CN113802670B - Assembly type temporary pipeline comprehensive arrangement structure - Google Patents
Assembly type temporary pipeline comprehensive arrangement structure Download PDFInfo
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- CN113802670B CN113802670B CN202111240925.XA CN202111240925A CN113802670B CN 113802670 B CN113802670 B CN 113802670B CN 202111240925 A CN202111240925 A CN 202111240925A CN 113802670 B CN113802670 B CN 113802670B
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- drainage ditch
- assembled
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- pipeline
- construction
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
- E03F3/046—Open sewage channels
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/06—Gully gratings
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L3/00—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets
- F16L3/02—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets partly surrounding the pipes, cables or protective tubing
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- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02G—INSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
- H02G3/00—Installations of electric cables or lines or protective tubing therefor in or on buildings, equivalent structures or vehicles
- H02G3/30—Installations of cables or lines on walls, floors or ceilings
- H02G3/32—Installations of cables or lines on walls, floors or ceilings using mounting clamps
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The invention discloses an assembled type temporary pipeline comprehensive arrangement structure which comprises a construction site assembled drainage ditch and temporary pipeline pipelines, wherein the assembled drainage ditch is combined with the temporary pipeline pipelines of a construction site, and the invention relates to the technical field of the comprehensive arrangement of temporary facility pipelines in building construction. Through the assembled escape canal of the formation of U type precast concrete escape canal component to place the fire control pipe in assembled escape canal bottom, fire control pipe upper portion installation T type angle steel is used for erectting the cable, is under construction the feed pipe, and cast iron water grate is laid on assembled escape canal upper portion, utilizes the structure of assembled escape canal itself to seal the protection to the interim pipeline of construction, and to a great extent has reduced pipeline breakage rate.
Description
Technical Field
The invention relates to the technical field of comprehensive arrangement of temporary facility pipelines in building construction, in particular to an assembly type comprehensive arrangement structure of temporary pipelines.
Background
The modern building construction is very common to the comprehensive arrangement of temporary facility pipelines, under the common condition, temporary facilities such as water, electricity, fire control and drainage on a construction site can be buried underground for protecting power cables and fire water, drainage needs to be carried out by constructing a drainage ditch independently, a temporary water supply pipe needs to be laid clearly so as to be inspected at any time and needs to be additionally provided with protective measures, the process is complex, manpower, material resources and financial resources are wasted, the site construction site is occupied, the later maintenance is difficult, and the method is very difficult under the restriction conditions of complex engineering environmental conditions, insufficient construction site and the like.
Disclosure of Invention
The invention provides an assembled temporary pipeline comprehensive arrangement structure, which solves the problems in the background technology.
In order to achieve the purpose, the invention is realized by the following technical scheme: an assembled type temporary pipeline comprehensive arrangement structure comprises a construction site assembled drainage ditch and temporary pipeline pipelines, wherein the temporary pipeline pipelines are arranged inside the construction site assembled drainage ditch;
the assembled drainage ditch comprises a U-shaped precast concrete drainage ditch component, a graded broken stone water stabilization layer, a pulverized coal layer and a cast iron water grate, wherein the U-shaped precast concrete drainage ditch component is a component with a primary groove and a secondary groove so as to be spliced firmly, the edge of the U-shaped precast concrete drainage ditch component is a tongue-and-groove, and the cast iron water grate is paved on the upper part of the tongue-and-groove of the U-shaped precast concrete drainage ditch component.
As a further scheme of the invention: interim pipeline line includes fire control pipe, building site cable, construction feed pipe, T type angle steel and plastics fixing clip, the web position welded fastening of T type angle steel has L type otic placode, T type angle steel and L type otic placode utilize to penetrate the nail and fix on the lateral wall on the inside both sides in assembled escape canal, the plastics fixing clip passes through adhesive fixation on T type angle steel upper portion, T type angle steel passes through the plastics fixing clip and blocks the building site cable and construct the feed pipe, the fire control pipe can tile in assembled escape canal bottom.
As a further scheme of the invention: the pipeline fixing part comprises an X-shaped clamp and Fang Tuiban, a clamping opening is formed in one side, close to the fire fighting pipe, of the X-shaped clamp, a hook block is fixedly arranged on a port of one side, far away from the clamping opening, of the X-shaped clamp, two guide connecting rods are fixedly arranged on the surface of one side of the square push plate, a push block is fixedly arranged on a port, far away from the square push plate, of each guide connecting rod, and a U-shaped hook plate is arranged on each guide connecting rod in a penetrating mode.
As a further scheme of the invention: the U-shaped hook plate is matched with the hook block on the X-shaped clamp.
As a further scheme of the invention: the assembled escape canal combines together with the interim pipeline of construction site, realizes that building site drainage measure and power consumption water and fire control measure fuse the effect through T type angle steel, simplifies the operation of on-the-spot interim facility, economizes the ground material saving, saves time and saves labour, practices thrift construction measure expense and moreover, makes things convenient for the later stage to the maintenance of interim facility comprehensive pipeline.
As a further scheme of the invention: the installation steps are as follows:
step S1: paying off according to the plan of a drawing, releasing the positioning and the width of the assembled drainage ditch, and excavating a soil groove meeting the depth and the width of the assembled drainage ditch by soil;
step S2: replacing and filling a graded broken stone water stabilization layer and a pulverized coal layer, wherein the graded broken stone water stabilization layer is 15cm thick, and the pulverized coal layer is 10cm thick, placing U-shaped precast concrete drainage ditch components on the replacement and filling layer according to a drawing method, assembling, and filling and compacting the abutted seams by waterproof anti-crack mortar;
and step S3: placing a fire fighting pipe at the bottom of the assembled drainage ditch, installing the fire fighting pipe by using a pipeline fixing piece, after the fire fighting pipe is installed and water is normally supplied, fixing T-shaped angle steel on the side walls at two sides in the assembled drainage ditch by using a shooting nail at the middle position in the assembled drainage ditch according to the space requirement;
and step S4: adhering a plastic fixing clamp on the upper part of the T-shaped angle steel by using glue according to a certain interval, then clamping a construction site cable and a construction water supply pipe in the plastic fixing clamp, and then tiling and straightening;
step S5: and finally, laying a cast iron water grate on the upper part of the assembled drainage ditch, longitudinally laying structural members of the cast iron water grate, and tightly butting the abutted seams.
The invention provides an assembled temporary pipeline comprehensive arrangement structure. Compared with the prior art, the method has the following beneficial effects:
1. according to the invention, through the combination of the U-shaped precast concrete drainage ditch component assembled drainage ditch, the T-shaped angle steel and the cast iron water grate, the prefabricated concrete drainage ditch has the characteristics of convenience in installation, high disassembly speed, time and labor saving and extremely high turnover rate;
2. according to the invention, the assembled drainage ditch is formed by the U-shaped precast concrete drainage ditch members, the fire fighting pipe is arranged at the bottom of the assembled drainage ditch, the T-shaped angle steel is arranged at the upper part of the fire fighting pipe and used for erecting a cable and constructing a water supply pipe, the cast iron water grate is paved at the upper part of the assembled drainage ditch, and the construction temporary pipeline is protected in a sealing way by utilizing the structure of the assembled drainage ditch, so that the pipeline damage rate is reduced to a great extent;
3. according to the invention, through the combination of the temporary assembly type drainage ditch and the temporary pipeline in the construction site, the construction drainage of the construction site is ensured, the protection effect on the temporary pipeline is better, the breakage rate of the temporary pipeline is reduced to a great extent, and meanwhile, the U-shaped precast concrete drainage ditch member can be detached, recycled and reused, so that the turnover rate of materials for temporary facilities is improved, materials and construction cost are saved, and green construction is realized;
4. according to the invention, the pipeline fixing parts are arranged on the two sides of the fire fighting pipe to ensure the position of the fire fighting pipe during installation, so that the installation time is not too long due to the offset of the pipeline placement, and the installation is convenient.
Drawings
In order to facilitate understanding for those skilled in the art, the present invention will be further described with reference to the accompanying drawings.
FIG. 1 is a schematic structural diagram of an assembled temporary pipeline integrated arrangement structure according to the present invention;
FIG. 2 is a view showing the construction of the fabricated drain of the present invention;
FIG. 3 is a structural view of T-shaped angle iron of the present invention;
FIG. 4 is a schematic diagram of a temporary pipeline layout according to the present invention;
FIG. 5 is a structural view of a cast iron water grate structure according to the present invention;
fig. 6 is a view of the structure of the pipe fixing member of the present invention.
In the figure: 1. an assembled drainage ditch; 2. a temporary pipeline; 3. u-shaped precast concrete drainage ditch components; 4. grading a crushed stone water stabilization layer and a pulverized coal layer; 7. t-shaped angle steel; 8. an L-shaped ear plate; 9. shooting a nail; 10. a fire hose; 11. a worksite cable; 12. constructing a water supply pipe; 13. a plastic fixing clip; 14. casting a water grate; 15. a cast iron water grate structural member; 16. a pipeline fixing member; 161. a square push plate; 162. a U-shaped hook plate; 163. a guide link; 164. hooking the block; 165. an X-shaped clamp; 166. clamping the opening; 167. and (7) pushing the block.
Detailed Description
To further illustrate the technical means and effects of the present invention adopted to achieve the predetermined objects, the following detailed description of the embodiments, structures, features and effects according to the present invention will be given with reference to the accompanying drawings and preferred embodiments.
Referring to fig. 1 to 6, an integrated arrangement structure of an assembled temporary pipeline includes a construction site assembled drainage ditch 1 and a temporary pipeline 2, wherein the assembled drainage ditch 1 is combined with the temporary pipeline 2 of a construction site;
the assembled drainage ditch 1 comprises a U-shaped precast concrete drainage ditch component 3, a graded crushed stone water stabilization layer and pulverized coal layer 4,U type precast concrete drainage ditch component 3, the U-shaped precast concrete drainage ditch component 3 is a component with a primary groove and a secondary groove, so that splicing is firm, the edge of the U-shaped precast concrete drainage ditch component 3 is a rabbet, a cast iron water grate 14 is laid on the upper part of the rabbet of the U-shaped precast concrete drainage ditch component 3, and a plurality of cast iron water grates 14 are assembled into a cast iron water grate structural component 15.
The pipeline fixing part 16 is arranged on each of two sides of the fire fighting pipe 10, the pipeline fixing part 16 comprises an X-shaped clamping piece 165 and a square push plate 161, a clamping opening 166 is formed in one side, close to the fire fighting pipe 10, of the X-shaped clamping piece 165, a hook block 164 is fixedly arranged on a port, far away from the clamping opening 166, of one side of the X-shaped clamping piece 165, two guide connecting rods 163 are fixedly arranged on the surface of one side of the square push plate 161, a push block 167 is fixedly arranged on a port, far away from the square push plate 161, of each guide connecting rod 163, a U-shaped hook plate 162 is arranged on each guide connecting rod 163 in a penetrating mode, and the U-shaped hook plate 162 is matched with the hook block 164 on the X-shaped clamping piece 165.
The whole fire-fighting pipe 10 is positioned to prevent the position change and the position deviation during the pipeline installation.
The temporary pipeline 2 comprises a fire fighting pipe 10, a construction site cable 11, a construction water supply pipe 12, T-shaped angle steel 7 and a plastic fixing clamp 13, an L-shaped ear plate 8,T type angle steel 7 and the L-shaped ear plate 8 are fixedly welded at the web plate position of the T-shaped angle steel 7 and are fixed on the side walls of two sides inside the assembled drainage ditch 1 through a shooting nail 9, the plastic fixing clamp 13 is fixed at the upper part of the T-shaped angle steel 7 through gluing, and the T-shaped angle steel 7 clamps the construction site cable 11 and the construction water supply pipe 12 through the plastic fixing clamp 13 and keeps a distance between the two; the fire hose 10 may be laid flat on the bottom of the fabricated drain 1.
The working method of the temporary pipeline comprehensive arrangement structure specifically comprises the following steps:
step S1: paying off according to a drawing plan, releasing the positioning and the width of the assembled drainage ditch 1, and excavating a soil groove meeting the depth and the width of the assembled drainage ditch 1 in the earthwork;
step S2: replacing and filling a graded broken stone water stabilization layer and a pulverized coal layer 4, wherein the graded broken stone water stabilization layer is generally 15cm thick, the pulverized coal layer is generally 10cm thick, placing a U-shaped precast concrete drainage ditch component 3 on the replacement and filling layer according to a drawing method, then assembling, and filling and compacting the abutted seams by using waterproof anti-crack mortar;
and step S3: the method comprises the following steps that a fire fighting pipe 10 is placed at the bottom of an assembled drainage ditch 1, the fire fighting pipe 10 is installed by utilizing a pipeline fixing piece 16, after the fire fighting pipe is installed and water is normally supplied, T-shaped angle steel 7 is fixed on the side walls of two sides in the assembled drainage ditch 1 at the middle position in the assembled drainage ditch 1 by using a shooting nail 9 according to a certain distance requirement;
and step S4: the plastic fixing clamp 13 is adhered to the upper part of the T-shaped angle steel 7 by using adhesive according to a certain distance, then the construction site cable 11 and the construction water supply pipe 12 are clamped in the plastic fixing clamp 13, and the plastic fixing clamp is tiled smoothly, so that a certain distance is kept between the construction site cable and the construction water supply pipe 12, and the problems of electric leakage and electric shock are avoided;
step S5: finally, laying a cast iron water grate 14 on the upper part of the assembled drainage ditch 1, wherein the cast iron water grate structural member 15 is laid longitudinally and the abutted seams are tight; and regularly wash the inside earth of assembled escape canal 1 or other building rubbish, avoid causing the corruption to interim pipeline 2.
According to the invention, the temporary assembled drainage ditch 1 and the temporary pipeline 2 in the construction site are combined, the construction is carried out in an assembled manner, the operation is convenient, the construction drainage in the construction site is ensured, the protection effect on the temporary pipeline 2 is better, the breakage rate of the temporary pipeline 2 is reduced to a great extent, the turnover rate of the temporary pipeline 2 is improved, the U-shaped precast concrete drainage ditch component 3 can be recycled at the later stage, the material is saved, the labor is saved, the construction cost is saved, and the construction is green.
Although the present invention has been described with reference to the preferred embodiments, it will be understood by those skilled in the art that various changes may be made and equivalents may be substituted for elements thereof without departing from the scope of the present invention.
Claims (3)
1. An assembled temporary pipeline comprehensive arrangement structure is characterized in that: the construction site assembly type drainage ditch comprises a construction site assembly type drainage ditch (1) and a temporary pipeline (2), wherein the temporary pipeline (2) is arranged inside the construction site assembly type drainage ditch (1);
the assembled drainage ditch (1) comprises a U-shaped precast concrete drainage ditch component (3), a graded broken stone water stabilization layer and a pulverized coal layer (4), wherein the U-shaped precast concrete drainage ditch component (3) is a component with a primary groove and a secondary groove, the edge of the U-shaped precast concrete drainage ditch component (3) is a rabbet, a cast iron water grate (14) is paved on the upper part of the rabbet of the U-shaped precast concrete drainage ditch component (3), and a plurality of cast iron water grates (14) are assembled into a cast iron water grate structural component (15);
the temporary pipeline (2) comprises a fire fighting pipe (10), a construction site cable (11), a construction water supply pipe (12), T-shaped angle steel (7) and a plastic fixing clamp (13), wherein an L-shaped lug plate (8) is welded and fixed at the web position of the T-shaped angle steel (7), the T-shaped angle steel (7) and the L-shaped lug plate (8) are fixed on the side walls of two sides inside the assembly type drainage ditch (1) through a shooting nail (9), the plastic fixing clamp (13) is fixed on the upper portion of the T-shaped angle steel (7) through adhesion, the T-shaped angle steel (7) clamps the construction site cable (11) and the construction water supply pipe (12) through the plastic fixing clamp (13), and the fire fighting pipe (10) is tiled at the bottom of the assembly type drainage ditch (1);
the pipeline fixing part (16) is arranged on each of two sides of the fire fighting pipe (10), the pipeline fixing part (16) comprises an X-shaped clamping piece (165) and a Fang Tuiban (161), a clamping opening (166) is formed in one side, close to the fire fighting pipe (10), of the X-shaped clamping piece (165), a hook block (164) is fixedly arranged on a port of one side, far away from the clamping opening (166), of the X-shaped clamping piece (165), two guide connecting rods (163) are fixedly arranged on the surface of one side of the square push plate (161), a push block (167) is fixedly arranged on a port, far away from the square push plate (161), of each guide connecting rod (163), and a U-shaped hook plate (162) is arranged on each guide connecting rod (163) in a penetrating mode.
2. An assembled temporary pipeline complex arrangement structure according to claim 1, wherein: the U-shaped hook plate (162) is matched with a hook block (164) on the X-shaped clamp (165).
3. An assembled temporary pipeline complex arrangement structure according to claim 1, wherein: the installation steps are as follows:
step S1: paying off according to the plan of a drawing, releasing the positioning and the width of the assembled drainage ditch (1), and excavating a soil groove meeting the depth and the width of the assembled drainage ditch (1) by soil;
step S2: replacing and filling a graded broken stone water stabilization layer and a pulverized coal layer (4), wherein the graded broken stone water stabilization layer is 15cm thick, the pulverized coal layer is 10cm thick, then placing a U-shaped precast concrete drainage ditch component (3) on the replacement and filling layer according to a drawing method, assembling, and filling and compacting the abutted seams by using waterproof anti-crack mortar;
and step S3: placing a fire fighting pipe (10) at the bottom of the assembled drainage ditch (1), installing the fire fighting pipe (10) by using a pipeline fixing piece (16), after the installation of the fire fighting pipe (10) is finished and water is normally supplied, fixing T-shaped angle steel (7) on the side walls at two sides in the assembled drainage ditch (1) according to the distance and space requirements which are measured in advance by using a shooting nail (9) at the middle position in the assembled drainage ditch (1);
and step S4: sticking a plastic fixing clamp (13) to the upper part of the T-shaped angle steel (7) by gluing according to the distance and space requirement measured in advance, then clamping a construction site cable (11) and a construction water supply pipe (12) in the plastic fixing clamp (13), and then tiling and straightening;
step S5: and finally, laying a cast iron water grate (14) on the upper part of the assembled drainage ditch (1), longitudinally laying a cast iron water grate structural member (15), and tightly butting the abutted seams.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111240925.XA CN113802670B (en) | 2021-10-25 | 2021-10-25 | Assembly type temporary pipeline comprehensive arrangement structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111240925.XA CN113802670B (en) | 2021-10-25 | 2021-10-25 | Assembly type temporary pipeline comprehensive arrangement structure |
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| CN113802670A CN113802670A (en) | 2021-12-17 |
| CN113802670B true CN113802670B (en) | 2023-02-28 |
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| CN202111240925.XA Active CN113802670B (en) | 2021-10-25 | 2021-10-25 | Assembly type temporary pipeline comprehensive arrangement structure |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN106759476A (en) * | 2016-12-06 | 2017-05-31 | 绍兴明煌建材科技有限公司 | A kind of assembled municipal administration comprehensive pipeline passage and its construction method |
| CN207559514U (en) * | 2017-08-23 | 2018-06-29 | 中交第四公路工程局有限公司 | A kind of gutter formula pipeline layout arrangement apparatus |
| CN208717954U (en) * | 2018-08-24 | 2019-04-09 | 云南建丰建筑工程有限公司 | A kind of integrated pipe canal applied to city section water power route arrangement |
| CN109695247A (en) * | 2019-01-04 | 2019-04-30 | 杭州江润科技有限公司 | Deep foundation pit temporary pipeline comprehensive arrangement system and construction method |
| CN211516722U (en) * | 2019-11-30 | 2020-09-18 | 陈菁菁 | Positioning device for pipe machining |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6969215B2 (en) * | 2004-03-11 | 2005-11-29 | Duncan Kenneth R | Method and apparatus for laying pipe on an incline |
| CN211422557U (en) * | 2019-11-21 | 2020-09-04 | 泉州市高谦机械产品有限公司 | Clamping mechanism used after positioning of full-rotation full-casing drilling machine |
-
2021
- 2021-10-25 CN CN202111240925.XA patent/CN113802670B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759476A (en) * | 2016-12-06 | 2017-05-31 | 绍兴明煌建材科技有限公司 | A kind of assembled municipal administration comprehensive pipeline passage and its construction method |
| CN207559514U (en) * | 2017-08-23 | 2018-06-29 | 中交第四公路工程局有限公司 | A kind of gutter formula pipeline layout arrangement apparatus |
| CN208717954U (en) * | 2018-08-24 | 2019-04-09 | 云南建丰建筑工程有限公司 | A kind of integrated pipe canal applied to city section water power route arrangement |
| CN109695247A (en) * | 2019-01-04 | 2019-04-30 | 杭州江润科技有限公司 | Deep foundation pit temporary pipeline comprehensive arrangement system and construction method |
| CN211516722U (en) * | 2019-11-30 | 2020-09-18 | 陈菁菁 | Positioning device for pipe machining |
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| CN113802670A (en) | 2021-12-17 |
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