CN216586557U - Split type elevator foundation ditch structure - Google Patents
Split type elevator foundation ditch structure Download PDFInfo
- Publication number
- CN216586557U CN216586557U CN202123298277.1U CN202123298277U CN216586557U CN 216586557 U CN216586557 U CN 216586557U CN 202123298277 U CN202123298277 U CN 202123298277U CN 216586557 U CN216586557 U CN 216586557U
- Authority
- CN
- China
- Prior art keywords
- side wall
- bottom plate
- screw rod
- split type
- type elevator
- 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.)
- Active
Links
Images
Landscapes
- Lift-Guide Devices, And Elevator Ropes And Cables (AREA)
Abstract
The utility model provides a split type elevator foundation ditch structure, includes prefabricated square bottom plate and establishes at bottom plate four sides side wall all around, through a plurality of vertical screw rod fixed connection between bottom plate and the side wall, the bottom of vertical screw rod is pre-buried in the bottom plate, vertical screw rod passes the through-hole in the side wall and extends the side wall top and link to each other with fastening bolt, through a plurality of horizontal screw rod fixed connection between the adjacent two sides side wall, horizontal screw rod's both ends extend the side wall outside respectively and link to each other with fastening bolt, be equipped with waterproof construction between four sides side wall and the bottom plate, between the adjacent two sides side wall respectively. The construction period is short, the construction quality is controllable, the size is small, the weight is light, the transportation and the installation are convenient, the complicated road environment in an old residential area can be met, the overall consistency is good after the assembly, the structural strength is high, the bearing capacity is strong, and the safety of the whole outdoor elevator is improved.
Description
The technical field is as follows:
the utility model relates to an elevator installation technical field especially relates to a split type elevator foundation ditch structure.
Background art:
at present, in old residential quarter transformation projects, in order to improve convenience of resident life, elevators need to be additionally installed on residential buildings. In the construction process of installing the elevator additional, need at first excavate the elevator foundation ditch on ground, traditional elevator foundation ditch often adopts cast in situ concrete's construction mode, and its construction cycle is long, consumes artifical and the construction easily receives weather effect, and construction quality is wayward, easily produces building rubbish, noise pollution, dust pollution. Prefabricated elevator foundation ditch has appeared later, with the whole back of prefabricating in the mill of elevator foundation ditch, directly transport to the job site and install, can save time raise the efficiency. However, the integral elevator foundation pit is large in size, heavy in weight and not easy to transport, and in addition, the old residential areas have different internal environments, internal roads are narrow, large-scale transport equipment cannot pass through, so that the integral elevator foundation pit cannot be installed and used, and the development of a prefabricated elevator foundation pit is limited. The assembled elevator foundation pit has appeared on the market afterwards again, carry out the split prefabrication with the elevator foundation pit, each part is small, light in weight, be convenient for transport, although the transportation problem has been solved, however, because the elevator foundation pit need carry out the bearing to whole elevator, and current assembled elevator foundation pit, each part equipment degree of difficulty is big, the whole uniformity is poor after the equipment, lead to the assembly back overall structure intensity poor, bearing capacity is poor, there is certain potential safety hazard after long-term atress, and the inside waterproof difficult processing of elevator foundation pit, the condition of later stage infiltration takes place easily, these problems have restricted the development of assembled elevator foundation pit again.
Therefore, the above problems of the elevator pit become a technical problem which needs to be solved urgently in the industry.
The utility model has the following contents:
the utility model discloses a remedy prior art not enough, provide a split type elevator foundation ditch structure, solved cast-in-place concrete foundation ditch construction cycle in the past long, the difficult problem of control of construction quality, solved the problem that integral elevator foundation ditch is bulky in the past, heavy, difficult transportation, solved the poor problem of assembled elevator foundation ditch structural strength in the past, bearing capacity.
The utility model discloses a solve the technical scheme that above-mentioned technical problem adopted and be:
the utility model provides a split type elevator foundation ditch structure, includes prefabricated square bottom plate and establishes at bottom plate four sides side wall all around, through a plurality of vertical screw rod fixed connection between bottom plate and the side wall, the bottom of vertical screw rod is pre-buried in the bottom plate, vertical screw rod passes the through-hole in the side wall and extends the side wall top and link to each other with fastening bolt, through a plurality of horizontal screw rod fixed connection between the adjacent two sides side wall, horizontal screw rod's both ends extend the side wall outside respectively and link to each other with fastening bolt, be equipped with waterproof construction between four sides side wall and the bottom plate, between the adjacent two sides side wall respectively.
And a vertically-through communication hole is formed between the two adjacent side walls, and a concrete column is poured into the communication hole and used for blocking a gap between the two adjacent side walls to prevent water.
The bottom of the side wall on the four sides is provided with a protrusion, the bottom plate is provided with a groove corresponding to the protrusion, and a concrete strip is poured into the groove and used for blocking a gap between the side wall and the bottom plate to prevent water.
Lifting lugs are respectively arranged on the four side walls and the upper surface of the bottom plate.
Two horizontal screw rods are arranged in each side wall and are respectively arranged at the top and the bottom of each side wall.
The number of the vertical screws in the side wall of each side is 6-10, and the vertical screws are arranged on two sides of the side wall in two rows.
The horizontal screw is arranged between the two rows of vertical screws.
The above technical scheme is adopted in the utility model, following advantage has:
the split type bottom plate and the four-side walls prefabricated in a factory are adopted, the bottom plate is fixedly connected with the side walls through the vertical screw rods, the adjacent two-side walls are fixedly connected through the horizontal screw rods, the construction period is short, the construction quality is controllable, the size is small, the weight is light, the transportation and the installation are convenient, the complicated road environment in an old community can be met, the integral consistency is good after the assembly, the structural strength is high, the bearing capacity is strong, and the safety of the whole outdoor elevator is improved; and be equipped with waterproof construction between four sides side wall and bottom plate, between the adjacent two sides side wall respectively, thoroughly avoided the inside later stage of elevator foundation ditch to take place the condition of infiltration, eliminated the potential safety hazard.
Description of the drawings:
fig. 1 is a schematic top view of the present invention.
Fig. 2 is a schematic view of a-a top view of fig. 1.
In the figure, the concrete column comprises a base plate 1, a bottom plate 2, side walls 3, vertical screws 4, fastening bolts 5, horizontal screws 6, concrete columns 7, protrusions 8, grooves 9, concrete strips 10 and lifting lugs.
The specific implementation mode is as follows:
in order to clearly illustrate the technical features of the present invention, the present invention is explained in detail by the following embodiments in combination with the accompanying drawings.
As shown in fig. 1-2, a split type elevator foundation ditch structure, including prefabricated square bottom plate 1 with establish at bottom plate 1 four sides side wall 2 all around, through 3 fixed connection of a plurality of vertical screw rods between bottom plate 1 and the side wall 2, the bottom of vertical screw rod 3 is pre-buried in bottom plate 1, through-hole that vertical screw rod 3 passed in the side wall 2 extends 2 tops of side wall and links to each other with fastening bolt 4, through 5 fixed connection of a plurality of horizontal screw rods between the adjacent two sides side wall 2, horizontal screw rod 5's both ends extend respectively the side wall 2 outside and link to each other with fastening bolt 4, be equipped with waterproof construction between four sides side wall 2 and the bottom plate 1, between the adjacent two sides side wall 2 respectively.
And a communicating hole which is communicated up and down is formed between the adjacent two side walls 2, and a concrete column 6 is poured in the communicating hole and used for blocking a gap between the adjacent two side walls 2 to prevent water.
The bottom of the four-side wall 2 is provided with a protrusion 7, the bottom plate 1 is provided with a groove 8 corresponding to the protrusion 7, and a concrete strip 9 is poured into the groove 8 to block a gap between the side wall 2 and the bottom plate 1 for water prevention.
The upper surfaces of the four-side walls 2 and the bottom plate 1 are respectively provided with lifting lugs 10, so that the lifting is convenient.
The two horizontal screws 5 in each side wall 2 are respectively arranged at the top and the bottom of the side wall 2 to play roles of connection and reinforcement.
The number of the vertical screws 3 in each side wall 2 is 6-10, and the vertical screws are arranged on two sides of the side wall 2 in two rows to play roles in connection and reinforcement.
The horizontal screw 5 is arranged between the two rows of vertical screws 3.
During installation, firstly leveling the dug pit, hoisting the bottom plate 1 to the bottom of the pit, pouring concrete into grooves 8 around the bottom plate 1, sequentially penetrating the four side walls 2 through the corresponding vertical screws 3 and placing the side walls on the bottom plate 1 from top to bottom, inserting the protrusions 7 at the bottom of the side walls 2 into the grooves 8 corresponding to the bottom plate 1, filling the concrete in the grooves 8 into the gaps between the side walls 2 and the bottom plate 1, forming concrete strips 9 after solidification for blocking the gaps between the side walls 2 and the bottom plate 1 for water prevention, and screwing the fastening bolts 4 into the tops of the vertical screws 3 to fixedly connect the side walls 2 and the bottom plate 1; then, a horizontal screw 5 penetrates through a through hole reserved in the two adjacent side walls 2, two ends of the horizontal screw 5 extend to the outer sides of the side walls 2 respectively, and fastening bolts 4 are screwed into two ends of the horizontal screw 5 to fixedly connect the two adjacent side walls 2; and finally, pouring concrete into the communication hole between the adjacent two-side walls 2, and forming a concrete column 6 after solidification for blocking the gap between the adjacent two-side walls 2 for waterproofing so as to finish the installation of the whole elevator foundation pit.
The above-mentioned specific embodiments can not be regarded as the restriction to the scope of protection of the utility model, to technical personnel in this technical field, it is right the utility model discloses any replacement improvement or transform that embodiment made all fall within the scope of protection of the utility model.
The parts of the present invention not described in detail are the known techniques of those skilled in the art.
Claims (7)
1. The utility model provides a split type elevator foundation ditch structure which characterized in that: including prefabricated square bottom plate and establishing the four sides side wall around the bottom plate, through a plurality of vertical screw rod fixed connection between bottom plate and the side wall, the bottom of vertical screw rod is pre-buried in the bottom plate, vertical screw rod passes the through-hole in the side wall and extends the side wall top and link to each other with fastening bolt, through a plurality of horizontal screw rod fixed connection between the adjacent two sides side wall, horizontal screw rod's both ends extend the side wall outside respectively and link to each other with fastening bolt, be equipped with waterproof construction between four sides side wall and the bottom plate, between the adjacent two sides side wall respectively.
2. The split type elevator pit structure according to claim 1, characterized in that: and a communicating hole which is communicated up and down is formed between the adjacent two side walls, and a concrete column is poured in the communicating hole and is used for blocking a gap between the adjacent two side walls for water prevention.
3. The split type elevator pit structure according to claim 1, characterized in that: the bottom of the side wall on the four sides is provided with a protrusion, the bottom plate is provided with a groove corresponding to the protrusion, and a concrete strip is poured into the groove and used for blocking a gap between the side wall and the bottom plate to prevent water.
4. The split type elevator pit structure according to claim 1, characterized in that: lifting lugs are respectively arranged on the four side walls and the upper surface of the bottom plate.
5. The split type elevator pit structure according to claim 1, characterized in that: two horizontal screw rods are arranged in each side wall and are respectively arranged at the top and the bottom of each side wall.
6. The split type elevator pit structure according to claim 1, characterized in that: the number of the vertical screws in the side wall of each side is 6-10, and the vertical screws are arranged on two sides of the side wall in two rows.
7. The split type elevator pit structure according to claim 6, wherein: the horizontal screw is arranged between the two rows of vertical screws.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123298277.1U CN216586557U (en) | 2021-12-24 | 2021-12-24 | Split type elevator foundation ditch structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123298277.1U CN216586557U (en) | 2021-12-24 | 2021-12-24 | Split type elevator foundation ditch structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216586557U true CN216586557U (en) | 2022-05-24 |
Family
ID=81618016
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202123298277.1U Active CN216586557U (en) | 2021-12-24 | 2021-12-24 | Split type elevator foundation ditch structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216586557U (en) |
-
2021
- 2021-12-24 CN CN202123298277.1U patent/CN216586557U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110182671A (en) | The full assembled hoistway and its installation method of existing building installation elevator | |
| CN108612315A (en) | A kind of assembled mixed structure Frame-Shear Wall building system and construction method | |
| CN107060152B (en) | Attachment device and method between a kind of prefabricated internal partition wall of substation and floor | |
| CN110924509A (en) | Turn-back type ultra-deep inspection well | |
| CN209873873U (en) | Prefabricated assembled power pipeline working well | |
| CN212866010U (en) | Prefabricated assembly type case becomes basis | |
| CN216586557U (en) | Split type elevator foundation ditch structure | |
| CN109706970A (en) | A kind of prefabricated square cable active well | |
| CN111910685A (en) | Assembled cable shaft | |
| CN218204555U (en) | Assembled cable working well | |
| CN208009473U (en) | The integrated concrete pipe gallery in braced wall corridor | |
| CN213448778U (en) | Modularization formula escape canal that can have enough to meet need | |
| CN210288461U (en) | Communication monitoring pole basis | |
| CN207749909U (en) | The prefabricated hoarding of detached pier formula | |
| CN210482370U (en) | Assembled interior wall of track traffic | |
| CN209975578U (en) | Prefabricated utility tunnel of three cabin symmetries | |
| CN208088494U (en) | A kind of assembled architecture component | |
| CN112281906B (en) | Assembly type transformer foundation structure and construction method thereof | |
| CN106013911A (en) | Internal steel plate assembly type circular underground granary with prefabricated caulking strips | |
| CN219240616U (en) | Prefabricated pin-connected panel cable shaft | |
| CN217205106U (en) | Prefabricated pit of external elevator | |
| CN221688117U (en) | High-strength light-weight assembled ultra-high-performance concrete ring net cabinet | |
| CN213233527U (en) | Improved generation outdoor electrical equipment screen cabinet reinforced concrete base on spot | |
| CN115075298B (en) | Municipal road comprehensive inspection well and maintenance method | |
| CN113638439B (en) | Upward foundation for deep foundation pit engineering elevator |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |