CN214883829U - Equipment foundation - Google Patents
Equipment foundation Download PDFInfo
- Publication number
- CN214883829U CN214883829U CN202120601662.XU CN202120601662U CN214883829U CN 214883829 U CN214883829 U CN 214883829U CN 202120601662 U CN202120601662 U CN 202120601662U CN 214883829 U CN214883829 U CN 214883829U
- Authority
- CN
- China
- Prior art keywords
- foundation
- equipment
- support plate
- buttress
- plate
- 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
- Foundations (AREA)
Abstract
The utility model relates to the technical field of building construction, in particular to an equipment foundation; the utility model provides an equipment foundation which is provided with a support plate, a plurality of buttresses and a first foundation, wherein the buttresses are arranged at the bottom of the support plate and are positioned at two sides of the support plate; the first foundation is connected with the bottom of the buttress; because prior art relies on the buttress with the support device, consequently, compare with prior art, the utility model discloses a set up the extension board on the buttress to make equipment directly rely on the extension board to support, because the surface area of extension board is compared in the buttress great, consequently, the utility model provides a pair of equipment foundation can effectively reduce the installation quantity of buttress, and then avoids the waste of manpower and material resources.
Description
Technical Field
The utility model belongs to the technical field of the construction technique and specifically relates to an equipment foundation is related to.
Background
The foundation base refers to an enlarged part of a house based on a foundation, in which walls or columns are buried in the ground. The design and detection of foundation foundations is an important ring for the work of construction engineering personnel; wherein: the portion of the building buried under the ground is called a foundation, and the soil layer bearing the load transmitted from the foundation is called a foundation.
In the prior art, a conventional foundation usually adopts a plurality of buttresses to support the whole large-scale equipment, and the arrangement mode of the foundation wastes manpower and material resources.
Disclosure of Invention
The utility model provides a pair of equipment foundation aims at reducing the installation quantity of buttress under the stable prerequisite of assurance equipment, and then avoids the waste of manpower and material resources.
The utility model provides a pair of equipment foundation, include:
a support plate;
the support piers are arranged at the bottom of the support plate and are positioned at two sides of the support plate;
and the first foundation is connected with the bottom of the buttress.
In another embodiment, the brace has a rectangular cross-section; the quantity of buttress is 4, and 4 buttresses are located the four corners of extension board respectively.
As another embodiment, the buttress is arranged at the bottom of the support plate through an embedded part.
As a further embodiment, the first foundation base comprises:
the bottom plate is used for supporting equipment and is connected with the bottom of the buttress;
and the shock insulation device is connected with the bottom plate.
As another embodiment, a seismic isolation apparatus includes:
the shock insulation pile is arranged at the bottom of the bottom plate, and the end part of one end of the shock insulation pile, which is far away from the bottom plate, is in an inverted trapezoidal table shape;
one side of the basic raft close to the shock insulation piles is provided with a groove matched with the shape of one end part of the shock insulation piles far away from the bottom plate, and rolling steel balls are arranged between the groove and the end part of the shock insulation piles far away from the bottom plate;
the tubular pile is arranged at the bottom of the basic raft.
As another embodiment, the pile comprises a hoop, which is arranged at the end part of the pipe pile close to the basic raft.
As another implementation mode, the pile-foundation raft further comprises a cushion layer arranged between the foundation raft and the pipe piles.
As a further embodiment, the mat is a sand mat.
As another embodiment, the system further comprises a second foundation base which is connected with the first foundation base through a connecting part.
As another embodiment, the connection member includes a plurality of reinforcing bars, one end of each reinforcing bar is fixed inside the first foundation, and the other end of each reinforcing bar is fixed inside the second foundation.
Has the advantages that:
the utility model provides an equipment foundation which is provided with a support plate, a plurality of buttresses and a first foundation, wherein the buttresses are arranged at the bottom of the support plate and are positioned at two sides of the support plate; the first foundation is connected with the bottom of the buttress; because prior art relies on the buttress with the support device, consequently, compare with prior art, the utility model discloses a set up the extension board on the buttress to make equipment directly rely on the extension board to support, because the surface area of extension board is compared in the buttress great, consequently, the utility model provides a pair of equipment foundation can effectively reduce the installation quantity of buttress, and then avoids the waste of manpower and material resources.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the embodiments or the technical solutions in the prior art will be briefly described below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic view of a main view direction structure of an equipment foundation provided by the present invention;
FIG. 2 is an enlarged view of portion A of FIG. 1;
fig. 3 is a schematic view of a structure of an equipment foundation according to a top view direction provided by the present invention.
Description of reference numerals:
1. a support plate;
2. a plurality of buttresses;
3. a first foundation base; 31. a base plate; 32. a shock isolation device; 321. shock insulation piles; 322. a basic raft plate; 323. a tubular pile;
4. a ferrule;
5. a cushion layer;
6. a second foundation base;
7. and a connecting member.
Detailed Description
The technical solution of the present invention will be described clearly and completely with reference to the following embodiments, and it should be understood that the described embodiments are some, but not all embodiments of the present invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and to simplify the description, but do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the present invention.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more features. In the description of the present invention, "a plurality" means two or more unless specifically limited otherwise. Furthermore, the terms "mounted," "connected," and "connected" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
In the present invention, the apparatus may be an industrial zero meter apparatus, in particular an electric power industry zero meter apparatus, such as an accident slurry tank or the like, but it will be understood by those skilled in the art that in actual use, the type of apparatus includes but is not limited thereto.
As shown in fig. 1 to 3, the utility model provides an equipment foundation, which comprises a support plate 1, a plurality of buttresses 2 and a first foundation 3, wherein the buttresses 2 are arranged at the bottom of the support plate 1 and are positioned at two sides of the support plate 1; the first foundation base 3 is connected with the bottom of the buttress; the embedded part is connected with the support plate 1 through a foundation bolt; in actual use, because the prior art depends on the buttress to support the equipment, compared with the prior art, the utility model has the advantages that the support plate 1 is arranged on the buttress to ensure that the equipment is directly supported by the support plate 1, and the surface area of the support plate 1 is larger than that of the buttress, so that the utility model provides an equipment foundation which can effectively reduce the installation amount of the buttress and further avoid the waste of manpower and material resources; wherein the content of the first and second substances,
the flat section of the support plate 1 is rectangular; the number of the buttresses is 4, and the 4 buttresses are respectively positioned at four corners of the support plate 1; in actual use, because the support plate 1 with the rectangular flat section is axisymmetric, 4 buttresses are respectively arranged at four corners of the support plate 1, so that the stress of the buttresses can be uniform when the equipment is arranged on the support plate 1, and the overall stability of the equipment foundation provided by the utility model is further improved; it should be understood that "the plate 1 has a rectangular shape in plan section; the quantity of buttress is 4, and 4 buttresses are located the four corners of extension board 1 respectively. "in one embodiment, the plate 1 and/or the buttress may be configured in other suitable shapes and configurations as needed by those skilled in the art, so long as the corresponding function, function or effect is achieved;
furthermore, the buttress is arranged at the bottom of the support plate 1 through an embedded part; in actual use, in order to improve the installation efficiency and further improve the stability between the equipment and the support plate 1, the buttress is specially arranged at the bottom of the support plate 1 through the embedded part; it should be understood that the "pier is disposed at the bottom of the plate 1 by an embedded part" is merely preferable, and in one embodiment, a person skilled in the art can also dispose the pier in other suitable shapes and configurations according to actual needs, as long as the corresponding function, function or effect can be achieved.
In one embodiment, the first foundation base 3 includes a bottom plate 31 for supporting equipment and a seismic isolation device 32, the bottom plate 31 being connected to the bottom of the pier; the vibration isolation device 32 is connected with the bottom plate 31; in practical use, as the foundation with larger bottom surface area is mostly adopted in the shape of the traditional building foundation, the loading force of the foundation is improved, but the shock resistance of the structure is poorer, and the shock insulation device 32 is specially arranged; it should be understood that the specific arrangement of the bottom plate 31 and the vibration isolation device 32 is only preferred, and in one embodiment, the skilled person can also arrange the bottom plate 31 and the vibration isolation device 32 into other suitable shapes and configurations according to the actual needs, as long as the corresponding functions, functions or effects can be achieved;
specifically, the seismic isolation device 32 comprises seismic isolation piles 321, a basic raft 322 and tubular piles 323, the seismic isolation piles 321 are arranged at the bottom of the base plate 31, and the end part of one end, away from the base plate 31, of the seismic isolation piles 321 is in an inverted trapezoid table shape; one side of the basic raft 322 close to the shock-insulation piles 321 is provided with a groove matched with the shape of the end part of one end of the shock-insulation pile 321 far away from the bottom plate 31, and a rolling steel ball is arranged between the groove and the end part of one end of the shock-insulation pile 321 far away from the bottom plate 31; the tubular piles 323 are arranged at the bottom of the basic raft plate 322; in practical use, the rolling steel balls arranged between the grooves and the lower end parts of the shock insulation piles 321 can effectively absorb transverse force generated by earthquakes; it should be understood that the specific arrangement of the shock-insulation piles 321, the basic raft 322 and the pipe piles 323 is only preferred, and in one embodiment, a person skilled in the art may also arrange the shock-insulation piles 321, the basic raft 322 and the pipe piles 323 into other suitable shapes and configurations according to actual needs, as long as the corresponding functions, functions or effects can be achieved;
certainly, in order to improve the stability of the tubular pile 323, the tubular pile 323 is prevented from being deformed radially due to the excessive force applied to the tubular pile 323 in the axial direction, so that the hoop 4 is further included in the present invention, the hoop is disposed at the end of the tubular pile 323 near the basic raft 322; it should be understood that the ferrule 4 is merely preferred, and in one embodiment, one skilled in the art can also provide the ferrule 4 with other suitable shapes and configurations as needed and desired, so long as the corresponding function, function or effect is achieved.
In addition, in one embodiment, in order to avoid preventing shear deformation between the basic raft 322 and the pipe piles 323, a cushion layer 5 (preferably, a sand cushion layer 5) is further included, and is arranged between the basic raft 322 and the pipe piles 323; it should be understood that the cushion layer 5 is only preferred, and in one embodiment, the cushion layer 5 can be provided with other suitable shapes and configurations according to actual needs by those skilled in the art as long as the corresponding function, function or effect can be achieved.
Then, in one embodiment, a second foundation base 6 is further included, connected with the first foundation base 3 by a connecting member 7; in practical use, for example, in a waste building site, building garbage above zero meters is generally removed and transported away by a construction unit, and most of underground buildings such as an equipment foundation below zero meters or an underground pit and pool channel are left in the original site because no sense organ is involved. When a construction unit newly builds a project on an original waste site, the original underground construction waste left is usually removed by the construction unit, and the original waste site is treated as an underground structure by a design unit; although the processing mode is easier for the workload of a design unit and a construction unit without considering excessive details, the cost is higher, and therefore the second foundation 6 is specially arranged; it should be understood that the second foundation 6 is only preferred, and in one embodiment, the second foundation 6 can be configured into other suitable shapes and configurations according to actual needs by those skilled in the art as long as the corresponding function, function or effect can be achieved;
specifically, the connecting part 7 comprises a plurality of steel bars, one end of each steel bar is fixed inside the first foundation 3, and the other end of each steel bar is fixed inside the second foundation 6; in actual use, steel bars are specially arranged for convenient installation; it should be understood that the "connecting member 7 includes a plurality of reinforcing bars, one end of each reinforcing bar is fixed inside the first foundation 3, and the other end of each reinforcing bar is fixed inside the second foundation 6. "merely as a preference, in one embodiment, the skilled person can also set the connecting member 7 to other suitable shapes and configurations according to actual needs, as long as the corresponding action, function or effect can be achieved;
in one embodiment, the reinforcing bars may be formed by welding the reinforcing bars in the first foundation 3 and the reinforcing bars in the second foundation 6, or by implanting both ends of the reinforcing bars into the first foundation 3 and the second foundation 6, respectively;
it should be noted that the implanting specifically means to embed the reinforcing steel bars in the corresponding structures when concrete is poured, so as to fix the ends of the reinforcing steel bars.
Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit the same; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some or all of the technical features may be equivalently replaced; such modifications and substitutions do not depart from the spirit and scope of the present invention.
Claims (10)
1. An apparatus infrastructure, comprising:
a support plate (1);
the support piers (2) are arranged at the bottom of the support plate (1) and are positioned at two sides of the support plate (1);
a first foundation base (3) connected to the bottom of the pier.
2. An equipment foundation according to claim 1, characterized in that the plate (1) has a rectangular shape in plan section; the number of the buttresses is 4, and the 4 buttresses are respectively positioned at four corners of the support plate (1).
3. An equipment foundation according to claim 1, characterised in that the piers are placed at the bottom of the plate (1) by embedment.
4. An equipment foundation according to claim 1, characterized in that the first foundation (3) comprises:
a bottom plate (31) for supporting equipment, connected to the bottom of the buttress;
and the shock insulation device (32) is connected with the bottom plate (31).
5. An equipment foundation according to claim 4, wherein the seismic isolation device (32) comprises:
the shock insulation pile (321) is arranged at the bottom of the bottom plate (31), and the end part of one end, away from the bottom plate (31), of the shock insulation pile (321) is in an inverted trapezoidal table shape;
one side of each basic raft (322) close to each seismic isolation pile (321) is provided with a groove matched with the shape of one end part of each seismic isolation pile (321) far away from the bottom plate (31), and a rolling steel ball is arranged between each groove and one end part of each seismic isolation pile (321) far away from the bottom plate (31);
and the pipe piles (323) are arranged at the bottom of the basic raft (322).
6. An apparatus foundation according to claim 5, further comprising a cuff (4) provided at the end of the tube piles (323) near the one end of the foundation raft (322).
7. An apparatus foundation according to claim 5, further comprising a bedding layer (5) arranged between the basic rafts (322) and the pipe piles (323).
8. An equipment foundation according to claim 7, characterized in that the bedding (5) is a sand bedding (5).
9. An equipment foundation according to claim 1, characterized in that it further comprises a second foundation (6) connected to said first foundation (3) by means of a connecting member (7).
10. An equipment foundation according to claim 9, characterized in that the connecting member (7) comprises a number of steel bars, one end of each of which is fixed inside the first foundation (3) and the other end of each of which is fixed inside the second foundation (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120601662.XU CN214883829U (en) | 2021-03-24 | 2021-03-24 | Equipment foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120601662.XU CN214883829U (en) | 2021-03-24 | 2021-03-24 | Equipment foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214883829U true CN214883829U (en) | 2021-11-26 |
Family
ID=79038075
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120601662.XU Active CN214883829U (en) | 2021-03-24 | 2021-03-24 | Equipment foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214883829U (en) |
-
2021
- 2021-03-24 CN CN202120601662.XU patent/CN214883829U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP2013112926A (en) | Foundation structure for photovoltaic generation device, and construction method for the same | |
| CN214883829U (en) | Equipment foundation | |
| CN217629964U (en) | Basement deep foundation pit replacement support | |
| CN112900481A (en) | Equipment foundation | |
| CN110685283A (en) | Sandbar combined tile type foundation pit supporting structure and construction method thereof | |
| CN213682085U (en) | Steel-pipe pile foundation reinforcing apparatus | |
| CN213268892U (en) | Post-cast strip connection structure is supported to casing string | |
| CN213572357U (en) | Basement board reinforcing structure under one-column one-pile working condition of top-down construction method | |
| CN210439151U (en) | Steel box girder supporting system and bridge | |
| CN113216225A (en) | Hyperstatic protection structure for resisting high slope wall back filling pressure | |
| CN107806252B (en) | Upper pier structure for seismic isolation and reinforcement of existing building and construction method thereof | |
| CN207862947U (en) | A kind of enclosure structure of foundation pit of subway station support | |
| CN213114693U (en) | Tower crane foundation platform | |
| CN206625230U (en) | Gusset form in deep basal pit assembled combination steel construction | |
| CN215594146U (en) | Novel concrete uplift pile and connecting structure thereof | |
| CN216839486U (en) | Foundation pit support filling pile with high bearing and bending resistance | |
| CN214403057U (en) | Cold region frozen swelling soil short pile enclosure | |
| CN213173797U (en) | Steel-pipe pile foundation fixed knot constructs | |
| CN213509708U (en) | Ring beam underpinning and reinforcing structure of brick-concrete structure building | |
| CN217759986U (en) | Device for quickly and accurately positioning shear wall and plugging root of shear wall | |
| CN209891553U (en) | Steel structure vertical member bottom shear-resistant stiffening key | |
| CN214832333U (en) | Special reinforced structure of pier concrete structure | |
| CN215801773U (en) | Soft soil deep basal pit lattice formula tower crane foundation platform | |
| CN216586198U (en) | Lower pier connection structure of isolation bearing | |
| CN213358625U (en) | Full-space supporting system for supporting foundation pit region |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |