CN217353838U

CN217353838U - Take gabion enclosure of pipeline crane span structure

Info

Publication number: CN217353838U
Application number: CN202220925287.9U
Authority: CN
Inventors: 茹幸; 宛佳俊; 李波; 姬永铁
Original assignee: China Construction Second Engineering Bureau Co Ltd
Current assignee: China Construction Second Engineering Bureau Co Ltd
Priority date: 2022-04-21
Filing date: 2022-04-21
Publication date: 2022-09-02
Anticipated expiration: 2032-04-21

Abstract

The utility model relates to a construction technical field discloses a take gabion enclosure of pipeline crane span structure, include: a plurality of rectangular frames and upright posts arranged between the adjacent rectangular frames, wherein the rectangular frames comprise transverse square steels and vertical square steels which are welded end to end and symmetrically arranged, cross supports arranged in the transverse square steels and the vertical square steels, and first support ribs arranged between the transverse square steels at the front side and the transverse square steels at the rear side, and a second support rib arranged between the front vertical square steel and the rear vertical square steel, wherein a containing cavity is formed between the front transverse square steel and the rear transverse square steel, the front surface and the rear surface of the containing cavity are provided with electric welding nets, the accommodating cavity is filled with gravels, the upright post comprises a base, an embedded part arranged in the base, main ribs connected to the top of the embedded part, main keels arranged on the inner sides of the main ribs, and inclined struts arranged between the main keels in an inclined and through manner, and the positioning angle steel is arranged on the outer surface of the upright post, and the embedded part is welded with the bottom of the main rib.

Description

Take gabion enclosure of pipeline crane span structure

Technical Field

The utility model relates to a construction technical field especially relates to a take gabion enclosure of pipeline crane span structure.

Background

At present, in consideration of dust emission control of a construction site, safety and civilization construction requirements and peripheral environmental protection requirements, most regions require that temporary barriers of the construction site cannot adopt a permeable mode, and the whole construction site must be subjected to totally-enclosed barriers. The existing enclosure is roughly divided into two types:

1. the wall is built by common bricks, a large amount of labor and building materials are consumed for building the bricks, the forming effect is different, and the appearance is poor; the temporary enclosure is not available after being dismantled, and a large amount of building garbage such as brick slag and the like is generated.

2. And (5) iron sheet enclosure. The iron sheet enclosure has poor quality and is forbidden by part local governments.

The similar invention mainly adopts the steel wire cage to pack gravel to make the gabion wall, which is used for the functions of the retaining wall of the river channel and the landscape wall; the height of the enclosing wall can not meet the sealing requirement of a construction site; and the steel wire cage is used for wrapping and sealing the gravel to form a whole, so that the weight of each component is large, the installation is difficult, and the utility model is born.

SUMMERY OF THE UTILITY MODEL

The application provides a gabion enclosure of taking pipeline crane span structure to solve the job site pipeline and have no chapter in a jumble, be difficult to the management, ordinary brick enclosure shaping speed is slow, and the efficiency of construction is low, and ordinary brick enclosure is built by laying bricks or stones by oneself, the shaping quality is poor, the poor problem of outward appearance effect.

In order to solve the technical problem, the application provides a gabion enclosure of taking pipeline crane span structure includes: a plurality of rectangular frames and upright posts arranged between the adjacent rectangular frames, wherein each rectangular frame comprises a transverse square steel and a vertical square steel which are welded end to end and symmetrically arranged, cross supports arranged in the transverse square steel and the vertical square steel, and first support ribs arranged between the transverse square steel at the front side and the transverse square steel at the rear side, and a second support rib arranged between the front vertical square steel and the rear vertical square steel, wherein a containing cavity is formed between the front transverse square steel and the rear transverse square steel, the front surface and the rear surface of the containing cavity are provided with electric welding nets, gravels are filled in the containing cavity, the upright post comprises a base, an embedded part arranged in the base, a main rib connected to the top of the embedded part, a main keel arranged on the inner side of the main rib, and an inclined strut obliquely and lengthily arranged between the main keels, and the positioning angle steel is arranged on the outer surface of the upright post, and the embedded part is welded with the bottom of the main rib.

In some embodiments of the present application, the distance between the positioning angles on the same side is the same as the width of the rectangular frame.

In some embodiments of this application, the side of stand is provided with the pipeline crane span structure with the ground interval, the pipeline crane span structure is including cable support frame, L type support, fire control ring canal and the triangle support that from top to bottom sets gradually, be provided with the plank sheathing between cable support frame and the L type support, the top of L type support, the one end that is close to the stand and the one end of keeping away from the stand all are provided with spacing angle steel, L type support and triangle support pass through bolted connection with the stand.

In some embodiments of this application, be close to the stand vertical plate and the horizontal plate of spacing angle steel are fixed in stand surface and L type support up end through the bolt respectively, keep away from the stand the horizontal plate of spacing angle steel is fixed in L type support up end through the bolt.

In some embodiments of this application, the cable support frame sets up for the segmentation, and the length of every section cable support frame is 4500mm, and is adjacent the cable support frame passes through the band steel and connects, every the front side of band steel is provided with the ground connection reinforcing bar, be connected with the wire between band steel and the ground connection reinforcing bar.

In some embodiments of the present application, the first support ribs and the second support ribs are both arranged in plurality at intervals, a distance between adjacent first support ribs is 500mm, and a distance between adjacent second support ribs is 625 mm.

In some embodiments of the present application, the pillars have a size of 500 × 300 × 2700mm, and the outer surfaces of the pillars are provided with a galvanized punching mesh.

Compared with the prior art the utility model has the following characteristics and beneficial effect:

the utility model discloses a mill's scale prefabricated steel bar keel packs the gravel after on-the-spot assembling, and the construction speed is fast, efficient, the standardized processing of framework, and is whole effectual, and the shaping is seen to feel, but adopts pin-connected panel steel reinforcement cage, when demolising, only needs to demolish pipeline crane span structure cutting part wire net earlier, emptys gravel in the cage. Can be repeatedly used. The gravel can be turned into other building materials. The cable and the water pipe are arranged, the problems that pipelines on a construction site are disordered and difficult to manage are solved, and the cable and the water pipe can produce a good effect when being popularized and used.

Drawings

Fig. 1 is a schematic view of the overall structure of the embodiment of the present invention;

fig. 2 is a schematic top view of a rectangular frame and a column according to an embodiment of the present invention;

FIG. 3 is a schematic front view of a rectangular frame according to an embodiment of the present invention;

FIG. 4 is a schematic view of a vertical square steel structure according to an embodiment of the present invention;

FIG. 5 is a schematic view of a transverse square steel structure according to an embodiment of the present invention;

FIG. 6 is a schematic front view of a column according to an embodiment of the present invention;

fig. 7 is a schematic side view of a pillar according to an embodiment of the present invention;

FIG. 8 is a schematic view of a pipeline bridge structure according to an embodiment of the present invention;

fig. 9 is a schematic structural view of a cable support frame according to an embodiment of the present invention.

In the figure, 100, a rectangular frame; 110. transverse square steel; 120. vertical square steel; 130. supporting in a cross shape; 140. a first support rib; 150. a second support rib; 160. welding a net; 200. a column; 210. a base; 220. embedding parts; 230. a main rib; 240. a main keel; 250. bracing; 260. positioning angle steel; 300. a pipeline bridge; 310. a cable support frame; 311. flat steel; 312. grounding the steel bars; 313. a wire; 320. an L-shaped bracket; 330. a fire-fighting ring pipe; 340. a triangular bracket; 350. a wood template; 360. and (7) limiting angle steel.

Detailed Description

The following detailed description of the embodiments of the present invention is provided with reference to the accompanying drawings and examples. The following examples are intended to illustrate the invention, but are not intended to limit the scope of the invention.

In the description of the present application, it is to be understood that the terms "center", "upper", "lower", "front", "rear", "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 only for convenience in describing the present application and simplifying the description, but do not indicate or imply that the referred device or element must have a particular orientation, be constructed in a particular orientation, and be operated, and thus should not be construed as limiting the present application.

The terms "first", "second" and "first" 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" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present application, "a plurality" means two or more unless otherwise specified.

In the description of the present application, it is to 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 application can be understood in a specific case by those of ordinary skill in the art.

In accordance with some embodiments of the present application, a gabion enclosure having a pipeline bridge 300, as shown in figures 1-9, comprises: a plurality of rectangular frames 100, and a vertical column 200 disposed between adjacent rectangular frames 100, the rectangular frames 100 including horizontal square bars 110 and vertical square bars 120 welded end to end and symmetrically disposed, cross supports 130 disposed in the horizontal square bars 110 and the vertical square bars 120, first support ribs 140 disposed between the front horizontal square bars 110 and the rear horizontal square bars 110, and second support ribs 150 disposed between the front vertical square bars 120 and the rear vertical square bars 120, a receiving cavity formed between the front and rear horizontal square bars 110 and the vertical square bars 120, electric welding nets 160 disposed on front and rear surfaces of the receiving cavity, gravel filled in the receiving cavity, the vertical column 200 including a base 210, an embedment 220 disposed in the base 210, main bars 230 connected to tops of the embedment 220, main joists 240 disposed inside the main bars 230, diagonal supports 250 disposed between the main jolt-through lengths and between the main joists 240, and positioning angle steels 260 disposed on outer surfaces of the vertical column 200, the embedment 220 is welded to the bottom of the main bar 230.

According to some embodiments of the present application, the distance between the ipsilateral positioning angles 260 corresponds to the width of the rectangular frame 100.

According to some embodiments of the present application, a pipeline bridge 300 is disposed on the side of the upright column 200 at an interval from the ground, the pipeline bridge 300 includes a cable support frame 310, an L-shaped support frame 320, a fire fighting collar 330 and a triangular support frame 340, which are sequentially disposed from top to bottom, a wood formwork 350 is disposed between the cable support frame 310 and the L-shaped support frame 320, a limit angle 360 is disposed at the top of the L-shaped support frame 320, at one end close to the upright column 200 and at one end far away from the upright column 200, the L-shaped support frame 320 and the triangular support frame 340 are connected with the upright column 200 through bolts, and the distance between the L-shaped support frame 320 and the triangular support frame 340 is not less than 170 mm.

According to some embodiments of the present application, the vertical plate and the horizontal plate of the angle 360 close to the vertical column 200 are respectively fixed to the outer surface of the vertical column 200 and the upper end surface of the L-shaped bracket 320 by bolts, and the horizontal plate of the angle 360 far from the vertical column 200 is fixed to the upper end surface of the L-shaped bracket 320 by bolts.

According to some embodiments of the present application, the cable support frames 310 are provided in segments, each segment of the cable support frame 310 has a length of 4500mm, adjacent cable support frames 310 are connected by flat bars 311, a grounding steel bar 312 is provided at a front side of each flat bar 311, a conducting wire 313 is connected between the flat bar 311 and the grounding steel bar 312, and the size of the flat bar 311 is 25 × 4 mm.

According to some embodiments of the present application, the first support ribs 140 and the second support ribs 150 are spaced apart in plurality, and the distance between adjacent first support ribs 140 is 500mm, and the distance between adjacent second support ribs 150 is 625 mm.

According to some embodiments of the present application, the pillars 200 have a size of 500 × 300 × 2700mm, and the outer surfaces of the pillars 200 are provided with a galvanized punching mesh.

According to some embodiments of the present disclosure, the mesh screen 160 has a pore size of 50 × 50mm, the mesh screen 160 has a wire diameter of 3.9mm, the rectangular frame 100 is fixed by the pillars 200 every 4m, the main keels 240 of the pillars 200 are formed by welding 40 × 4mm angle steels, and the diagonal braces 250 are formed by welding 30 × 3mm angle steels.

According to some embodiments of the present application, according to the field planning, the rectangular frame 100 is pre-arranged, the base positioning line of the rectangular frame 100 is released, the base of the rectangular frame 100 is 250 x 100, and 2 through-length steel bars of 12 are internally matched; the foundation under the column is 700 x 400, and the reinforcing bars are 4 x 12&3 x 12; c20 concrete is used for pouring the foundation; 4 22 steel bars are embedded in the positions of the upright posts 200 and anchored into the foundation 300; the upright post 200 is arranged at a designated position and is welded and fixed with an embedded part 220 under the post; the rectangular frame 100 is mechanically hoisted and fixed between the positioning angle steels 260; pouring and filling gravels from the top of the rectangular frame 100 by using a customized funnel; installing the pipeline bridge 300 according to the steps and screwing down screws; cutting the welding net 160 at the bottom of the rectangular frame 100 to discharge gravel, hoisting the rectangular frame 100 to a new position, fixing again, and installing the welding net 160 for reuse.

To sum up, the utility model relates to a construction technical field discloses a take gabion enclosure of pipeline crane span structure, include: a plurality of rectangular frames and upright posts arranged between the adjacent rectangular frames, wherein the rectangular frames comprise transverse square steels and vertical square steels which are welded end to end and symmetrically arranged, cross supports arranged in the transverse square steels and the vertical square steels, and first support ribs arranged between the transverse square steels at the front side and the transverse square steels at the rear side, and a second support rib arranged between the front vertical square steel and the rear vertical square steel, wherein a containing cavity is formed between the front transverse square steel and the rear transverse square steel, the front surface and the rear surface of the containing cavity are provided with electric welding nets, the accommodating cavity is filled with gravels, the upright post comprises a base, an embedded part arranged in the base, main ribs connected to the top of the embedded part, main keels arranged on the inner sides of the main ribs, and inclined struts arranged between the main keels in an inclined and through manner, and the positioning angle steel is arranged on the outer surface of the upright post, and the embedded part is welded with the bottom of the main rib.

The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of modifications and replacements can be made without departing from the technical principle of the present invention, and these modifications and replacements should also be regarded as the protection scope of the present invention.

Claims

1. A gabion enclosure with a pipeline bridge, comprising: the vertical column structure comprises a plurality of rectangular frames (100) and vertical columns (200) arranged between the adjacent rectangular frames (100), and is characterized in that the rectangular frames (100) comprise transverse square steels (110) and vertical square steels (120) which are welded end to end and symmetrically arranged, cross supports (130) arranged in the transverse square steels (110) and the vertical square steels (120), first support ribs (140) arranged between the transverse square steels (110) at the front side and the transverse square steels (110) at the rear side, and second support ribs (150) arranged between the vertical square steels (120) at the front side and the vertical square steels (120) at the rear side, a containing cavity is formed between the transverse square steels (110) at the front side and the vertical square steels (120) at the rear side, electric welding nets (160) are arranged on the front surface and the rear surface of the containing cavity, gravels are filled in the containing cavity, each vertical column (200) comprises a base (210) and embedded parts (220) arranged in the base (210), the main steel bar fixing structure comprises main steel bars (230) connected to the tops of embedded parts (220), main keels (240) arranged on the inner sides of the main steel bars (230), inclined struts (250) arranged between the main keels (240) in an inclined through mode, and positioning angle steel (260) arranged on the outer surface of a stand column (200), wherein the embedded parts (220) are welded to the bottoms of the main steel bars (230).

2. A gabion enclosure as claimed in claim 1, in which the spacing between the location angles (260) on the same side corresponds to the width of the rectangular frame (100).

3. The gabion enclosure with the pipeline bridge as claimed in claim 1, wherein the pipeline bridge (300) is arranged on the side face of the upright (200) at an interval from the ground, the pipeline bridge (300) comprises a cable support frame (310), an L-shaped support frame (320), a fire-fighting collar (330) and a triangular support frame (340) which are sequentially arranged from top to bottom, a wood formwork (350) is arranged between the cable support frame (310) and the L-shaped support frame (320), limiting angle steels (360) are arranged at the top of the L-shaped support frame (320), at one end close to the upright (200) and at one end far away from the upright (200), and the L-shaped support frame (320) and the triangular support frame (340) are connected with the upright (200) through bolts.

4. The gabion enclosure with the pipeline bridge as claimed in claim 3, wherein the vertical plate and the transverse plate of the spacing angle steel (360) close to the vertical column (200) are respectively fixed to the outer surface of the vertical column (200) and the upper end surface of the L-shaped support (320) through bolts, and the transverse plate of the spacing angle steel (360) far from the vertical column (200) is fixed to the upper end surface of the L-shaped support (320) through bolts.

5. The gabion enclosure with the pipeline bridge as claimed in claim 3, wherein the cable support frames (310) are arranged in sections, each section of cable support frame (310) is 4500mm long, the adjacent cable support frames (310) are connected through flat steel (311), a grounding steel bar (312) is arranged on the front side of each flat steel (311), and a conducting wire (313) is connected between each flat steel (311) and the grounding steel bar (312).

6. A gabion enclosure as claimed in claim 1, wherein the first support ribs (140) and the second support ribs (150) are spaced apart in plurality, the distance between adjacent first support ribs (140) being 500mm and the distance between adjacent second support ribs (150) being 625 mm.

7. A gabion enclosure with a pipeline bridge as claimed in any one of claims 1 to 6, characterised in that the studs (200) have a size of 500 x 300 x 2700mm, the external surfaces of the studs (200) being provided with a galvanised punched mesh.