CN113931200A - Construction device for construction site groove and using method - Google Patents
Construction device for construction site groove and using method Download PDFInfo
- Publication number
- CN113931200A CN113931200A CN202111259363.3A CN202111259363A CN113931200A CN 113931200 A CN113931200 A CN 113931200A CN 202111259363 A CN202111259363 A CN 202111259363A CN 113931200 A CN113931200 A CN 113931200A
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- CN
- China
- Prior art keywords
- inserting plate
- limiting
- construction
- picture peg
- spacing
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 238000010276 construction Methods 0.000 title claims abstract description 47
- 238000000034 method Methods 0.000 title claims abstract description 8
- 238000003466 welding Methods 0.000 claims description 12
- 229910001220 stainless steel Inorganic materials 0.000 claims description 6
- 239000010935 stainless steel Substances 0.000 claims description 6
- 238000005260 corrosion Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/06—Foundation trenches ditches or narrow shafts
- E02D17/08—Bordering or stiffening the sides of ditches trenches or narrow shafts for foundations
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/06—Methods of, or installations for, laying sewer pipes
Abstract
The invention discloses a construction device for a groove in a construction site and a using method thereof, belonging to the technical field of construction equipment. The invention comprises a rectangular plate-shaped limiting front inserting plate and a limiting rear inserting plate which are the same in size, wherein flat pedals are vertically arranged at the tops of the limiting front inserting plate and the limiting rear inserting plate, a plurality of lifting holes are formed in the pedals, two circular tube-shaped threaded pipes are vertically arranged at the upper part of the inner wall of the limiting rear inserting plate, two bearings are correspondingly embedded at the upper part of the inner wall of the limiting front inserting plate, and two threaded rods are respectively fixed on the inner rings of the two bearings. The invention can be used as a frame limit for construction of the groove in a construction site, ensures that the construction can be carried out by using an excavator, ensures the flatness of the bottom surface and the side surface of the groove and improves the working efficiency.
Description
Technical Field
The invention relates to the technical field of building equipment, in particular to a construction device for a groove in a building site and a using method of the construction device.
Background
Need excavate a large amount of slots at the job site of building site for diversion, drainage etc. the cross section of slot roughly is isosceles trapezoid and flaring up, all needs the casting concrete on slot bottom surface and side, avoids the dregs of soil to be washed away, otherwise is difficult to satisfy the blowdown demand, and leads to building site underground earth to run off easily. Along with the construction of the construction site building, the groove needs to be changed and excavated again. But the construction of present slot all is manual going on, can't use the construction of small-size excavator, because the roughness of slot bottom surface and side is difficult to guarantee, leads to the construction to waste time and energy, and efficiency is also lower.
Disclosure of Invention
The invention aims to provide a construction device and a use method for a groove of a construction site, which can be used for limiting a frame for groove construction of the construction site, ensure that construction can be carried out by using an excavator, ensure the flatness of the bottom surface and the side surface of the groove and improve the working efficiency.
In order to achieve the purpose, the invention provides the following technical scheme:
the utility model provides a building site slot construction equipment, picture peg and spacing back picture peg before including the rectangular plate-like spacing of size the same, picture peg and spacing back picture peg top all are equipped with flat footboard perpendicularly before spacing, all open a plurality of lewis holes on the footboard, the inner wall upper portion of spacing back picture peg is equipped with two tubular screwed pipes perpendicularly, picture peg inner wall upper portion corresponds to inlay before spacing has two bearings, the inner circle of two bearings is fixed with two threaded rods respectively, two threaded rods respectively with the mutual screw-thread fit of two screwed pipes, the screwed pipe that corresponds, the threaded rod, the bearing is all coaxial.
Preferably, the limiting front inserting plate, the limiting rear inserting plate and the pedal are all made of stainless steel, and the limiting front inserting plate and the limiting rear inserting plate are connected with the pedal through welding.
Preferably, the hanging holes are through holes with concave threads.
Preferably, the threaded pipe and the threaded rod are both made of stainless steel, and the threaded pipe is connected with the limiting rear inserting plate through welding.
Preferably, the bearing is a ball roller bearing, the outer ring of the bearing is connected with the limiting front inserting plate through welding, and the inner ring of the bearing is connected with the threaded rod through welding.
The invention provides another technical scheme:
a method of using a trench construction device for a construction site, comprising the steps of:
s1: rotating the threaded rods in the bearing, screwing the two threaded rods into the threaded pipes to a proper depth, and adjusting the distance between the limiting front inserting plate and the limiting rear inserting plate to be equal to the width of the groove;
s2: then, the pedal is hammered, the limiting front inserting plate and the limiting rear inserting plate are respectively inserted into the ground to a proper depth to form a frame of the groove, and the groove can be dug out between the limiting front inserting plate and the limiting rear inserting plate by using an excavator.
Compared with the prior art, the invention has the beneficial effects that:
the construction device and the use method for the construction site groove can be used as a frame limit for construction of the construction site groove, ensure that construction can be carried out by using an excavator, ensure the flatness of the bottom surface and the side surface of the groove and improve the working efficiency.
Drawings
FIG. 1 is a front view of the present invention;
FIG. 2 is a left side view of the present invention;
fig. 3 is a top view of the present invention.
In the figure: 1. a front plug board is limited; 2. limiting a rear flashboard; 3. a threaded pipe; 4. a threaded rod; 5. a bearing; 6. a pedal; 7. and (4) hoisting holes.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-3, embodiments of the present invention provide: the utility model provides a building site slot construction equipment, picture peg 1 and spacing back picture peg 2 before including the rectangular plate-like spacing of size the same, picture peg 1 all is equipped with flat footboard 6 with spacing back picture peg 2 top perpendicularly before spacing, all open a plurality of lewis holes 7 on the footboard 6, the inner wall upper portion of spacing back picture peg 2 is equipped with two tubular screwed pipe 3 perpendicularly, picture peg 1 inner wall upper portion corresponds to inlay before spacing has two bearings 5, the inner circle of two bearings 5 is fixed with two threaded rods 4 respectively, two threaded rods 4 respectively with the mutual screw-thread fit of two screwed pipe 3, the screwed pipe 3 that corresponds, threaded rod 4, bearing 5 is all coaxial.
Spacing preceding picture peg 1, spacing back picture peg 2, footboard 6 are made by stainless steel, and sturdy and durable, and corrosion resisting property is good, and spacing preceding picture peg 1 and spacing back picture peg 2 all are connected with footboard 6 through the welding. The lifting holes 7 are through holes with concave threads, and the lifting holes 7 can be screwed into a lifting threaded rod or directly penetrate through lifting ropes, so that the limiting front inserting plate 1 and the limiting rear inserting plate 2 can be conveniently lifted. Screwed pipe 3 and threaded rod 4 are made by stainless steel, and are sturdy and durable, and corrosion resisting property is good, and screwed pipe 3 all is connected with spacing back picture peg 2 through the welding. Bearing 5 is ball roller bearing, and bearing 5's outer lane all connects through welding and spacing preceding picture peg 1, and bearing 5's inner circle all is connected with threaded rod 4 through welding, so can ensure before spacing picture peg 1 and bearing 5's the motionless condition of outer lane under, let bearing 5's inner circle and threaded rod 4 can the free rotation to picture peg 1 and spacing back picture peg 2's distance before the adjustment is good.
This building site slot construction equipment can be at the inside rotatory threaded rod 4 of bearing 5 when using, with the suitable degree of depth in the 4 screw in threaded pipe 3 of two threaded rods, picture peg 1 before adjusting spacingly equals with spacing back picture peg 2 distance and slot width, then hammering footboard 6, picture peg 1 inserts the suitable degree of depth in underground respectively with spacing preceding picture peg 1 with spacing back picture peg 2, form the frame of slot, alright use excavator picture peg 1 before spacing and spacing back picture peg 2 in the middle of excavate the slot, construction efficiency is improved, and the roughness of guarantee slot bottom surface and side. This building site slot construction device can be spacing as the frame of building site slot construction, ensures to use the excavator to be under construction, ensures the roughness of trench bottom surface and side, improves work efficiency.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be able to cover the technical solutions and the inventive concepts of the present invention within the technical scope of the present invention.
Claims (6)
1. The utility model provides a building site slot construction equipment, a serial communication port, building site slot construction equipment includes that the same rectangular plate of size is spacing before picture peg (1) and spacing back picture peg (2), picture peg (1) and spacing back picture peg (2) top all are equipped with flat footboard (6) perpendicularly before spacing, all opened a plurality of lewis holes (7) on footboard (6), the inner wall upper portion of spacing back picture peg (2) is equipped with two tubular screwed pipe (3) perpendicularly, picture peg (1) inner wall upper portion corresponds before spacing inlays and has two bearings (5), the inner circle of two bearings (5) is fixed with two threaded rods (4) respectively, two threaded rods (4) respectively with two screwed pipe (3) each other screw-thread fit, screwed pipe (3) that correspond, threaded rod (4), bearing (5) are all coaxial.
2. A construction site trench construction device as set forth in claim 1, wherein: the limiting front inserting plate (1), the limiting rear inserting plate (2) and the pedal (6) are all made of stainless steel, and the limiting front inserting plate (1) and the limiting rear inserting plate (2) are connected with the pedal (6) through welding.
3. A construction site trench construction device as set forth in claim 1, wherein: the lifting holes (7) are through holes with concave threads.
4. A construction site trench construction device as set forth in claim 1, wherein: the threaded pipe (3) and the threaded rod (4) are both made of stainless steel, and the threaded pipe (3) is connected with the limiting rear inserting plate (2) through welding.
5. A construction site trench construction device as set forth in claim 1, wherein: the bearing (5) is a ball roller bearing, the outer ring of the bearing (5) is connected with the limiting front inserting plate (1) through welding, and the inner ring of the bearing (5) is connected with the threaded rod (4) through welding.
6. A method of using a construction site trench working device as claimed in claim 1, comprising the steps of:
s1: rotating the threaded rods (4) in the bearings (5), screwing the two threaded rods (4) into the threaded pipes (3) to a proper depth, and adjusting the distance between the limiting front inserting plate (1) and the limiting rear inserting plate (2) to be equal to the width of the groove;
s2: then hammering the pedal (6), inserting the limiting front inserting plate (1) and the limiting rear inserting plate (2) into the ground to a proper depth respectively to form a frame of a groove, and digging out the groove between the limiting front inserting plate (1) and the limiting rear inserting plate (2) by using an excavator.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111259363.3A CN113931200A (en) | 2021-10-28 | 2021-10-28 | Construction device for construction site groove and using method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111259363.3A CN113931200A (en) | 2021-10-28 | 2021-10-28 | Construction device for construction site groove and using method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN113931200A true CN113931200A (en) | 2022-01-14 |
Family
ID=79284580
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111259363.3A Pending CN113931200A (en) | 2021-10-28 | 2021-10-28 | Construction device for construction site groove and using method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113931200A (en) |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CH351234A (en) * | 1956-05-11 | 1960-12-31 | Heidbreder Gustav | Method and device for bracing construction pits, in particular sewer trenches |
| US5720580A (en) * | 1995-12-22 | 1998-02-24 | Kvh Verbautechnik Gmbh | Apparatus for and method of shoring a trench |
| EP2261424A2 (en) * | 2009-06-10 | 2010-12-15 | SBH TIEFBAUTECHNIK GmbH | Shoring box for shoring trenches |
| CN206667268U (en) * | 2017-03-31 | 2017-11-24 | 中交第二航务工程局有限公司 | A kind of device for channel excavation supporting |
| CN210658381U (en) * | 2019-09-02 | 2020-06-02 | 侯书兰 | Detachable temporary support for constructional engineering construction |
| CN211200406U (en) * | 2019-11-11 | 2020-08-07 | 中铁建苏州设计研究院有限公司 | Pipeline slot supporting device |
| CN112411562A (en) * | 2020-11-04 | 2021-02-26 | 河南五建建设集团有限公司 | Detachable foundation pit supporting structure and using method thereof |
| CN113136876A (en) * | 2021-03-19 | 2021-07-20 | 中国建筑第八工程局有限公司 | Construction method of pipe trench |
| CN214328893U (en) * | 2021-01-15 | 2021-10-01 | 李永光 | Deep foundation pit supporting structure |
| CN113463649A (en) * | 2021-06-24 | 2021-10-01 | 湖南新禹规划设计有限公司 | Groove excavation foundation pit supporting device and construction method |
| CN214363522U (en) * | 2020-11-16 | 2021-10-08 | 唐德尧 | Corrugated steel sheet pile for anti-collapse support in municipal pipeline groove excavation |
-
2021
- 2021-10-28 CN CN202111259363.3A patent/CN113931200A/en active Pending
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CH351234A (en) * | 1956-05-11 | 1960-12-31 | Heidbreder Gustav | Method and device for bracing construction pits, in particular sewer trenches |
| US5720580A (en) * | 1995-12-22 | 1998-02-24 | Kvh Verbautechnik Gmbh | Apparatus for and method of shoring a trench |
| EP2261424A2 (en) * | 2009-06-10 | 2010-12-15 | SBH TIEFBAUTECHNIK GmbH | Shoring box for shoring trenches |
| CN206667268U (en) * | 2017-03-31 | 2017-11-24 | 中交第二航务工程局有限公司 | A kind of device for channel excavation supporting |
| CN210658381U (en) * | 2019-09-02 | 2020-06-02 | 侯书兰 | Detachable temporary support for constructional engineering construction |
| CN211200406U (en) * | 2019-11-11 | 2020-08-07 | 中铁建苏州设计研究院有限公司 | Pipeline slot supporting device |
| CN112411562A (en) * | 2020-11-04 | 2021-02-26 | 河南五建建设集团有限公司 | Detachable foundation pit supporting structure and using method thereof |
| CN214363522U (en) * | 2020-11-16 | 2021-10-08 | 唐德尧 | Corrugated steel sheet pile for anti-collapse support in municipal pipeline groove excavation |
| CN214328893U (en) * | 2021-01-15 | 2021-10-01 | 李永光 | Deep foundation pit supporting structure |
| CN113136876A (en) * | 2021-03-19 | 2021-07-20 | 中国建筑第八工程局有限公司 | Construction method of pipe trench |
| CN113463649A (en) * | 2021-06-24 | 2021-10-01 | 湖南新禹规划设计有限公司 | Groove excavation foundation pit supporting device and construction method |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20220114 |