CN219327118U - Reinforced steel hidden beam for large-scale pool bottom plate - Google Patents
Reinforced steel hidden beam for large-scale pool bottom plate Download PDFInfo
- Publication number
- CN219327118U CN219327118U CN202320960269.9U CN202320960269U CN219327118U CN 219327118 U CN219327118 U CN 219327118U CN 202320960269 U CN202320960269 U CN 202320960269U CN 219327118 U CN219327118 U CN 219327118U
- Authority
- CN
- China
- Prior art keywords
- square
- slot
- slots
- cross
- matched
- 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
- 229910000831 Steel Inorganic materials 0.000 title abstract description 13
- 239000010959 steel Substances 0.000 title abstract description 13
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 8
- 230000000149 penetrating effect Effects 0.000 claims description 5
- 230000002787 reinforcement Effects 0.000 abstract description 9
- 239000003673 groundwater Substances 0.000 abstract description 5
- 230000009471 action Effects 0.000 abstract description 3
- 238000003780 insertion Methods 0.000 description 11
- 230000037431 insertion Effects 0.000 description 11
- 238000010276 construction Methods 0.000 description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 7
- 238000007667 floating Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 230000003014 reinforcing effect Effects 0.000 description 5
- 239000011440 grout Substances 0.000 description 4
- 238000013461 design Methods 0.000 description 3
- 238000002513 implantation Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 208000010392 Bone Fractures Diseases 0.000 description 1
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 206010017076 Fracture Diseases 0.000 description 1
- 229910000746 Structural steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009933 burial Methods 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000014509 gene expression Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000012797 qualification Methods 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
Images
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
The utility model discloses a reinforced steel hidden beam of a large pool bottom plate, which comprises square tubes, wherein a plurality of square tubes are arranged in a rectangular array, a first slot is arranged at one side surface of each square tube, the first slot penetrates through each square tube, a second slot is arranged at the other side surface of each square tube, the second slots also penetrate through each square tube, the first slots and the second slots are in cross stagger, the cross beams are matched between two horizontally adjacent square tubes, the cross beams are inserted through the first slots, the cross beams are hollow beams, a first vertically penetrated reinforcement planting hole is formed in the top of one end of each cross beam inserted into each square tube, and longitudinal beams are matched between two longitudinally adjacent square tubes and are inserted through the second slots; the device can increase the integrity of the upright post and the pool raft, and avoid the upright post from being jacked up under the action of groundwater.
Description
Technical Field
The utility model relates to a reinforced steel hidden beam of a large-scale pool bottom plate.
Background
In the design of water treatment structures such as modern sewage treatment plants or other water tanks, a plurality of large-scale water tanks have deeper burial depths and higher groundwater levels, and even though the overall anti-floating requirements of the water tanks are met in the overall aspect through the counter weights, the local anti-floating requirements of the water tank raft plates with local support posts are difficult to meet through the counter weights. If the water diversion pool roof is not treated, the damage condition such as the jacking of the support column can be caused, and the common design method is to select an anti-floating pile or an anti-floating anchor rod scheme, so that additional professional qualification construction teams are required to enter the field for construction, additional detection and other requirements are carried out, and the defects of long construction period, increased construction cost and the like are caused.
Based on the above problems, we design a large pool bottom plate reinforced steel hidden beam which can increase the integrity of the upright post and the pool raft and avoid the upright post from being jacked up under the action of groundwater.
Disclosure of Invention
The utility model aims to solve the technical problem of providing a large-scale pool bottom plate reinforced steel hidden beam which can increase the integrity of an upright post and a pool raft and prevent the upright post from being jacked up under the action of groundwater.
In order to solve the problems, the utility model adopts the following technical scheme:
a reinforced steel hidden beam of a large-scale pool bottom plate comprises,
the square tubes are arranged in a plurality, the square tubes are arranged in a rectangular array, a first slot is arranged at one side surface of each square tube, the first slot penetrates through the square tube, a second slot is arranged at the other side surface of each square tube, the second slots penetrate through the square tubes, the first slots and the second slots are staggered in a cross manner,
the cross beam is matched between two horizontally adjacent square pipes, the cross beam is inserted through the first slot, the cross beam is a hollow beam, the top of the end of the cross beam inserted into the square pipe is provided with a first vertically penetrating bar planting hole,
the longitudinal beam is matched between two longitudinally adjacent square pipes, the longitudinal beam is inserted through the second slot, and a second bar planting hole vertically penetrating is formed in the top position of one end of the longitudinal beam, which is inserted into the square pipe.
Preferably, the bottom of the cross beam is provided with a grouting opening.
Preferably, insertion holes are correspondingly formed in opposite faces of two adjacent cross beams, and threaded reinforcing steel bars are inserted through the insertion holes.
Preferably, the longitudinal beam is an i-beam, C-shaped pieces are matched with two sides of the longitudinal beam, the C-shaped pieces slide along the longitudinal beam, first insertion holes are formed in vertical faces of the C-shaped pieces, two first insertion holes are formed in the upper portion and the lower portion of each first insertion hole, first threaded reinforcing bars are matched between two adjacent longitudinal beams through the first insertion holes, and the threaded reinforcing bars penetrate through the first threaded reinforcing bars from the upper portion and the lower portion and contact the first threaded reinforcing bars from the upper portion and the lower portion.
Preferably, rib plates are welded between the square pipe and the cross beam and between the square pipe and the longitudinal beam, and the upper ends of the rib plates extend upwards to the upper parts of the square pipes.
The construction method is as follows:
firstly, excavating and leveling a foundation pit according to a construction mode of a conventional underground water pool.
Then, the device is built at the bottom of a foundation pit with the construction completed, then steel bars are implanted into the first steel bar implantation holes and the second steel bar implantation holes, then concrete pouring is carried out, and a pool raft is formed after the concrete pouring.
And finally, building a mould on the basis of the pool raft to form the pool.
The beneficial effects of the utility model are as follows:
this device is used for the shaping of stand through square pipe, and the bottom of every pond stand all sets up square pipe, and the reinforcing bar that the cooperation male crossbeam and longeron were again used is installed in first planting muscle hole and second planting muscle downthehole for stand, square pipe, crossbeam and longeron form a overall structure, under the effect of groundwater, and the wholeness of pond raft after this product shaping is higher, has avoided the independent structural problem of floating of stand in a certain position, is fit for using widely.
Drawings
In order to more clearly illustrate the embodiments of the utility model or the technical solutions in the prior art, the drawings that are required in the embodiments or the description of the prior art will be briefly described, it being obvious that the drawings in the following description are only some embodiments of the utility model, and that other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is an enlarged view at A;
FIG. 3 is a cross-sectional view of a cross-beam;
fig. 4 is a schematic view of the installation of the rib.
Detailed Description
All of the features disclosed in this specification, or all of the steps in a method or process disclosed, may be combined in any combination, except for mutually exclusive features and/or steps.
Any feature disclosed in this specification (including any accompanying claims, abstract and drawings), may be replaced by alternative features serving the same, equivalent or similar purpose, unless expressly stated otherwise. That is, each feature is one example only of a generic series of equivalent or similar features, unless expressly stated otherwise.
In the description of the present utility model, it should be understood that the terms "one end," "the other end," "the outer side," "the upper," "the inner side," "the horizontal," "coaxial," "the center," "the end," "the length," "the outer end," and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, merely to facilitate description of the present utility model and simplify the description, and do not indicate or imply that the device or element being referred to must have a specific orientation, be configured and operated in a specific orientation, and therefore should not be construed as limiting the present utility model.
Furthermore, in the description of the present utility model, the meaning of "plurality" means at least two, for example, two, three, etc., unless specifically defined otherwise.
In the present utility model, unless explicitly specified and limited otherwise, the terms "disposed," "coupled," "connected," "plugged," and the like are to be construed broadly and may be, for example, fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; either directly or indirectly, through intermediaries, or both, may be in communication with each other or in interaction with each other, unless expressly defined otherwise. The specific meaning of the above terms in the present utility model can be understood by those of ordinary skill in the art according to the specific circumstances.
Referring to fig. 1 and 2, a large pool floor reinforcing steel joist comprises,
the square tubes 1, the square tubes 1 are provided with a plurality of square tubes 1 which are arranged in a rectangular array, a first slot 11 is arranged at one side surface of the square tube 1, the first slot 11 penetrates through the square tube 1, a second slot 12 is arranged at the other side surface of the square tube 1, the second slots 12 also penetrate through the square tube 1, the first slots 11 and the second slots 12 are crisscrossed, the square tube 1 adopts a carbon structural steel tube, the wall thickness is 10mm, the length of the square tube 1 is 25cm,
the cross beam 2 is matched between two horizontally adjacent square tubes 1, the cross beam 2 is inserted through the first slot 11, the cross beam 2 is a hollow beam, the top of the end of the cross beam 2 inserted into the square tube 1 is provided with a first vertically penetrating bar planting hole 21,
the steel material used for the cross beam 2, which has a thickness of 6mm, is determined according to the actual pool building requirements, in this embodiment the cross beam 2 has a length of 4.2 meters,
the longitudinal beam 3, the longitudinal beam 3 cooperates between two vertically adjacent square pipes 1, the longitudinal beam 3 is inserted via the second slot 12, the longitudinal beam 3 inserts to the top position department of the one end in the square pipe 1 is provided with the second bar planting hole 31 that vertically runs through.
The wall thickness of the stringers 3 is 6mm.
Referring to fig. 3, a preferred embodiment of the present utility model is shown, and the bottom of the beam 2 is provided with a grouting hole 211.
Through setting up grout mouth 211 in the bottom, when vibrating the equipment vibrates concrete through vibrating, can avoid the stone in the concrete to enter into crossbeam 2 for the main component that gets into is the concrete, and the concrete has better mobility in the initial stage, can effectually fill crossbeam 2, and if set up grout mouth 211 in upper portion, then the stone falls into the back and can block up grout mouth 211 and lead to crossbeam 2 inside cavity, influences structural strength. Thus, in the present embodiment, the grout hole 211 is provided at the bottom.
Referring to fig. 1 and 2, in a preferred embodiment of the present utility model, insertion holes 221 are correspondingly formed on opposite surfaces of two adjacent beams 2, and screw reinforcement 222 is inserted through the insertion holes 221.
The screw thread steel bar 222 is added in the technical scheme, so that the overall strength of the pool raft after casting molding can be increased, and the fracture risk is reduced.
Referring to fig. 1 and 2, in a preferred embodiment of the present utility model, the longitudinal beams 3 are i-beams, two sides of the longitudinal beams 3 are matched with C-shaped members 311, the C-shaped members 311 slide along the longitudinal beams 3, first insertion holes 312 are formed in vertical surfaces of the C-shaped members 311, two first insertion holes 312 are arranged up and down, first screw reinforcement 313 is matched between two adjacent longitudinal beams 3 through the first insertion holes 312, and the screw reinforcement 222 passes through the upper screw reinforcement 313 and the lower screw reinforcement 313 and contacts the upper screw reinforcement 313 and the lower screw reinforcement 313.
Through above-mentioned technical scheme, can form the steel bar construction that horizontal and vertical is crisscross in the inside of concrete after pouring concrete, further increase the structural strength of pond raft, and the use quantity of C shape piece 311 among the above-mentioned technical scheme can be optional according to the site operation needs, and the position can slide the adjustment, and the construction is more nimble.
Referring to fig. 4, in a preferred embodiment of the present utility model, rib plates 4 are welded between the square pipe 1 and the cross beam 1, and between the square pipe 1 and the longitudinal beam 3, and the upper ends of the rib plates 4 extend upward to the upper portion of the square pipe 1.
The rib plates 4 are not only used for structural reinforcement between the beam and the square tube 1, but also can increase the structural strength of the bottom of the upright post after the upright post is poured.
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 in accordance with the present application. As used herein, the singular is also intended to include the plural unless the context clearly indicates otherwise, and furthermore, it is to be understood that the terms "comprises" and/or "comprising" when used in this specification are taken to specify the presence of stated features, steps, operations, devices, components, and/or combinations thereof.
The relative arrangement of the components and steps, numerical expressions and numerical values set forth in these embodiments do not limit the scope of the present utility model unless it is specifically stated otherwise. Meanwhile, it should be understood that the sizes of the respective parts shown in the drawings are not drawn in actual scale for convenience of description. Techniques, methods, and apparatus known to one of ordinary skill in the relevant art may not be discussed in detail, but should be considered part of the specification where appropriate. In all examples shown and discussed herein, any specific values should be construed as merely illustrative, and not a limitation. Thus, other examples of the exemplary embodiments may have different values. It should be noted that: like reference numerals and letters denote like items in the following figures, and thus once an item is defined in one figure, no further discussion thereof is necessary in subsequent figures.
Spatially relative terms, such as "above," "upper" and "upper surface," "above" and the like, may be used herein for ease of description to describe one device or feature's spatial relationship to another device or feature as illustrated in the figures. It will be understood that the spatially relative terms are intended to encompass different orientations in use or operation in addition to the orientation depicted in the figures. For example, if the device in the figures is turned over, elements described as "above" or "over" other devices or structures would then be oriented "below" or "beneath" the other devices or structures. Thus, the exemplary term "above" may include both orientations of "above" and "below. The device may also be positioned in other different ways (rotated 90 degrees or at other orientations) and the spatially relative descriptors used herein interpreted accordingly.
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 in accordance with the present application. As used herein, the singular is also intended to include the plural unless the context clearly indicates otherwise, and furthermore, it is to be understood that the terms "comprises" and/or "comprising" when used in this specification are taken to specify the presence of stated features, steps, operations, devices, components, and/or combinations thereof.
It should be noted that the terms "first," "second," and the like in the description and claims of the present application and the above figures are used for distinguishing between similar objects and not necessarily for describing a particular sequential or chronological order. It is to be understood that the data so used may be interchanged where appropriate such that embodiments of the present application described herein may be implemented in sequences other than those illustrated or described herein.
The above description is only of the preferred embodiments of the present utility model and is not intended to limit the present utility model, but various modifications and variations can be made to the present utility model by those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.
Claims (5)
1. The utility model provides a large-scale pond bottom plate reinforcing steel hidden beam which characterized in that: comprising the steps of (a) a step of,
the square tubes are arranged in a plurality, the square tubes are arranged in a rectangular array, a first slot is arranged at one side surface of each square tube, the first slot penetrates through the square tube, a second slot is arranged at the other side surface of each square tube, the second slots penetrate through the square tubes, the first slots and the second slots are staggered in a cross manner,
the cross beam is matched between two horizontally adjacent square pipes, the cross beam is inserted through the first slot, the cross beam is a hollow beam, the top of the end of the cross beam inserted into the square pipe is provided with a first vertically penetrating bar planting hole,
the longitudinal beam is matched between two longitudinally adjacent square pipes, the longitudinal beam is inserted through the second slot, and a second bar planting hole vertically penetrating is formed in the top position of one end of the longitudinal beam, which is inserted into the square pipe.
2. The large pool floor reinforcing steel joist of claim 1, wherein: the bottom of the cross beam is provided with a grouting opening.
3. The large pool floor reinforcing steel joist of claim 1, wherein: and jacks are correspondingly arranged on opposite surfaces of two adjacent cross beams, and threaded reinforcing steel bars are inserted through the jacks.
4. A large pool floor reinforcing steel joist as claimed in claim 3, wherein: the longitudinal beam is an I-shaped beam, C-shaped pieces are matched with the two sides of the longitudinal beam, the C-shaped pieces slide along the longitudinal beam, first jacks are formed in the vertical faces of the C-shaped pieces, two adjacent longitudinal beams are arranged up and down, first deformed bars are matched with the first jacks, the deformed bars penetrate through the first deformed bars from top to bottom and contact the first deformed bars from top to bottom.
5. The large pool floor reinforcing steel joist of claim 1, wherein: and rib plates are welded between the square pipe and the cross beam and between the square pipe and the longitudinal beam, and the upper ends of the rib plates extend upwards to the upper parts of the square pipes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320960269.9U CN219327118U (en) | 2023-04-25 | 2023-04-25 | Reinforced steel hidden beam for large-scale pool bottom plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320960269.9U CN219327118U (en) | 2023-04-25 | 2023-04-25 | Reinforced steel hidden beam for large-scale pool bottom plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219327118U true CN219327118U (en) | 2023-07-11 |
Family
ID=87062417
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320960269.9U Active CN219327118U (en) | 2023-04-25 | 2023-04-25 | Reinforced steel hidden beam for large-scale pool bottom plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219327118U (en) |
-
2023
- 2023-04-25 CN CN202320960269.9U patent/CN219327118U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101935986B (en) | Overwater large-span steel tube pile cast-in-situ trestle and building method thereof | |
| CN203174619U (en) | Reverse raft concrete terrace | |
| CN110847188A (en) | A kind of ultra-deep foundation pit earthwork excavation platform structure and construction method thereof | |
| CN211340800U (en) | Super dark foundation ditch earthwork excavation platform structure | |
| CN107503355B (en) | Externally-arranged rear-inserted steel type double-row pile foundation pit supporting system and construction method thereof | |
| CN109680710A (en) | The box-like basis of beam-board group and its construction method suitable for work transmission line | |
| CN219327118U (en) | Reinforced steel hidden beam for large-scale pool bottom plate | |
| CN216041118U (en) | Pile foundation reinforcement cage anti-floating device | |
| CN108951655B (en) | Basement supporting structure under prestress tensioning condition | |
| CN207633795U (en) | A kind of foundation pit suspension lane device | |
| CN220394631U (en) | Pile-to-pile inclined inserting plate-anchor rod assembled retaining wall | |
| CN201176597Y (en) | a caisson structure | |
| CN116163331B (en) | Construction process of large-thickness variable-section raft foundation | |
| CN218894091U (en) | Utilize integrated cantilever pile supporting construction of hardening road | |
| CN106120690B (en) | A kind of inverter box becomes platform and preparation method thereof | |
| CN212919869U (en) | Binding moulding bed for prefabricated underground comprehensive pipe gallery steel reinforcement framework | |
| CN221371866U (en) | Support base for bridge construction | |
| CN108442406B (en) | Semi-reverse construction method foundation pit inner supporting structure and construction method thereof | |
| CN208219667U (en) | Foundation pit supporting construction based on campshed and inner support | |
| CN205934891U (en) | Dc -to -ac converter case flattens platform | |
| CN223689086U (en) | Beam bottom constructional column bar planting-free structure | |
| CN213867917U (en) | Connection structure of overhanging well and pool with overhanging well | |
| CN222847330U (en) | Combined prefabricated floor wall monomer | |
| CN222375377U (en) | A high-strength prestressed pipe pile | |
| CN222295060U (en) | Cantilever type retaining wall reinforced structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |