CN217581029U - Reinforced floor capable of preventing basement from floating - Google Patents
Reinforced floor capable of preventing basement from floating Download PDFInfo
- Publication number
- CN217581029U CN217581029U CN202221123733.0U CN202221123733U CN217581029U CN 217581029 U CN217581029 U CN 217581029U CN 202221123733 U CN202221123733 U CN 202221123733U CN 217581029 U CN217581029 U CN 217581029U
- Authority
- CN
- China
- Prior art keywords
- basement
- coat
- support column
- fixedly connected
- layer
- 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
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The utility model belongs to the technical field of the basement construction technique and specifically relates to a prevent reinforced floor of basement come-up, including basement, first back up coat, second back up coat, the basement bottom is equipped with first back up coat, and first back up coat bottom is equipped with the second back up coat, first back up coat both sides are equipped with the sleeve pipe, first back up coat inboard is equipped with the concrete reinforcement and mixes the layer, the inboard fixedly connected with strengthening rib of second back up coat, second back up coat bottom fixedly connected with support column, support column bottom fixedly connected with supports the plectane, the utility model discloses in, through the threaded rod, sleeve pipe, first back up coat and the concrete reinforcement that set up mix the layer for the device can prevent effectively that the basement floor from receiving the groundwater level influence to appear the condition emergence of come-up in the actual use to solve original basement and can make the basement go up to move and the fissured problem appears with the basement bottom plate when groundwater level rises too much in the use of reality.
Description
Technical Field
The utility model relates to a basement construction technical field specifically is a prevent consolidated floor of basement come-up.
Background
The basement is that the height of the ground of the room lower than the ground level of the outdoor exceeds one half of the net height of the room, and the multilayer and high-rise buildings need deeper foundation, so that the basement is built under the bottom layer of the building, thereby not only increasing the use area, but also saving the room filling, and being more economical, the basement is built under the bottom layer of the building, the building land efficiency can be improved, the burial depth of some high-rise building bases is very large, the basement is built by fully utilizing the depth, the economic effect and the use effect are good, and the basement has common basement and air-defense basement according to the function; according to the structural material branch, have brick wall structure and concrete structure basement, divide according to the form of construction, have full basement and half basement, it is increasingly extensive to the application of a reinforced floor that prevents the basement come-up, consequently, the demand to a reinforced floor that prevents the basement come-up is growing day by day.
Most basement reinforced floors in the market may have the problem that the reinforced floor is cracked and integrally moved upwards due to floating stress in the process of rising underground water level in the actual using process, so that the reinforced floor for preventing the basement from floating is provided for solving the problem.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a prevent reinforced floor of basement come-up, make it can reduce the problem that basement fixed floor received the water level influence effectively in the use of reality.
In order to achieve the above object, the utility model provides a following technical scheme:
the utility model provides a prevent reinforced floor of basement come-up, includes basement, first back up coat, second back up coat, the basement bottom is equipped with first back up coat, and first back up coat bottom is equipped with the second back up coat, first back up coat both sides are equipped with the sleeve pipe, first back up coat inboard is equipped with the concrete reinforcement and mixes the layer, the inboard fixedly connected with strengthening rib of second back up coat, second back up coat bottom fixedly connected with support column, support column bottom fixedly connected with supports the plectane.
Preferably, the sleeve pipe is provided with a sleeve hole on the inner side, the inner side of the sleeve pipe is connected with a threaded rod in a sliding mode through the sleeve hole, the bottom end of the threaded rod is fixedly connected with a limiting column, and a rotating cap is connected to the outer side of the limiting column in a sliding mode.
Preferably, the concrete and steel bar mixed layer comprises steel bars and concrete, and the concrete and steel bar mixed layer is formed by connecting the steel bars in a staggered mode and pouring the concrete.
Preferably, the bottom end face of the basement, the first reinforcing layer and the second reinforcing layer are arranged in a vertical parallel mode, the first reinforcing layer is arranged in a U shape, and the vertical section of the second reinforcing layer is arranged in a square shape.
Preferably, the support columns are arranged in a column shape, the support columns are arranged in parallel, the number of the support columns is four, the support column setting values are located at four corners of the bottom end face of the second reinforcing layer, and the bottom ends of the support columns are fixedly connected with support circular plates.
Preferably, the basement and the side of the first reinforcing layer are connected with the soil, and the bottom end face and the side of the second reinforcing layer are connected with the soil.
Compared with the prior art, the beneficial effects of the utility model are that:
1. in the utility model, the threaded rod, the sleeve, the first reinforcing layer and the concrete reinforcing steel bar mixing layer are arranged, so that the device can effectively prevent the basement floor from floating upwards under the influence of the underground water level in the actual use process, and the problems that the basement moves upwards and the basement bottom plate cracks when the underground water level rises too much in the actual use process of the original basement are solved;
2. the utility model discloses in, through second back up coat, support column and the support plectane that sets up for the device can prevent that basement lower extreme soil is soft at the in-process of basement construction and use and the problem that the basement moved down appears, and the solution of a bit has appeared the problem that the basement moved down after long-time the use in original basement.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of the structure A of FIG. 1 according to the present invention;
fig. 3 is the schematic view of the threaded rod structure of the present invention.
In the figure: the concrete reinforcing structure comprises 1-basement, 2-first reinforcing layer, 3-second reinforcing layer, 4-concrete reinforcement mixing layer, 5-sleeve, 6-sleeve hole, 7-threaded rod, 8-rotating cap, 9-limiting column, 10-reinforcing rib, 11-supporting circular plate, 12-supporting column, 401-reinforcing steel bar and 402-concrete.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts all belong to the protection scope of the present invention.
It is noted that the terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of example embodiments according to the present application. As used herein, the singular forms "a", "an" and "the" are intended to include the plural forms as well, and it should be understood that when the terms "comprises" and/or "comprising" are used in this specification, they specify the presence of stated features, steps, operations, devices, components, and/or combinations thereof, unless the context clearly indicates otherwise.
Referring to fig. 1-3, the present invention provides a technical solution:
the utility model provides a prevent consolidated floor of basement come-up, includes basement 1, first back up coat 2, second back up coat 3, and 1 bottom of basement is equipped with first back up coat 2, and 2 bottoms of first back up coat are equipped with second back up coat 3, and 2 both sides of first back up coat are equipped with sleeve pipe 5, and 2 inboards of first back up coat are equipped with the concrete reinforcement and mix layer 4, and 3 inboard fixedly connected with strengthening ribs 10 of second back up coat, 3 bottom fixedly connected with support columns 12 of second back up coat, 12 bottom fixedly connected with support plectanes 11 of support column.
The inner side of the sleeve 5 is provided with a sleeve hole 6, the inner side of the sleeve 5 is connected with a threaded rod 7 in a sliding manner through the sleeve hole 6, the bottom end of the threaded rod 7 is fixedly connected with a limiting column 9, the outer side of the limiting column 9 is connected with a rotating cap 8 in a sliding manner, and the threaded rod 7 can be stably limited in the process of installing the threaded rod 7; the concrete and steel bar mixed layer 4 comprises steel bars 401 and concrete 402, the concrete and steel bar mixed layer 4 is formed by connecting the steel bars 401 in a staggered mode and pouring the concrete 402, and the position of the bottom end of the threaded rod 7 can be positioned while the interior of the first reinforcing layer 2 is filled and fixed in the actual use process; the bottom end face of the basement 1, the first reinforcing layer 2 and the second reinforcing layer 3 are arranged in a vertical parallel mode, the first reinforcing layer 2 is arranged in a U shape, and the vertical section of the second reinforcing layer 3 is arranged in a square shape, so that the bottom end face 1 of the basement can be stably limited and fixed; the supporting columns 12 are arranged in a column shape, the supporting columns 12 are arranged in parallel, the number of the supporting columns 12 is four, the setting values of the supporting columns 12 are arranged at four corners of the bottom end face of the second reinforcing layer 3, and the bottom ends of the supporting columns 12 are fixedly connected with supporting circular plates 11, so that the problem that the basement 1 sinks in the using process can be effectively prevented; basement 1 and first back up coat 2 side all link together with soil, and 3 bottom end faces of second back up coat and side all link together with soil, can improve 1 substructure's of basement stability effectively in the actual use.
The working process is as follows: in the process of using a reinforcing bottom plate for preventing a basement from floating up, firstly, a worker needs to dig a pit, after the pit is dug, the worker needs to place a supporting circular plate 11 and a supporting column 12 at the bottom of the pit and uses concrete to bury and compact the pit, then, the worker needs to place a second processing layer 3 at the position of the upper end face of the supporting column 12 to be used as a foundation, the arrangement can effectively reduce the probability of preventing the basement 1 from sinking in the using process in the actual using process, then, the worker needs to construct a first reinforcing layer 2 at the position of the upper end face of the second reinforcing layer 3 and connect the first reinforcing layer 2 with soil on the side through a sleeve 5, after the construction is completed, the worker spirally rotates a threaded rod 9 to the position on the inner side of the soil on the side through a limiting column 9 and a rotating cap 8, the arrangement can enhance the stability of the second reinforcing layer 3 in the actual using process, can effectively prevent the problem that the basement floats up in the underground water level, after the installation is completed, the rotating cap 8 is taken down and the reinforcing rod 7 inside the first reinforcing layer 2 can be used for positioning and can be widely used for improving the bearing capacity of the concrete of the basement 1.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a prevent consolidated floor of basement come-up, includes basement (1), first back up coat (2), second back up coat (3), its characterized in that: basement (1) bottom is equipped with first back up coat (2), and first back up coat (2) bottom is equipped with second back up coat (3), first back up coat (2) both sides are equipped with sleeve pipe (5), first back up coat (2) inboard is equipped with concrete reinforcement and mixes layer (4), the inboard fixedly connected with strengthening rib (10) of second back up coat (3), second back up coat (3) bottom fixedly connected with support column (12), support column (12) bottom fixedly connected with supports plectane (11).
2. The reinforced floor for preventing floating up of a basement according to claim 1, wherein: sleeve pipe (5) inboard is equipped with cover tube hole (6), sleeve pipe (5) inboard has threaded rod (7) through cover tube hole (6) sliding connection, threaded rod (7) bottom fixedly connected with is spacing post (9), spacing post (9) outside sliding connection has rotation cap (8).
3. The reinforced floor for preventing the floating of a basement as claimed in claim 1, wherein: the concrete and steel bar mixed layer (4) comprises steel bars (401) and concrete (402), and the concrete and steel bar mixed layer (4) is formed by staggered connection of the steel bars (401) and pouring of the concrete (402).
4. The reinforced floor for preventing floating up of a basement according to claim 1, wherein: the basement is parallel about being set up between basement (1) bottom face, first strengthening layer (2) and second strengthening layer (3), first strengthening layer (2) are the setting of "U" type, the perpendicular cross-section of second strengthening layer (3) is the setting of "mouth" style of calligraphy.
5. The reinforced floor for preventing floating up of a basement according to claim 1, wherein: the utility model discloses a building structure, including support column (12), support column (12) are the setting of cylindricality, be parallel setting between support column (12), the total four of number of support column (12), support column (12) setting value is in the position in second back up coat (3) bottom face four corners, the equal fixedly connected with in support column (12) bottom supports plectane (11).
6. The reinforced floor for preventing floating up of a basement according to claim 1, wherein: the basement (1) and the side of the first reinforcing layer (2) are connected with soil, and the bottom end face and the side of the second reinforcing layer (3) are connected with soil.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202221123733.0U CN217581029U (en) | 2022-05-11 | 2022-05-11 | Reinforced floor capable of preventing basement from floating |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202221123733.0U CN217581029U (en) | 2022-05-11 | 2022-05-11 | Reinforced floor capable of preventing basement from floating |
Publications (1)
Publication Number | Publication Date |
---|---|
CN217581029U true CN217581029U (en) | 2022-10-14 |
Family
ID=83551137
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202221123733.0U Active CN217581029U (en) | 2022-05-11 | 2022-05-11 | Reinforced floor capable of preventing basement from floating |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN217581029U (en) |
-
2022
- 2022-05-11 CN CN202221123733.0U patent/CN217581029U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN204370431U (en) | A kind of occlusion long-short pile space enclosing structure | |
WO2021248424A1 (en) | Induced grouting method | |
CN111501771B (en) | Application method of multi-elliptical-ring combined support in deep large-sludge foundation pit engineering | |
CN203238642U (en) | Supporting retaining wall of foundation pit | |
CN101793027A (en) | Core-grouted static pressure anchor rod pile | |
CN217581029U (en) | Reinforced floor capable of preventing basement from floating | |
CN212175751U (en) | Integrated steel reinforcement cage for combined construction of underground continuous wall and cast-in-situ bored pile | |
CN210658409U (en) | A block structure for subway station precipitation well head | |
CN210194604U (en) | Stirring grooving insertion type combined prefabricated special-shaped section composite foundation structure | |
CN205382942U (en) | Multilayer underground space curtain posture subsurface excavated construction's supporting construction under existing facility | |
CN107299640A (en) | A kind of variable cross-section well shaft type ground continuous wall base and its construction method | |
CN117364789A (en) | Soft soil deep foundation pit supporting structure for building construction and supporting construction method thereof | |
CN111139855A (en) | Bottom concrete caisson capable of self-weight forced landing and construction method | |
CN216339559U (en) | Advanced integral curing structure of ultra-soft site foundation pit | |
CN201635072U (en) | Centrally grouted static-pressured anchor pile former | |
CN214005719U (en) | Cross pile foundation reinforcing apparatus | |
CN212534139U (en) | Subway foundation pit slope supporting construction | |
CN112302031B (en) | Reinforcement deviation rectifying system and method for inclined building | |
CN110468862B (en) | Plugging structure for precipitation wellhead of subway station | |
CN114703921A (en) | Construction method for preventing surge based on temporary bottom sealing structure | |
CN206768890U (en) | A kind of reinforcement operation platform of the building foundation of river bank | |
CN220099935U (en) | Steel pipe pile supporting structure for limited space supporting in sandy pebble area | |
CN110904975A (en) | Soil nail support construction method and drill rod for support construction | |
CN113931228B (en) | Material platform construction method for basement construction | |
CN213653500U (en) | Deep foundation pit drainage structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |