CN112593669A - Shear type lifter installation foundation structure and construction method thereof - Google Patents
Shear type lifter installation foundation structure and construction method thereof Download PDFInfo
- Publication number
- CN112593669A CN112593669A CN202011436743.5A CN202011436743A CN112593669A CN 112593669 A CN112593669 A CN 112593669A CN 202011436743 A CN202011436743 A CN 202011436743A CN 112593669 A CN112593669 A CN 112593669A
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- groove
- sliding chutes
- angle
- sliding
- steel
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/44—Foundations for machines, engines or ordnance
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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
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/02—Flooring or floor layers composed of a number of similar elements
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- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Health & Medical Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Sewage (AREA)
Abstract
The invention relates to a shear type lifter installation foundation structure and a construction method thereof, which can not only well protect the ground, but also facilitate cleaning and pollution discharge. The concrete floor is provided with two parallel sliding chutes and a groove which is vertical to the sliding chutes but not connected with the sliding chutes; a straight-through pipeline is arranged between the two sliding chutes, and the right-angle edge openings of the sliding chutes are provided with angle steels attached to the right-angle edge openings; the angle steel is provided with a channel steel with an opening deviating from the side wall of the chute; the long edge strip of the channel steel joint angle steel, the long edge strip of the angle steel joint concrete floor horizontal plane and the concrete horizontal plane are sequentially penetrated and fixed through foundation bolts; the concrete floor is provided with an interface agent; cement mortar is arranged on the interface agent and filled into the opening of the channel steel; the cement mortar is provided with floor tiles, and the planes of the floor tiles are lower than the bottom surfaces of the long edgings on the uppermost surface of the channel steel; the metal plate is laid on the inner surface of the groove, the bottom surface of the sliding groove is lower than that of the groove, and L-shaped pipelines which are communicated with each other are arranged between the bottom surface of the sliding groove and the side surface of the groove.
Description
Technical Field
The invention belongs to the field of shear type lifter installation foundations, and particularly relates to a shear type lifter installation foundation structure and a construction method thereof.
Background
The existing scissor type lifting machines fix the bottom plate on the ground through anchor bolts, but in some places, for example, in the environment with high requirements on the field environment, the common installation mode has several problems, for example, floor tiles are required to be used for a plurality of floors, the installation mode is easy to damage the ground when the scissor type lifting machines are used, and for example, the ground is easy to dirty and difficult to clean when the scissor type lifting machines are washed and cleaned.
Disclosure of Invention
The shear type lifter mounting foundation structure and the construction method thereof provided by the invention can effectively solve the problems, not only can well protect the ground, but also are convenient for cleaning and pollution discharge.
The invention provides a shear type lifter installation foundation structure.A concrete floor is provided with two parallel sliding chutes and a groove which is vertical to the sliding chutes but not connected with the sliding chutes; a straight-through pipeline is arranged between the two sliding chutes, and the right-angle edge openings of the sliding chutes are provided with angle steels attached to the right-angle edge openings; the angle steel is provided with a channel steel with an opening deviating from the side wall of the chute; the long edge strip of the channel steel joint angle steel, the long edge strip of the angle steel joint concrete floor horizontal plane and the concrete horizontal plane are sequentially penetrated and fixed through foundation bolts; the concrete floor is provided with an interface agent; cement mortar is arranged on the interface agent and filled into the opening of the channel steel; the cement mortar is provided with floor tiles, and the planes of the floor tiles are lower than the bottom surfaces of the long edgings on the uppermost surface of the channel steel; the metal plate is laid on the inner surface of the groove, the bottom surface of the sliding groove is lower than that of the groove, and L-shaped pipelines which are communicated with each other are arranged between the bottom surface of the sliding groove and the side surface of the groove.
As a further optimization of the invention, the straight-through pipeline is a galvanized round steel pipe.
As a further optimization of the invention, the L-shaped pipeline is a galvanized round steel pipe.
As further optimization of the invention, the proportion of cement mortar is 1: 3.
the invention also comprises a construction method, comprising the following steps:
s1: two parallel sliding chutes and a groove which is vertical to the sliding chutes but not connected with the sliding chutes are arranged on the concrete floor, and the depths of the sliding chutes and the groove are the same;
s2: a straight-through pipeline is arranged between the two chutes, and an L-shaped pipeline is arranged between the chutes and the groove;
s3: backfilling the concrete in the two sliding grooves to make the depth of the sliding grooves lower than that of the grooves;
s4: arranging angle steel attached to the right-angle side of the chute, arranging channel steel with an opening deviating from the side wall of the chute on the angle steel, and sequentially penetrating and fixing a long edge strip of the channel steel attached to the angle steel, a long edge strip of the angle steel attached to the horizontal plane of the concrete floor and the horizontal plane of the concrete by using foundation bolts;
s5: coating an interface agent on the concrete floor;
s6; laying a metal plate on the inner surface of the groove;
s7: setting cement mortar on the interface agent;
s8: and arranging floor tiles on the cement mortar.
The scissor type lifter is arranged on the basis of the structure, so that the bottom surface can be well protected, and the scissor type lifter is attractive and easy to clean.
Drawings
FIG. 1 is a structural view of the present invention;
FIG. 2 is a further cutaway view of the structure shown in FIG. 1;
FIG. 3 is a cross-sectional view of the structure shown in FIG. 1;
the concrete floor comprises a sliding chute 1, a groove 2, a straight-through pipeline 3, angle steel 4, channel steel 5, foundation bolts 6, an interface agent 7, cement mortar 8, floor tiles 9, a metal plate 10, an L-shaped pipeline 11 and a concrete floor 12.
Detailed Description
As shown in fig. 1-3, the concrete floor 12 of this embodiment is provided with two parallel sliding grooves 1 and a groove 2 perpendicular to the sliding grooves 1 but not connected thereto. The sliding groove 1 and the groove 2 are both strip-shaped quadrangular prisms, the sliding groove 1 is used for installing two sliding rails of the shear type lifter, and the groove 2 is used for discharging sewage.
A straight-through pipeline 3 is arranged between the two sliding chutes 1, the straight-through pipeline 3 in the embodiment is a galvanized circular steel tube with the diameter of 80mm, and the straight-through pipeline 3 is used for routing between two sliding rails of the shear type lifter.
Four right-angle side openings of the sliding chute 1 are provided with angle steel 4 which is attached to the sliding chute, and the specification of the angle steel is 40mmX40mm galvanized angle steel. The angle steel 4 is provided with a channel steel 5 with an opening deviating from the side wall of the chute 1, and the specification of the channel steel is 63mmX40mm galvanized channel steel. The long side strips of the channel steel 5 attached to the angle steel 4, the long side strips of the angle steel 4 attached to the horizontal plane of the concrete floor slab 12 and the concrete horizontal plane are sequentially penetrated and fixed through foundation bolts 6.
The concrete floor 12 is provided with the interface agent 7. Cement mortar 8 is arranged on the interface agent 7, the cement mortar 8 is filled into the opening of the channel steel 5, and the proportion of the cement mortar 8 to the mortar is 1: 3, the thickness of the cement mortar 8 is 30 mm.
The cement mortar 8 is provided with floor tiles 9, and the planes of the floor tiles 9 are lower than the bottom surfaces of the long edgings on the uppermost surface of the channel steel 5.
Meanwhile, a metal plate 10 is laid on the inner surface of the groove 2, the bottom surface of the sliding groove 1 is lower than that of the groove 2, an L-shaped pipeline 11 which is communicated with each other is arranged between the bottom surface of the sliding groove 1 and the side surface of the groove 2, one opening of the L-shaped pipeline 11 is arranged on the bottom surface of the sliding groove 1, the other opening of the L-shaped pipeline 11 is arranged on the side wall of the groove 2, and the L-shaped pipeline 11 is used as a drainage pipe for draining sewage in the groove 2 into the groove 2.
The embodiment is provided with the drainage system, and when the shear type lifter is cleaned, sewage flows into the chute 1 along the shear type lifter, and the sewage in the chute 1 flows into the groove 2 through the L-shaped pipeline 11 and is drained away. This embodiment utilizes angle steel 4 and channel-section steel 5's structure in spout 1, can protect the corner of spout 1 on the one hand, when the formula of cutting lifts the machine and operates from top to bottom, can not touch ceramic tile 9, plays the effect of protection ceramic tile 9, and also extraordinarily pleasing to the eye moreover, channel-section steel 5 and cement mortar 8 combine together, make it very sturdy and durable.
The embodiment also provides a construction method of the structure, which comprises the following steps:
s1: two parallel sliding chutes 1 and a groove 2 which is vertical to the sliding chutes 1 but not connected with the sliding chutes 1 are arranged on the concrete floor 12, and the depths of the sliding chutes 1 and the groove 2 are the same;
s2: a straight-through pipeline 3 is arranged between the two chutes 1, and an L-shaped pipeline 11 is arranged between the chutes 1 and the groove 2;
s3: backfilling the concrete in the two sliding chutes 1 to make the depth of the sliding chutes 1 lower than that of the grooves 2;
s4: arranging angle steel 4 attached to the right-angle side of the chute 1, arranging channel steel 5 with an opening deviating from the side wall of the chute 1 on the angle steel 4, and sequentially penetrating and fixing a long edge strip of the channel steel 5 attached to the angle steel 4, a long edge strip of the angle steel 4 attached to the horizontal plane of the concrete floor 12 and the horizontal plane of concrete by using foundation bolts 6;
s5: coating an interface agent 7 on a concrete floor 12;
s6; laying a metal plate 10 on the inner surface of the groove 2; the height of the metal plate 10 can be properly higher than the depth of the groove 2, and the metal plate is folded outwards to play a role in edge folding;
s7: cement mortar 8 is arranged on the interfacial agent 7; the height of the cement mortar 8 should be just fit with the lower surface of the sheet metal 10 hem in step S6;
s8: the tiles 9 are placed on the cement mortar 8. The plane of the floor tile 9 is lower than the bottom surface of the long edge of the uppermost surface of the channel steel 5, a gap between the floor tile 9 and the bottom surface of the long edge of the uppermost surface of the channel steel 5 can be filled with a gap filling agent, such as glass cement or a seam beautifying agent, the floor tile 9 should not press the upper surface of the folded edge of the sheet metal 10 in the step S6 at the same time, and the upper surface of the folded edge of the sheet metal 10 is used for laying a cover plate on the groove 2.
Finally, it should be noted that the above embodiments are only used for illustrating the technical solutions of the present invention, and not for limiting the protection scope of the present invention, although the present invention is described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that modifications or equivalent substitutions can be made on the technical solutions of the present invention without departing from the spirit and scope of the technical solutions of the present invention.
Claims (5)
1. A shear type lifter installation foundation structure is characterized in that a concrete floor is provided with two parallel sliding chutes and a groove which is vertical to the sliding chutes but not connected with the sliding chutes; a straight-through pipeline is arranged between the two sliding chutes, and the right-angle edge openings of the sliding chutes are provided with angle steels attached to the right-angle edge openings; the angle steel is provided with a channel steel with an opening deviating from the side wall of the chute; the long edge strip of the channel steel joint angle steel, the long edge strip of the angle steel joint concrete floor horizontal plane and the concrete horizontal plane are sequentially penetrated and fixed through foundation bolts; the concrete floor is provided with an interface agent; cement mortar is arranged on the interface agent and filled into the opening of the channel steel; the cement mortar is provided with floor tiles, and the planes of the floor tiles are lower than the bottom surfaces of the long edgings on the uppermost surface of the channel steel; the metal plate is laid on the inner surface of the groove, the bottom surface of the sliding groove is lower than that of the groove, and L-shaped pipelines which are communicated with each other are arranged between the bottom surface of the sliding groove and the side surface of the groove.
2. A scissor lift mounting infrastructure as in claim 1 wherein the straight through duct is a galvanized round steel pipe.
3. The scissor lift mounting infrastructure of claim 1, wherein the L-shaped duct is a galvanized round steel tube.
4. The scissor lift mounting foundation structure of claim 1, wherein a cement mortar ratio is 1: 3.
5. the scissor lift mounting infrastructure of claim 1, further comprising a construction method comprising the steps of:
s1: two parallel sliding chutes and a groove which is vertical to the sliding chutes but not connected with the sliding chutes are arranged on the concrete floor, and the depths of the sliding chutes and the groove are the same;
s2: a straight-through pipeline is arranged between the two chutes, and an L-shaped pipeline is arranged between the chutes and the groove;
s3: backfilling the concrete in the two sliding grooves to make the depth of the sliding grooves lower than that of the grooves;
s4: arranging angle steel attached to the right-angle side of the chute, arranging channel steel with an opening deviating from the side wall of the chute on the angle steel, and sequentially penetrating and fixing a long edge strip of the channel steel attached to the angle steel, a long edge strip of the angle steel attached to the horizontal plane of the concrete floor and the horizontal plane of the concrete by using foundation bolts;
s5: coating an interface agent on the concrete floor;
s6; laying a metal plate on the inner surface of the groove;
s7: setting cement mortar on the interface agent;
s8: and arranging floor tiles on the cement mortar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011436743.5A CN112593669A (en) | 2020-12-10 | 2020-12-10 | Shear type lifter installation foundation structure and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011436743.5A CN112593669A (en) | 2020-12-10 | 2020-12-10 | Shear type lifter installation foundation structure and construction method thereof |
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| CN112593669A true CN112593669A (en) | 2021-04-02 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011436743.5A Pending CN112593669A (en) | 2020-12-10 | 2020-12-10 | Shear type lifter installation foundation structure and construction method thereof |
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Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59223541A (en) * | 1983-06-02 | 1984-12-15 | Yasaka Kogyo Kk | Car washing device |
| CN102182332A (en) * | 2011-04-01 | 2011-09-14 | 铁道第三勘察设计院集团有限公司 | Seam type intercepting drain system on ground in front of garage door with track |
| CN203808496U (en) * | 2014-04-26 | 2014-09-03 | 姜立平 | Edge band for waterproof panel |
| CN104652582A (en) * | 2015-02-07 | 2015-05-27 | 成龙建设集团有限公司 | Combined dustproof rinse tank and construction method thereof |
| CN207142745U (en) * | 2017-09-04 | 2018-03-27 | 白明山 | Multi-purpose vehicle(MPV) maintenance platform |
| CN208202439U (en) * | 2018-04-09 | 2018-12-07 | 深圳市元本室内建筑设计有限公司 | A kind of decorative floor mounting structure |
| WO2020074580A1 (en) * | 2018-10-09 | 2020-04-16 | Translyft A/S | A lifting table and a method of operating and cleaning a lifting table |
| CN211442247U (en) * | 2019-10-28 | 2020-09-08 | 沈阳腾越建筑工程有限公司 | But carwash groove of self-cleaning silt |
| CN111733865A (en) * | 2020-07-09 | 2020-10-02 | 四川华西安装工程有限公司 | Water pump foundation drainage structure and manufacturing method thereof |
| CN111962807A (en) * | 2020-08-20 | 2020-11-20 | 北京东豪建设集团有限公司 | Mounting structure for paving large-size ceramic thin plate ground by light steel keel punching ribs |
-
2020
- 2020-12-10 CN CN202011436743.5A patent/CN112593669A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59223541A (en) * | 1983-06-02 | 1984-12-15 | Yasaka Kogyo Kk | Car washing device |
| CN102182332A (en) * | 2011-04-01 | 2011-09-14 | 铁道第三勘察设计院集团有限公司 | Seam type intercepting drain system on ground in front of garage door with track |
| CN203808496U (en) * | 2014-04-26 | 2014-09-03 | 姜立平 | Edge band for waterproof panel |
| CN104652582A (en) * | 2015-02-07 | 2015-05-27 | 成龙建设集团有限公司 | Combined dustproof rinse tank and construction method thereof |
| CN207142745U (en) * | 2017-09-04 | 2018-03-27 | 白明山 | Multi-purpose vehicle(MPV) maintenance platform |
| CN208202439U (en) * | 2018-04-09 | 2018-12-07 | 深圳市元本室内建筑设计有限公司 | A kind of decorative floor mounting structure |
| WO2020074580A1 (en) * | 2018-10-09 | 2020-04-16 | Translyft A/S | A lifting table and a method of operating and cleaning a lifting table |
| CN211442247U (en) * | 2019-10-28 | 2020-09-08 | 沈阳腾越建筑工程有限公司 | But carwash groove of self-cleaning silt |
| CN111733865A (en) * | 2020-07-09 | 2020-10-02 | 四川华西安装工程有限公司 | Water pump foundation drainage structure and manufacturing method thereof |
| CN111962807A (en) * | 2020-08-20 | 2020-11-20 | 北京东豪建设集团有限公司 | Mounting structure for paving large-size ceramic thin plate ground by light steel keel punching ribs |
Non-Patent Citations (1)
| Title |
|---|
| 岳翠贞主编: "《一图一解之装饰装修工程施工图识读》", 30 January 2013, 天津：天津大学出版社 * |
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Application publication date: 20210402 |