CN204174953U - Temporory structure integrated rain-proof is anti-pounds canopy - Google Patents

Abstract

An integrated rainproof and anti-smashing shelter for temporary facilities, including at least three trusses, columns and purlins connected to the trusses, and a plane anti-smashing layer panel and a slope rainproof layer panel, and two trusses are connected under each truss Columns, the middle and lower part of the truss are connected with a row of purlins, the horizontal height of the purlins decreases from the middle position of the truss to the two ends of the truss in turn, the rainproof layer panels are connected to the purlins, and the two sides of the adjacent trusses are respectively The side beams are connected, and a row of beams are evenly spaced on the opposite side beams, and the anti-smashing layer panels are connected to the beams. The utility model has simple structure and convenient connection, and the disassembly process will not damage the components. According to the construction needs on site, trusses of different sizes can be designed to change the width of the shed body, but the connection mode between the truss and other components and the size of other components are uniform. There is no need to change, and the universal adaptability of the shed body is increased, making it more flexible and extensive in use. Can be widely used in construction site protection facilities.

Description

Integrated rain-proof and smash-proof shed for temporary facilities

technical field

The utility model relates to a protection facility for a building construction site.

Background technique

In the construction site, adjacent to the building or located in the area covered by the tower crane on the construction site, the construction personnel and mechanical equipment are at great risk of being injured by falling objects. In order to ensure the safety of the construction site personnel and mechanical equipment, a passageway larger than The roof of the shed should be fully paved with scaffolding boards not less than 50mm thick, and this anti-smashing requirement should be extended to other temporary facilities on the construction site. However, the anti-smashing and rain-proof functions of the current shed cannot be organically combined , and the versatility of the protective shed is poor, the turnover and reuse rate is low, and the disassembly process is relatively complicated and the efficiency is low.

Utility model content

The purpose of the utility model is to provide an integrated rain-proof and smash-proof shed for temporary facilities, which solves the technical problems of complicated disassembly and assembly and low efficiency; and solves the problems of poor versatility and low turnover utilization rate of the shed.

In order to achieve the above object, the utility model adopts the following technical solutions:

An integrated rainproof and anti-smashing shed for temporary facilities, including at least three trusses, columns and purlins connected to the trusses, and a plane anti-smashing layer panel and a slope rainproof layer panel, and two trusses are connected under each truss Column, the middle and lower part of the truss is connected with a row of purlins, the horizontal height of the purlins decreases from the middle position of the truss to the two ends of the truss, the rainproof layer panels are connected to the purlins, and the two sides of the adjacent trusses are respectively The side beams are connected, and a row of beams are evenly spaced on the opposite side beams, and the anti-smashing layer panels are connected to the beams.

There are three webs of the truss, namely a vertical web connected between the midpoint of the upper chord and the lower chord and an oblique web connected between the midpoint of the upper chord and the two ends of the lower chord.

There are four purlins, two of which are located in the middle of the truss and are symmetrically connected to both sides of the vertical web through right-angle corners; the other two are located at the bottom corner of the truss and connected to two oblique on the belly bar.

The side beams include two parallel cross bars, three vertical bars respectively connected to the middle and two ends of the two cross bars, and ear plates connected to the two outer end vertical bars. The head is flush, and the side beam is connected with the connecting plate bolts fixed on the truss through the lug plate.

The crossbeam is connected with the crossbar bolts of the side beam through the right-angle corner code.

The column is connected to the truss through two connected steel plates, one of which is welded to the top of the column, and the other is welded to the bottom of the truss.

The column is connected to the ground through a fixed steel plate fixed at the end of the column.

There are connecting rods connected between the waist and the bottom of the uprights on the side and back of the rainproof and smashing-proof shed, connecting rods are connected between the upper parts of the uprights on the front of the rainproof and smashing-proof shed, and between the connecting rods on the front and the ground. Two short uprights are connected at intervals, and short connecting rods are connected between the short uprights and adjacent uprights.

Described connecting rod is connected with column bolt by right-angle angle code.

The short connecting rods are all connected with the column and the short column bolts through right-angle corner codes.

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

The utility model overcomes the disadvantage of poor versatility of the traditional protective shed, and solves the technical problems of convenient disassembly and assembly and efficiency improvement.

The existing safety passages, safety walkways, carpentry sheds, steel bar processing sheds, small machinery processing sheds, warehouses, dangerous goods warehouses, garbage stations, tea rooms and other scaffoldings have rain-shielding and drainage measures. The roof structure should realize both the anti-smashing layer arranged horizontally and the rainproof layer arranged on double slopes. In addition, in order to realize the versatility of the roof structure, the convenience of installation and disassembly, and the turnover of materials, this practical The newly designed integrated rain-proof and smash-proof shed for temporary facilities.

The utility model has simple structure and convenient connection: the main components are connected by bolts, which is convenient to install, saves time and effort, and ensures work efficiency; the utility model is easy to disassemble, and the components will not be damaged during the disassembly process, ensuring the integrity of materials and components. The turnover utilization rate saves resources; according to the needs of on-site construction, that is, the different functions of the shed body, trusses of different sizes can be designed to change the width of the shed body; in order to achieve the maximum versatility of components, for shed bodies of different widths, The side beams of the same size are used, that is, the connection mode between the truss and other components and the size of other components do not need to be changed, which increases the general adaptability of the shed body and makes it more flexible and extensive; the utility model fully meets the requirements of the specification On the basis of the traditional roof, the rainproof function and the anti-smashing function of the traditional roof are organically combined. While meeting the standardization requirements of temporary facilities, the functionality, versatility, turnaround, and convenience of installation and disassembly of the shed are realized. Hidden requirements greatly reduce on-site welding power consumption and installation costs of temporary facilities, meet the requirements of green construction, and have outstanding economic and social benefits. The utility model fully meets the needs of engineering construction and has promotion value.

The utility model can be widely used in protective facilities on construction sites.

Description of drawings

Below in conjunction with accompanying drawing, the utility model is described in further detail.

Fig. 1 is a structural representation of the utility model.

Fig. 2 is a schematic diagram of the truss structure of the present invention.

Fig. 3 is a schematic diagram of the side beam structure of the present invention.

Fig. 4 is a schematic diagram of the connection structure of the truss and the side beam of the present invention.

Fig. 5 is a schematic diagram of the connection structure of the side beam and the corner bracket of the present invention.

Reference signs: 1-column, 2-truss, 3-purlin, 4-short connecting rod, 5-side beam, 6-beam, 7-connecting rod, 8-anti-smashing layer panel, 9-rainproof layer panel, 10 - short uprights.

Detailed ways

Referring to the embodiment shown in Figure 1, this integrated rainproof and anti-smashing shed for temporary facilities includes at least three trusses 2, columns 1 and purlins 3 connected to the trusses 2, and plane anti-smashing layer panels 8 and slope rainproof Layer panel 9, two columns 1 are connected below each truss 2, and the columns 1 are connected to the ground by a fixed steel plate fixed at the end of the column, and the waist and the waist of the column 1 on the side and back of the rainproof anti-smashing shed are Connecting rods 7 are connected between the bottoms, and connecting rods 7 are connected between the upper parts of the uprights on the front of the rainproof and anti-smashing shed. A short connecting rod 4 is connected with the adjacent column 1; a row of purlins 3 is connected to the middle and lower part of the truss 2, and the horizontal height of the purlins 3 decreases from the middle position of the truss to the two ends of the truss, and the upper part of the purlins 3 A rain-proof layer panel 9 is connected, and the rain-proof layer panel 9 adopts a color steel plate, side beams 5 are connected between the two side edges of adjacent trusses 2, and a row of beams 6 is connected to the opposite side beams 5 at even intervals. The anti-smashing layer panel 8 is connected on the crossbeam 6, and the anti-smashing layer panel 8 is formed by fully covering the crossbeam with 50mm thick scaffolding boards.

Referring to Fig. 2, there are three webs of the truss 2, which are vertical webs connected between the midpoint of the upper chord and the lower chord and oblique webs connected between the midpoint of the upper chord and the two ends of the lower chord ; There are four purlins 3, two of which are located in the middle of the truss, symmetrically connected to both sides of the vertical web through right-angle corners; the other two are located at the bottom corner of the truss, connected to two On oblique webs, the purlins connected to the vertical webs are higher than the purlins connected to the oblique webs.

Referring to Fig. 3, the side beam 5 includes two parallel horizontal bars, three vertical bars respectively connected to the middle and two ends of the two horizontal bars, and ear plates connected to the two outer end vertical bars. The outer edge of the side beam is flush with the end of the cross bar, and the side beam 5 is connected with the connecting plate bolts fixed on the truss 2 through the lug plate.

Referring to FIG. 4 , the column 1 is connected to the truss 2 through two connecting steel plates, one of which is welded on the top of the column 1 and the other is welded below the truss 2 .

Referring to Fig. 5, the side beams are connected to the oblique webs through right-angle corners and bolts, and the purlins 3, beams 6, connecting rods 7, and short connecting rods 4 all adopt the same connection method: the purlins 3 The crossbeam 6 is connected with the side beam 5 through the right-angle code and bolts; the connecting rod 7 is connected with the column bolts through the right-angle code and bolts; the short connection Bar 4 is all connected with column and short column bolt by right-angle corner code.

The installation process of the present utility model, concrete steps are as follows:

Step 1, according to the requirements of the construction site, the column 1 is installed, and the column is fixed on the concrete ground by fixing the steel plate.

Step 2: Connect the connecting rod 7 between the side and back columns through right-angle corners, and connect the connecting rod 7, the short column 10 and the short connecting rod 4 between the front columns, and there are reserved access passages between the short columns.

Step 3, connecting and fixing the corresponding connecting steel plates on the truss 2 and the column 1 through bolts, so as to fix the three trusses on the column.

Step 4, connect the side beams 5 between the trusses: connect and fix the lug plates on the side beams with the fixed plates on the trusses through bolts, and the side beams are fixed with evenly spaced right-angle corner codes; the corresponding positions on the web members of the trusses Also be fixed with right-angle angle sign indicating number.

Step 5: Connect the purlins and side beams to the corresponding right-angle corners on the web members of the truss through bolts.

Step 6, laying fixed color steel plates on the purlins and side beams as the rainproof layer panel 9.

Step 7, connect the beam 6 to the opposite side beam, and connect it to the right-angle corner bracket on the side beam through bolts.

Step 8, fully paving and connecting scaffolding boards on the beams as the anti-smashing layer panel 8, so far, the assembly construction of the integrated rainproof and anti-smashing shed for temporary facilities is completed.

When dismantling the integrated rain-proof and smash-proof shed for temporary facilities, you only need to remove the bolts in sequence from step 8 to step 1 to complete the dismantling construction of the integrated rain-proof and smash-proof shed for temporary facilities.

Claims (10)

1. An integrated rainproof and anti-smashing shed for temporary facilities, including at least three trusses (2), columns (1) and purlins (3) connected to the trusses (2), and plane anti-smashing panels (8) and The slope rainproof layer panel (9), is characterized in that: the bottom of each truss (2) is connected with two columns (1), and the middle and lower part of the truss (2) is connected with a row of purlins (3), and the purlins The horizontal height of (3) decreases sequentially from the middle position of the truss to both ends of the truss, the rainproof layer panels (9) are connected to the purlins (3), and the edges on both sides of the adjacent trusses (2) are respectively connected to the Beams (5), opposite side beams (5) are connected with a row of beams (6) evenly spaced above, and the beams (6) are connected with anti-smashing layer panels (8). 2. The integrated rain-proof and smash-proof shed for temporary facilities according to claim 1, characterized in that: there are three web members of the truss (2), which are respectively vertical bars connected between the midpoints of the upper chord and the lower chord. Straight webs and diagonal webs connected at the midpoint of the top chord and at both ends of the bottom chord. 3. The integrated rain-proof and smash-proof shed for temporary facilities according to claim 2, characterized in that there are four purlins (3), two of which are located in the middle of the truss and symmetrically connected in the vertical The two sides of the web; the other two are located at the bottom corner of the truss and connected to the two oblique webs through right-angle corner codes. 4. The integrated rain-proof and smash-proof shed for temporary facilities according to claim 1, characterized in that: the side beams (5) include two parallel cross bars, and three cross bars respectively connected to the middle and two ends of the two cross bars. The vertical bar and the ear plates connected with the two outer vertical bars, the outer edge of the ear plate is flush with the end of the cross bar, and the side beam (5) is connected to the truss (2) through the ear plate Plate bolted connection. 5. The integrated rainproof and smash-proof shed for temporary facilities according to claim 4, characterized in that: the crossbeam (6) is connected with the crossbar bolts of the side beam (5) through a right-angle corner code. 6. The integrated rainproof and smash-proof shed for temporary facilities according to claim 1, characterized in that: the column (1) is connected to the truss (2) through two connecting steel plates connected to each other, and the two connecting steel plates are welded together At the top of the column (1), another piece is welded under the truss (2). 7. The integrated rainproof and smash-proof shed for temporary facilities according to claim 1, characterized in that: the upright column (1) is connected to the ground through a fixed steel plate fixed at the end of the upright column (1). 8. The integrated rain-proof and smash-proof shed for temporary facilities according to claim 1, characterized in that: there are connecting rods (7 ), connecting rods (7) are connected between the upper parts of the uprights on the front of the rainproof and anti-smashing shed, and two short uprights (10) are connected between the front connecting rods and the ground at intervals, and the short uprights (10) and Short connecting rods (4) are connected between adjacent columns (1). 9. The integrated rain-proof and smash-proof shed for temporary facilities according to claim 8, characterized in that: the connecting rod (7) is connected to the upright bolts through a right-angle bracket. 10. The integrated rainproof and smash-proof shed for temporary facilities according to claim 8, characterized in that: the short connecting rods (4) are all connected to the uprights and the short uprights with bolts through right-angle corners.