CN214500232U

CN214500232U - Drainage pipeline supporting construction

Info

Publication number: CN214500232U
Application number: CN202120803466.0U
Authority: CN
Inventors: 臧贵贺
Original assignee: Zhongcheng Landscape Engineering Co ltd
Current assignee: Zhongcheng Landscape Engineering Co ltd
Priority date: 2021-04-19
Filing date: 2021-04-19
Publication date: 2021-10-26
Anticipated expiration: 2031-04-19

Abstract

The utility model relates to a drainage pipeline supporting construction, belong to plumbing construction field, first sleeve pipe including two mutual parallel arrangement, all first sleeve pipes all are provided with and are used for supporting first sheathed tube portal frame subassembly from the side, two portal frame subassemblies are kept away from first sleeve pipe position department and all are provided with the second sleeve pipe, two the common fixedly connected with of first sleeve pipe a plurality of elastic first curb plates that have, two the common fixedly connected with of second sleeve pipe a plurality of elastic second curb plates that have, all first curb plates are close to the equal fixedly connected with in irrigation canals and ditches lateral wall one side and can fill the first gasbag of gassing, all second curb plates are close to the equal fixedly connected with in irrigation canals and ditches lateral wall one side and can fill the second gasbag of gassing, first gasbag and second gasbag homoenergetic butt in the lateral wall of irrigation canals and ditches. The method and the device improve the situation that the ditch is easy to be disturbed by construction equipment and road vehicles to collapse.

Description

Drainage pipeline supporting construction

Technical Field

The application relates to the field of water supply and drainage construction, in particular to a drainage pipeline supporting structure.

Background

At present, in the municipal construction process, when a pipeline is laid, a ditch needs to be excavated, the pipeline to be laid is placed in the ditch, and workers erect the pipeline and splice the pipeline section by section.

Among the related art, a chinese utility model patent document of publication No. CN212318989U discloses a pipeline supporting device for natural gas division adopts, including first support column, the downside fixed mounting of first support column has the base, the outside fixed mounting of base has the mount pad, the inside of first support column is provided with the pivot, the one end of pivot extends to the outside of first support column, and the one end fixedly connected with adjust knob of pivot, the first bevel gear of other end fixedly connected with of pivot, first bevel gear's surface engagement has second bevel gear, the inside fixed mounting of first support column has the backup pad, second bevel gear's upside fixedly connected with threaded rod. The utility model discloses a setting of first support column, pivot, adjust knob, first bevel gear, second bevel gear, threaded rod, second support column and mounting panel through rotating adjust knob, realizes the change of mounting panel height to the convenience is adjusted strutting arrangement's height according to the demand, has promoted the practicality of device.

In view of the above-mentioned related art, the inventor believes that a worker is vulnerable to collapse of an excavated trench due to disturbance of construction equipment and road vehicles during the process of splicing pipelines.

SUMMERY OF THE UTILITY MODEL

In order to improve the condition that the irrigation canals and ditches are susceptible to the disturbance of construction equipment and road vehicles and collapse, the application provides a drainage pipeline supporting structure.

The application provides a drain line supporting construction adopts following technical scheme:

the utility model provides a drainage pipeline supporting construction, including two mutual parallel arrangement's first sleeve pipe, all first sleeve pipes all are provided with and are used for supporting first sheathed tube portal frame subassembly from the side, two portal frame subassemblies are kept away from first sleeve pipe position department and all are provided with the second sleeve pipe, a plurality of first curb plates of the common fixedly connected with of two first sleeve pipes, a plurality of second curb plates of the common fixedly connected with of two second sleeve pipes, all first curb plates are close to equal fixedly connected with in irrigation canals and ditches lateral wall one side and can fill the first gasbag of gassing, all second curb plates are close to equal fixedly connected with in irrigation canals and ditches lateral wall one side and can fill the second gasbag of gassing, first gasbag and second gasbag homoenergetic butt in the lateral wall of irrigation canals and ditches.

By adopting the scheme, after the ditch for laying municipal pipelines is dug, workers put the whole supporting structure into the ditch, the length of the gantry assembly is adjusted, the first sleeve and the second sleeve are respectively abutted to two side walls of the ditch, then the workers inflate the first airbag and the second airbag, the first airbag and the second airbag are abutted to the side walls of the ditch, and the first airbag, the second airbag and the gantry assembly reduce the probability of collapse of the ditch due to construction disturbance and automobile vibration.

Preferably, the portal frame subassembly includes sliding connection in the first montant of first sleeve, first montant slides along first sleeve length direction, the equal fixedly connected with slide bar in first gasbag one side is kept away from to all first montants, the equal sliding connection in first montant position department is kept away from to all slide bars has the loop bar, the loop bar slides along slide bar length direction, the equal fixedly connected with second montant of first montant one end is kept away from to all loop bars, the second montant sets up along first montant length direction, the equal sliding connection of two second montants is in the second sleeve pipe, the second sleeve pipe slides along second montant length direction, the equal threaded connection of all loop bars has the third locking bolt, the lateral wall that the third locking bolt runs through the loop bar sets up, the third locking bolt is close to slide bar one end can the butt in the slide bar.

Through adopting above-mentioned scheme, put into the irrigation canals and ditches with whole back of putting into of equipment, the workman makes first sleeve pipe and second sleeve pipe butt in the lateral wall of irrigation canals and ditches according to the position of the width adjustment loop bar and slide bar of irrigation canals and ditches, screws up third locking bolt after the loop bar is adjusted to suitable position, with the position fixation of loop bar and slide bar, reduces the irrigation canals and ditches and collapses the probability of overwhelming first sleeve pipe and second sleeve pipe.

Preferably, all loop bars are provided with an arc-shaped bracket.

By adopting the scheme, a worker places the pipeline to be laid on the bracket, the probability that the pipeline is damaged by extrusion in the construction process is reduced, and meanwhile, the pipeline is erected so that the worker can butt and fix the two sections of pipelines.

Preferably, all the brackets are fixedly connected with the buffer layer with elasticity.

By adopting the scheme, the buffer layer absorbs the friction and impact between the pipeline and the bracket, the probability of abrasion and breakage of the pipeline in the laying process is reduced, the service life of the pipeline is prolonged, and the probability of accidental damage of the pipeline underground is reduced.

Preferably, all loop bars all overlap and are equipped with the third sleeve pipe, and third sleeve pipe sliding connection is in the loop bar, and the third sleeve pipe slides along loop bar length direction, and third sleeve pipe threaded connection has a fourth locking bolt, and the fourth locking bolt runs through the setting of third sleeve pipe lateral wall, and the fourth locking bolt is close to loop bar one end and can supports in the loop bar, and bracket connection is in the third sleeve pipe.

Through adopting above-mentioned scheme, according to construction needs and site environment, the position of bracket on the loop bar can utilize third sleeve adjustment oneself to the bracket, and the position of bracket is stabilized to the third sleeve after the fourth locking bolt fixes and adjusts.

Preferably, all first sleeve pipe one sides all threaded connection have first locking bolt, and first locking bolt runs through first sleeve pipe lateral wall setting, and first locking bolt is close to first montant one end can the butt in first montant, and all second sleeve pipe one sides all threaded connection have second locking bolt, and second locking bolt runs through second sleeve pipe lateral wall setting, and second locking bolt is close to second montant one end can the butt in second montant.

By adopting the scheme, the height of the bracket relative to the bottom of the ditch needs to be adjusted by a worker due to the requirement of terrain or pipeline butt joint in the construction process, and the worker can screw the first locking bolt and the second locking bolt to fix the height of the bracket after adjusting the height of the bracket by using the first vertical rod and the second vertical rod which can vertically slide.

Preferably, scale marks are arranged on the surfaces of the first vertical rod and the second vertical rod, and all the scale marks are arranged along the length direction of the first vertical rod.

By adopting the scheme, the scales of the first vertical rod and the second vertical rod facilitate the accurate adjustment of the height of the first vertical rod and the second vertical rod by workers, the deflection probability of the bracket is reduced, and the accuracy of pipeline butt joint is improved.

Preferably, all first sleeves and second sleeve are close to equal fixedly connected with of irrigation canals and ditches bottom and prevent subsiding the board, prevent subsiding board and keep away from first sleeve one side and can butt in the irrigation canals and ditches bottom.

By adopting the scheme, the anti-settling plate is abutted to the bottom of the ditch, so that the contact area of the first sleeve and the second sleeve with the ditch is increased, and the probability that the first sleeve and the second sleeve are sunk into soil after bearing is reduced.

In summary, the present application has the following beneficial effects:

1. the first air bag and the second air bag are abutted against the side wall of the ditch, and the first air bag, the second air bag and the portal frame assembly reduce the probability of collapse of the ditch due to construction disturbance and automobile vibration;

2. the position of the loop bar and the position of the sliding bar are adjusted by a worker according to the width of the ditch, so that the first sleeve and the second sleeve are abutted against the side wall of the ditch, the third locking bolt is screwed after the loop bar is adjusted to a proper position, the loop bar and the sliding bar are fixed, and the probability that the first sleeve and the second sleeve are pressed down due to collapse of the ditch is reduced;

3. the anti-settling plate is abutted to the bottom of the ditch, so that the contact area between the first sleeve and the ditch and the contact area between the second sleeve and the ditch are increased, and the probability that the first sleeve and the second sleeve are sunk into soil after bearing is reduced.

Drawings

Fig. 1 is a schematic structural view of a drainage line supporting structure according to an embodiment of the present application;

fig. 2 is a sectional view of a second sleeve of a drain line supporting structure according to an embodiment of the present application;

fig. 3 is a sectional view of a first sleeve of a drain line supporting structure according to an embodiment of the present application;

fig. 4 is a sectional view of a loop bar of a drain line supporting structure according to an embodiment of the present application.

Description of reference numerals: 1. a first sleeve; 11. a first side plate; 12. a first air bag; 13. a first rack; 14. a second rack; 15. a first locking bolt; 151. a first friction pad; 2. a second sleeve; 21. a second side plate; 22. a second air bag; 23. an anti-settling plate; 24. a second locking bolt; 241. a second friction pad; 3. a gantry assembly; 31. a first vertical bar; 32. a slide bar; 33. a loop bar; 331. a third locking bolt; 34. a second vertical bar; 35. scale lines; 4. a third sleeve; 41. a fourth locking bolt; 42. a connecting rod; 43. a bracket; 44. a buffer layer.

Detailed Description

The present application is described in further detail below with reference to figures 1-4.

The embodiment of the application discloses drainage pipeline supporting construction. Referring to fig. 1, including two vertical and the mutual parallel arrangement's of first sleeve pipe 1, two first sleeve pipes 1 are close to the common fixedly connected with a plurality of elastic first curb plates 11 of department of position each other, and all first curb plates 11 are close to equal fixedly connected with in ditch lateral wall one side can fill the first gasbag 12 of gassing, and first gasbag 12 sets up along first curb plate 11 length direction, and first gasbag 12 can butt in the lateral wall of ditch.

Referring to fig. 1 and 2, all first sleeves 1 all are provided with portal frame assembly 3, portal frame assembly 3 includes sliding connection in first sleeve 1's first montant 31, first montant 31 slides along first sleeve 1 length direction, first gasbag 12 one side fixedly connected with slide bar 32 is kept away from to first montant 31, slide bar 32 keeps away from the equal sliding connection in first montant 31 position department and has loop bar 33, loop bar 33 slides along slide bar 32 length direction, the equal fixedly connected with second montant 34 of first montant 31 one end is kept away from to loop bar 33, second montant 34 sets up along first montant 31 length direction, the equal sliding connection of two second montants 34 has second sleeve 2, second sleeve 2 slides along second montant 34 length direction. Two second sleeves 2 are close to one side each other and are fixedly connected with a plurality of elastic second curb plates 21 jointly, and all second curb plates 21 are close to equal fixedly connected with in irrigation canals and ditches lateral wall one side can fill the second gasbag 22 of gassing, and second gasbag 22 can the butt in the lateral wall of irrigation canals and ditches. The whole supporting structure of the worker is put into the ditch, the length of the portal frame component 3 is adjusted, the first sleeve pipe 1 and the second sleeve pipe 2 are respectively abutted to two side walls of the ditch, then the worker inflates the first air bag 12 and the second air bag 22, the first air bag 12 and the second air bag 22 are abutted to the side walls of the ditch, and the first air bag 12, the second air bag 22 and the portal frame component 3 reduce the probability that the ditch collapses due to construction disturbance and automobile vibration.

Referring to fig. 1 and 2, the first vertical rod 31 and the second vertical rod 34 have scale marks 35 on their surfaces, and all the scale marks 35 are disposed along the length direction of the first vertical rod 31. The graduation marks 35 of the first vertical rod 31 and the second vertical rod 34 facilitate the worker to accurately adjust the height of the first vertical rod 31 and the second vertical rod 34. All first sleeve pipes 1 and second sleeve pipe 2 are close to equal fixedly connected with of irrigation canals and ditches bottom and prevent subsiding board 23, prevent subsiding board 23 and keep away from first sleeve pipe 1 one side and can butt in the irrigation canals and ditches bottom. The anti-settling plate 23 is abutted to the bottom of the ditch, so that the contact area between the first sleeve 1 and the second sleeve 2 and the ditch is increased, and the probability that the first sleeve 1 and the second sleeve 2 sink into soil after bearing is reduced.

Referring to fig. 2 and 3, first racks 13 are fixedly connected in all the first sleeves 1 and the second sleeves 2, all the first racks 13 are arranged along the length direction of the first sleeves 1, all the first vertical rods 31 and the second vertical rods 34 are fixedly connected to second racks 14 at positions corresponding to the first racks 13, all the second racks 14 are arranged along the length direction of the first sleeves 1, and the second racks 14 can be meshed with the first racks 13. The first rack 13 and the second rack 14 are engaged to fix the first vertical bar 31 and the second vertical bar 34 at proper height positions. All first sleeve pipes 1 keep away from first rack 13 one side equal threaded connection has first locking bolt 15, first locking bolt 15 runs through first sleeve pipe 1 lateral wall setting, first locking bolt 15 is close to first montant 31 one end can the butt in first montant 31, all second sleeve pipes 2 keep away from first rack 13 one side equal threaded connection has second locking bolt 24, second locking bolt 24 runs through second sleeve pipe 2 lateral wall setting, second locking bolt 24 is close to second montant 34 one end and can the butt in second montant 34. Tightening the first and

second lock bolts

15 and 24 fixes the height of the first and second

vertical bars

31 and 34.

Referring to fig. 2 and 3, a first friction pad 151 having elasticity is fixedly connected to one end of the first locking bolt 15 close to the first rack 13, and the first friction pad 151 can abut against the first vertical rod 31 close to the first vertical rod 31. One end of the second locking bolt 24 close to the first rack 13 is fixedly connected with a second friction pad 241 with elasticity, and one side of the second friction pad 241 close to the second vertical rod 34 can abut against the second vertical rod 34. The first friction pad 151 and the second friction pad 241 increase the friction force of the first locking bolt 15 and the second locking bolt 24, and reduce the probability that the first vertical bar 31 and the second vertical bar 34 slide down.

Referring to fig. 1 and 4, all the loop bars 33 are threadedly connected with third locking bolts 331, the third locking bolts 331 are disposed through the sidewalls of the loop bars 33, and one ends of the third locking bolts 331 near the sliding bars 32 can abut against the sliding bars 32. The worker adjusts the positions of the loop bar 33 and the slide bar 32 according to the width of the ditch, so that the first sleeve 1 and the second sleeve 2 are abutted against the side wall of the ditch, the third locking bolt 331 is screwed after the loop bar 33 is adjusted to a proper position, the loop bar 33 and the slide bar 32 are fixed, and the probability that the first sleeve 1 and the second sleeve 2 are pressed down due to collapse of the ditch is reduced.

Referring to fig. 1 and 4, all the loop bars 33 are sleeved with a third sleeve 4, the third sleeve 4 is slidably connected to the loop bars 33, the third sleeve 4 slides along the length direction of the loop bars 33, the third sleeve 4 is in threaded connection with a fourth locking bolt 41, the fourth locking bolt 41 penetrates through the side wall of the third sleeve 4, and one end of the fourth locking bolt 41, which is close to the loop bars 33, can abut against the loop bars 33. The connecting rods 42 of the vertical setting of all third sleeve pipes 4 fixedly connected with, the curved bracket 43 of the equal fixedly connected with of third sleeve pipe 4 one end is kept away from to all connecting rods 42, and all brackets 43 and the equal fixedly connected with in pipeline contact one side have elastic buffer layer 44. According to the construction requirement and the field environment, the bracket 43 can adjust the position of the bracket 43 on the loop bar 33 by using the third sleeve 4, and the fourth locking bolt 41 fixes the adjusted position of the third sleeve 4 stabilizing bracket 43. The buffer layer 44 absorbs friction and impact between the pipeline and the bracket 43, reduces the probability of abrasion and breakage of the pipeline in the laying process, prolongs the service life of the pipeline, and reduces the probability of accidental damage of the pipeline underground.

The implementation principle of the drainage pipeline supporting structure of the embodiment of the application is as follows: after the ditch for laying the municipal pipeline is dug, a worker puts the whole supporting structure into the ditch, adjusts the positions of the loop bar 33 and the slide bar 32 according to the width of the ditch, so that the first sleeve 1 and the second sleeve 2 are abutted to the side wall of the ditch, screws the third locking bolt 331 after the loop bar 33 is adjusted to a proper position, fixes the positions of the loop bar 33 and the slide bar 32, and reduces the probability that the first sleeve 1 and the second sleeve 2 are pressed down when the ditch collapses.

The first sleeve 1 and the second sleeve 2 are respectively abutted to two side walls of the ditch, then workers inflate the first air bag 12 and the second air bag 22, the first air bag 12 and the second air bag 22 are abutted to the side walls of the ditch, and the first air bag 12, the second air bag 22 and the portal frame assembly 3 reduce the probability of collapse of the ditch due to construction disturbance and automobile vibration.

The embodiment of the application improves the situation that the ditch is easy to be disturbed by construction equipment and road vehicles to collapse.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims

1. The utility model provides a drain line supporting construction, includes two mutual parallel arrangement's first sleeve pipe (1), its characterized in that: all first sleeve pipes (1) all are provided with portal frame subassembly (3) that are used for supporting first sleeve pipe (1) from the side, first sleeve pipe (1) position department is kept away from in two portal frame subassemblies (3) all is provided with second sleeve pipe (2), the common fixedly connected with of two first sleeve pipes (1) is a plurality of elastic first curb plates (11) that have, the common fixedly connected with of two second sleeve pipes (2) is a plurality of elastic second curb plates (21) that have, all first curb plates (11) are close to equal fixedly connected with in irrigation canals and ditches lateral wall one side and can fill first gasbag (12) of gassing, all second curb plates (21) are close to equal fixedly connected with in irrigation canals lateral walls one side and can fill second gasbag (22) of gassing, first gasbag (12) and second gasbag (22) all can butt in the lateral wall of irrigation canals.

2. The supporting structure of a drain line according to claim 1, wherein: the gantry frame assembly (3) comprises first vertical rods (31) connected in a first sleeve (1) in a sliding manner, the first vertical rods (31) slide along the length direction of the first sleeve (1), one sides, far away from the first air bag (12), of all the first vertical rods (31) are fixedly connected with sliding rods (32), positions, far away from the first vertical rods (31), of all the sliding rods (32) are connected with loop bars (33) in a sliding manner, the loop bars (33) slide along the length direction of the sliding rods (32), one ends, far away from the first vertical rods (31), of all the loop bars (33) are fixedly connected with second vertical rods (34), the second vertical rods (34) are arranged along the length direction of the first vertical rods (31), two second vertical rods (34) are connected in a sliding manner to the second sleeve (2), the second sleeve (2) slides along the length direction of the second vertical rods (34), all the loop bars (33) are in threaded connection with third locking bolts (331), the third locking bolt (331) penetrates through the side wall of the loop bar (33), and one end, close to the sliding rod (32), of the third locking bolt (331) can abut against the sliding rod (32).

3. A drain line supporting structure according to claim 2, wherein: all the loop bars (33) are provided with arc-shaped brackets (43).

4. A drain line supporting structure according to claim 3, wherein: all the brackets (43) are fixedly connected with elastic buffer layers (44).

5. A drain line supporting structure according to claim 3, wherein: all loop bars (33) all are equipped with third sleeve pipe (4) by the cover, third sleeve pipe (4) sliding connection is in loop bar (33), third sleeve pipe (4) slide along loop bar (33) length direction, third sleeve pipe (4) threaded connection has fourth locking bolt (41), fourth locking bolt (41) run through third sleeve pipe (4) lateral wall setting, fourth locking bolt (41) are close to loop bar (33) one end and can butt in loop bar (33), bracket (43) are connected in third sleeve pipe (4).

6. A drain line supporting structure according to claim 3, wherein: all equal threaded connection in first sleeve pipe (1) one side has first locking bolt (15), first locking bolt (15) run through first sleeve pipe (1) lateral wall setting, first locking bolt (15) are close to first montant (31) one end and can butt in first montant (31), all equal threaded connection in second sleeve pipe (2) one side has second locking bolt (24), second locking bolt (24) run through second sleeve pipe (2) lateral wall setting, second locking bolt (24) are close to second montant (34) one end and can butt in second montant (34).

7. The supporting structure of a drain line according to claim 6, wherein: scale marks (35) have all been seted up on first montant (31) and second montant (34) surface, and all scale marks (35) all set up along first montant (31) length direction.

8. The supporting structure of a drain line according to claim 1, wherein: all first sleeve pipes (1) and second sleeve pipes (2) are close to equal fixedly connected with in irrigation canals and ditches bottom one end and prevent subsiding board (23), prevent subsiding board (23) keep away from first sleeve pipe (1) one side can the butt in the irrigation canals and ditches bottom.