current assignee: Guangzhou Baina Digital Construction Technology Co ltd
Priority date: 2021-11-26
Filing date: 2021-11-26
Publication date: 2022-06-07
Anticipated expiration: 2031-11-26

Abstract

The utility model discloses an assembly type support upright rod embedded channel which comprises a top plate base, an embedded base and a connecting assembly, wherein the top plate base is connected with the embedded base, the connecting assembly is fixed on the embedded base, a support is movably connected with the connecting assembly, the top plate base is fixed on a ring beam or a structural floor slab, the embedded base is embedded in a building wall, and the connecting assembly is positioned on the surface of the building wall. The utility model provides a pre-buried channel is pre-buried inside building wall, can not occupy the installation space of support pole setting and pipeline.

Description

Embedded channel for upright rod of assembled bracket

Technical Field

The utility model relates to the technical field of building construction, in particular to an embedded groove of an upright rod of an assembly type support.

Background

At present, the application of the installation assembly type prefabricated system in the field of foreign building installation is quite mature, and particularly in developed countries, pipeline synthesis, deep design of construction drawings and pipeline factory prefabrication cover most of building electromechanical engineering. The development trend of the world building installation industry shows that the traditional installation building industry with high energy consumption, high pollution, low efficiency and low benefit can be completely distinguished only through electromechanical installation and assembly.

At present in the electromechanical pipe network installation in pavement and narrow and small space, no matter be a traditional angle steel gallows, the single gallows of lead screw is hung the support and is still a present assembled finished product gallows, all is that building wall builds the building wall and builds the back and install again basically. When the traditional assembled finished support upright rod needs a certain installation space during installation, when the space is narrow, the support corner connecting piece does not have enough installation space, or the corner connecting piece influences the installation of a pipeline.

SUMMERY OF THE UTILITY MODEL

The utility model aims to provide an assembly type support upright rod embedded channel which is embedded in a building wall body, and does not occupy the installation space of a support upright rod and a pipeline.

The technical scheme is as follows:

assembled support pole setting pre-buried channel, including roof base, pre-buried base and coupling assembling, the roof base with pre-buried base links to each other, coupling assembling is fixed in on the pre-buried base, support and coupling assembling swing joint, the roof base is fixed in on collar tie beam or the structure floor, pre-buried base is pre-buried inside building wall, coupling assembling is located building wall surface.

Further, the roof base includes PMKD and two relative connection risers that set up, the connection riser with PMKD links to each other, PMKD with connection riser mutually perpendicular, PMKD with girth or structure floor swing joint, the connection riser with pre-buried base swing joint.

Furthermore, a first adjusting groove is formed in the length direction of the fixed bottom plate, and the fixed bottom plate is movably connected with the ring beam or the structural floor through the first adjusting groove.

Further, pre-buried base includes pre-buried riser, pre-buried riser top is equipped with first fixed orifices, along the vertical direction of connecting the riser is equipped with the second adjustment tank, pre-buried riser is located two between the connecting the riser, pre-buried riser through first fixed orifices and second adjustment tank with connecting riser swing joint.

Further, the embedded base further comprises an embedded bottom plate, the bottom of the embedded vertical plate is fixed on the embedded bottom plate, a third adjusting groove is formed in the embedded bottom plate and corresponds to the first adjusting groove, and the embedded bottom plate is movably connected with the ring beam through the third adjusting groove.

Further, pre-buried base still includes pre-buried panel, pre-buried panel's lower surface with pre-buried riser links to each other, coupling assembling is fixed in pre-buried panel's upper surface, pre-buried panel's bottom with pre-buried bottom plate links to each other.

Furthermore, the embedded base further comprises a plurality of reinforcing rib plates, the reinforcing rib plates are arranged at intervals in the vertical direction of the embedded vertical plate respectively, the reinforcing rib plates are connected with the embedded vertical plate and the embedded panel respectively, and the end parts of the reinforcing rib plates protrude out of the side edge of the embedded vertical plate.

Furthermore, a plurality of second fixing holes are respectively formed in two side edges of the embedded panel, and the second fixing holes are distributed in the vertical direction of the embedded panel at intervals.

Furthermore, coupling assembling is the galvanized channel-section steel that takes the tooth, be equipped with the fourth adjustment tank on the coupling assembling, the support passes through fourth adjustment tank and coupling assembling swing joint.

Further, the top plate base and the embedded base are made of steel materials.

The following illustrates the advantages or principles of the utility model:

the pre-buried channel of the assembled support vertical rod is pre-buried in a building wall during building construction, the problem of mounting the support vertical rod in narrow spaces such as walkways is solved, and the mounting space of the support vertical rod and pipelines is not occupied. The pre-buried channel and the building wall are constructed synchronously, and the installation time of pipelines and support vertical rods is saved.

Drawings

Fig. 1 is a front view of a buried channel of the present embodiment;

fig. 2 is a schematic view of a use state of the embedding slot channel of the embodiment;

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

fig. 4 is a schematic combination diagram of the embedded base and the connecting assembly according to the embodiment;

FIG. 5 is a front view of the top plate base of the present embodiment;

FIG. 6 is a bottom view of the top plate base of the present embodiment;

FIG. 7 is a left side view of the top plate base of the present embodiment;

description of reference numerals:

10. a top plate base; 20. pre-burying a base; 30. a connecting assembly; 11. fixing the bottom plate; 12. connecting a vertical plate; 13. a first regulating groove; 14. a reinforcing plate; 21. pre-burying a vertical plate; 22. a first fixing hole; 15. a second regulating groove; 23. pre-burying a bottom plate; 24. a third regulating groove; 25. pre-burying a panel; 26. reinforcing a rib plate; 27. a second fixing hole; 31. and a fourth regulating groove.

Detailed Description

In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "middle", "inner", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplicity of description, but do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not 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, 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; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood by those of ordinary skill in the art through specific situations.

The following detailed description of the preferred embodiments of the present invention, taken in conjunction with the accompanying drawings, will make the advantages and features of the utility model easier to understand by those skilled in the art, and thus will clearly and clearly define the scope of the utility model.

As shown in fig. 1 to fig. 3, the embodiment discloses an embedded channel of an assembled support upright rod, which includes a top plate base 10, an embedded base 20 and a connecting assembly 30. The top plate base 10 is connected with the embedded base 20, the connecting assembly 30 is fixed on the embedded base 20, and the support is movably connected with the connecting assembly 30. The roof base 10 is fixed on a ring beam or a structural floor slab, the embedded base 20 is embedded in the building wall, and the connecting assembly 30 is located on the surface of the building wall.

The pre-buried channel of assembled support pole setting of this embodiment is inside pre-buried in building wall when the building construction, solves the installation problem of support pole setting in narrow and small spaces such as pavement, can not occupy the installation space of support pole setting and pipeline, has improved space utilization greatly. The pre-buried channel and the building wall are constructed synchronously, and the installation time of pipelines and support vertical rods is saved.

As shown in fig. 5, in order to realize the connection between the top plate base 10 and the ring beam or the structural floor, the top plate base 10 includes a fixed bottom plate 11 and two connecting vertical plates 12 disposed oppositely, the connecting vertical plates 12 are connected to the fixed bottom plate 11, the fixed bottom plate 11 is perpendicular to the connecting vertical plates 12, the fixed bottom plate 11 is movably connected to the ring beam or the structural floor, and the connecting vertical plates 12 are movably connected to the embedded base 20.

As shown in fig. 6 and 7, in order to realize the movable connection between the fixed bottom plate 11 and the ring beam or the structural floor, a first adjusting groove 13 is provided along the length direction of the fixed bottom plate 11, and the fixed bottom plate 11 is movably connected with the ring beam or the structural floor through the first adjusting groove 13. Preferably, in this embodiment, two first adjustment grooves 13 are provided on the fixed base, and as shown in fig. 2, the connection between the fixed base plate 11 and the ring beam or the structural floor can be realized by placing an anchor bolt or a bolt, etc. in the first adjustment groove 13. When the position of the fixed bottom plate 11 needs to be adjusted, the anchor bolts or the bolts are loosened.

In order to reinforce the connecting vertical plates 12, the roof base 10 further comprises two reinforcing plates 14, wherein the two reinforcing plates 14 are obliquely arranged, and the two reinforcing plates 14 are respectively arranged on the side plates of the two connecting vertical plates 12. One end of the reinforcing plate 14 is connected with the fixed bottom plate 11, and the other end of the reinforcing plate 14 is connected with the connecting vertical plate 12.

As shown in fig. 4, the embedded base 20 of this embodiment includes an embedded vertical plate 21, a first fixing hole 22 is disposed at the top of the embedded vertical plate 21, a second adjusting groove 15 is disposed along the vertical direction of the connecting vertical plate 12, the embedded vertical plate 21 is located between the connecting vertical plates 12, and the embedded vertical plate 21 is movably connected to the connecting vertical plate 12 through the first fixing hole 22 and the second adjusting groove 15. The movable connection between the connecting vertical plate 12 and the embedded vertical plate 21 can be realized by arranging M12 x 70 screws in the first fixing holes 22 and the second adjusting grooves 15, and the position of the embedded vertical plate 21 can be adjusted in the vertical direction.

The embedded base 20 further comprises an embedded bottom plate 23, the bottom of the embedded vertical plate 21 is welded on the embedded bottom plate 23, two third adjusting grooves 24 are formed in the embedded bottom plate 23, the two third adjusting grooves 24 correspond to the two first adjusting grooves 13 respectively, and the embedded bottom plate 23 is movably connected with the ring beam through the third adjusting grooves 24. The movable connection between the embedded bottom plate 23 and the ring beam can be realized by arranging anchor bolts or bolts in the two third adjusting grooves 24.

In order to realize the fixation of the connecting assembly 30, the embedded base 20 further comprises an embedded panel 25, the lower surface of the embedded panel 25 is connected with the embedded vertical plate 21, and the embedded panel 25 is connected with the embedded vertical plate 21 through welding. Coupling assembling 30 weld in the upper surface of pre-buried panel 25, the bottom of pre-buried panel 25 welds on pre-buried bottom plate 23.

In order to reinforce the embedded base 20 and the building wall, the embedded base 20 further includes a plurality of reinforcing rib plates 26, the plurality of reinforcing rib plates 26 are respectively arranged at intervals in the vertical direction of the embedded vertical plate 21, the plurality of reinforcing rib plates 26 are respectively connected with the embedded vertical plate 21 and the embedded panel 25 in a welding manner, and the end portions of the reinforcing rib plates 26 protrude out of the side edge of the embedded vertical plate 21. And a plurality of reinforcing rib plates 26 are poured into the building wall body to further reinforce the fixation of the embedded base 20.

After the position of the embedded channel is adjusted, the embedded channel needs to be poured into the building wall, in order to facilitate pouring, a plurality of second fixing holes 27 are respectively formed in two side edges of the embedded panel 25, and the second fixing holes 27 are distributed at intervals in the vertical direction of the embedded panel 25. When pouring, the wooden template needs to be placed behind the embedded panel 25, and the embedded panel 25 and the wooden template are fixed by placing the screw rods in the second fixing holes 27, so that pouring is facilitated.

The coupling assembling 30 of this embodiment is the galvanized channel steel that takes the tooth, and this coupling assembling 30 arranges the middle part of pre-buried panel 25 in, because be equipped with fourth adjustment tank 31 on the galvanized channel steel to realize support and coupling assembling 30's swing joint through fourth adjustment tank 31. After the support is connected with the pre-buried channel, the force is transmitted to the connecting assembly 30, so that the support forms a complete stress structure.

The top plate base 10 and the embedded base 20 of the embodiment are made of steel, and the thickness of the steel is 6 mm. The length of the first adjusting groove 13, the second adjusting groove 15 and the third adjusting groove 24 of this embodiment is 30mm, the width is 14mm, and the length of the second fixing hole 27 on the embedded panel 25 is 20mm, and the width is 10 mm.

Because of being equipped with first adjustment tank 13, second adjustment tank 15, third adjustment tank 24 on the buried channel of this embodiment to and be equipped with fourth adjustment tank 31 on coupling assembling 30, can realize the regulation of support in four directions about from top to bottom, make the support can realize position control when the installation deviation. The pre-buried channel is simple in structure, can be produced in batches, and saves production time.

The embodiments of the present invention are not limited thereto, and according to the above-mentioned contents of the present invention, the present invention can be modified, substituted or combined in other various forms without departing from the basic technical idea of the present invention.

Claims

1. Assembled support pole setting embedded channel, its characterized in that, including roof base, pre-buried base and coupling assembling, the roof base with pre-buried base links to each other, coupling assembling is fixed in on the pre-buried base, support and coupling assembling swing joint, the roof base is fixed in on collar tie beam or the structure floor, pre-buried base is pre-buried inside building wall, coupling assembling is located building wall surface.

2. The assembly type support upright rod embedded channel of claim 1, wherein the top plate base comprises a fixed bottom plate and two opposite connecting vertical plates, the connecting vertical plates are connected with the fixed bottom plate, the fixed bottom plate is perpendicular to the connecting vertical plates, the fixed bottom plate is movably connected with the ring beam or the structural floor slab, and the connecting vertical plates are movably connected with the embedded base.

3. The fabricated bracket upright rod embedded channel as claimed in claim 2, wherein a first adjusting groove is arranged along the length direction of the fixed bottom plate, and the fixed bottom plate is movably connected with the ring beam or the structural floor slab through the first adjusting groove.

4. The pre-buried channel of assembled support pole setting of claim 3, characterized in that, pre-buried base includes pre-buried riser, pre-buried riser top is equipped with first fixed orifices, along the vertical direction of connecting the riser is equipped with the second adjustment tank, pre-buried riser is located two connect between the riser, pre-buried riser through first fixed orifices and second adjustment tank with connect riser swing joint.

5. The assembly type support upright rod embedded channel according to claim 4, wherein the embedded base further comprises an embedded bottom plate, the bottom of the embedded vertical plate is fixed on the embedded bottom plate, a third adjusting groove is formed in the embedded bottom plate, the third adjusting groove corresponds to the first adjusting groove, and the embedded bottom plate is movably connected with the ring beam through the third adjusting groove.

6. The assembly type support vertical rod embedded channel of claim 5, wherein the embedded base further comprises an embedded panel, the lower surface of the embedded panel is connected with the embedded vertical plate, the connecting assembly is fixed on the upper surface of the embedded panel, and the bottom of the embedded panel is connected with the embedded bottom plate.

7. The assembly type support vertical rod embedded channel according to claim 6, wherein the embedded base further comprises a plurality of reinforcing rib plates, the reinforcing rib plates are respectively arranged at intervals in the vertical direction of the embedded vertical plate, the reinforcing rib plates are respectively connected with the embedded vertical plate and the embedded panel, and the end parts of the reinforcing rib plates protrude out of the side edge of the embedded vertical plate.

8. The fabricated bracket vertical rod embedded channel as claimed in claim 6, wherein a plurality of second fixing holes are respectively formed at two side edges of the embedded panel, and the plurality of second fixing holes are distributed at intervals in the vertical direction of the embedded panel.

9. The assembly type support vertical rod embedded channel as claimed in any one of claims 1 to 8, wherein the connecting assembly is a galvanized steel channel with teeth, a fourth adjusting groove is arranged on the connecting assembly, and the support is movably connected with the connecting assembly through the fourth adjusting groove.

10. The fabricated bracket vertical rod embedded channel of claim 1, wherein the top plate base and the embedded base are made of steel.