CN207934203U - Modularization pre-embedded steel slab - Google Patents
Modularization pre-embedded steel slab Download PDFInfo
- Publication number
- CN207934203U CN207934203U CN201820333244.5U CN201820333244U CN207934203U CN 207934203 U CN207934203 U CN 207934203U CN 201820333244 U CN201820333244 U CN 201820333244U CN 207934203 U CN207934203 U CN 207934203U
- Authority
- CN
- China
- Prior art keywords
- plate body
- supporting rod
- embedded steel
- nut
- steel slab
- 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.)
- Expired - Fee Related
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model is related to a kind of modularization pre-embedded steel slabs, belong to technical field of building construction.It includes support element, connector and plate body；Support element includes pedestal and supporting rod, and nut is added after the mantle fiber of supporting rod top；Plate body includes plate face and the flanging vertical with plate face, plate face is equipped with a no less than bolt hole, the diameter of the bolt hole is more than the diameter for supporting shank diameter and being less than nut, the supporting rod for adding nut is inserted into bolt hole to support plate body, flanging is equipped with a no less than connecting hole, the connecting hole of each plate body is at least towards three directions, and with the adjacent plate body in horizontal connection at least three directions, connector passes through connecting hole to connect two adjacent plate bodys.It can solve the problems, such as that large-scale pre-embedded steel slab lifting is difficult, lifting is more convenient；It can be extended according to the area of large scale equipment, adaptability is stronger.
Description
Technical field
The utility model is related to a kind of modularization pre-embedded steel slabs, belong to technical field of building construction.
Background technology
In industrial project work progress, the construction of various forms of pre-embedded steel slabs (built-in fitting) is inevitably encountered,
Built-in fitting is mostly on the faying face of the once-cast concrete foundation face of equipment and concrete steel structure, since it bears to press
The load in the directions such as power, pulling force, level, and with the use of advanced technology, sophisticated equipment and technique, built-in fitting is being designed, is being applied
Towards measuring development in terms of more, area is big, construction quality and required precision are high in work.
In domestic infrastructure construction, the ratio of large scale equipment is higher and higher.The construction of large scale equipment pre-embedded steel slab needs
The pre-embedded steel slab area wanted is larger.This just gives the lifting of large-scale pre-embedded steel slab to propose very high requirement, large-scale pre-embedded steel slab
Transport and hoisting difficulty it is larger, costly, leveling is difficult.
Utility model content
In view of the foregoing defects the prior art has, the utility model proposes a kind of new modularization pre-embedded steel slabs.
The utility model is realized using technical solution below：
A kind of modularization pre-embedded steel slab, including support element, connector and plate body；Support element includes pedestal and supporting rod, branch
Nut is added after the mantle fiber of strut top；Plate body includes plate face and the flanging vertical with plate face, and plate face is equipped with a no less than bolt
Hole, the diameter of the bolt hole are less than the diameter of nut more than the diameter of supporting rod, and the supporting rod for adding nut is inserted into bolt
To support plate body, flanging is equipped with a no less than connecting hole in hole, the connecting hole of each plate body at least towards three directions,
With the adjacent plate body in horizontal connection at least three directions, connector passes through connecting hole to connect two adjacent plate bodys.It is described
Plate body can be the plate body of rectangular plate body, round plate body, triangle plate body or other Common Shapes.
Since large scale equipment usually has stabilizer blade, as long as disposing pre-embedded steel slab in the position of stabilizer blade, you can satisfaction is poured
The support strength of structures is built, the structure of the utility model can save steel plate area, cost-effective.Large-scale pre-embedded steel slab is torn open
Small-sized plate body is dissipated into, can solve the problems, such as that large-scale pre-embedded steel slab lifting is difficult, lifting is more convenient, passes through small-sized hanging device
It can be completed, save construction cost, ensure construction safety.The utility model uses the combination of support element, connector and plate body, can
To carry out splicing extension according to the floor space of large scale equipment, adaptability is stronger, and flexibility is very high.
The plate body is rectangular plate body, and plate body is set there are four flanging, and four flangings are respectively provided with no less than one connection
Hole.The splicing of rectangular plate body, the square plate body in especially rectangular plate body is the simplest, and scalability is best, also most has suitable
In application.
The connector includes connecting rod and nut, connecting rod both ends mantle fiber.Combination that there are many length of connector,
It can be adapted for the large scale equipment of a variety of sizes.
The supporting rod and pedestal of the support element are integrally formed.
The distance between adjacent supports bar is 1-3m.In order to reach the stability of support, the distance between supporting rod is unsuitable
It is too wide, meanwhile, in order to cost-effective, the distance between supporting rod is again unsuitable too narrow, and 1-3 meters are that can either realize supporting ＆ stablizing
Property, but can be cost-effective scheme.
The part that the post upper is higher by plate body upper surface adds nut.
The scheme that plate body all adds nut up and down can so that plate body is fastened, and avoid only playing the shakiness brought when bolt
It is qualitative, increase the accuracy of leveling.
The supporting rod mantle fiber partial-length is not less than 20cm.
The supporting rod mantle fiber partial-length is not less than 20cm.In general, being only not less than in mantle fiber partial-length
In the case of 20cm, it just can guarantee the up and down range of nut in 5cm or more.And the scope of activities of 5cm, it is sufficient to ensure spreading
If by all plate body leveling on good ground.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is the plate body structure schematic diagram of the utility model.
Fig. 3 is the faces the A-A diagrammatic cross-section of Fig. 2.
Fig. 4 is the connecting-piece structure schematic diagram of the utility model.
Fig. 5 is the supporting piece structure schematic diagram of the utility model.
Fig. 6 is the supporting bar structure schematic diagram of the utility model.
Fig. 7 is the schematic diagram of base structure of the utility model.
Fig. 8 is the use state schematic side view of the utility model.
In figure：1, plate body；2, connector；3, bolt hole；4, connecting hole；5, supporting rod；6, pedestal；7, spliced eye；8, it props up
Support member；9, reinforcing member；10, diagonal brace rinforcement bar；11, plate face；12, flanging.
Specific implementation mode
In order to make the utility model aim, technical solution be more clearly understood, below in conjunction with the accompanying drawings, the utility model is made
It is further described.
Embodiment：
As shown in Fig. 1-5 and Fig. 8, modularization pre-embedded steel slab described in the utility model, including support element 8,2 and of connector
Plate body 1；Support element includes pedestal 6 and supporting rod 5, and nut is added after the mantle fiber of supporting rod top, and mantle fiber partial-length is 20cm.Branch
Strut and pedestal are integrally formed, and the distance between adjacent supports bar is 2m.Plate body includes plate face 11 and the flanging vertical with plate face
12, the plate body is square, and plate face is set there are four bolt hole 3, and the diameter of the bolt hole is small more than the diameter of supporting rod
In the diameter of nut, the supporting rod for adding nut is inserted into bolt hole to support plate body, and four flangings are respectively provided with no less than one
Connecting hole 4, connector pass through connecting hole to connect two adjacent plate bodys.
The connector includes connecting rod and nut, connecting rod both ends mantle fiber.
Embodiment two：
As shown in figures 1-8, the difference with embodiment one is that the supporting rod mantle fiber partial-length is 30cm, and supporting rod is inserted
It is connected in the spliced eye 7 of pedestal and forms support element.The part that the post upper is higher by plate body upper surface adds nut.
The use process of the utility model is：
First, the placement location of plate body is set according to the location footprint of large scale equipment.
Later, a nut is respectively added on each supporting rod, and the nut of all supporting rods is adjusted to identical height
Degree, by supporting rod be positioned over can position corresponding with plate body bolt hole, lift plate body, be placed on supporting rod, lean on spiral shell
Mother's limit, makes supports support play plate body.
Later, by Horizontal measuring apparatus, plate body horizontal direction accuracy is adjusted, ensures global error within 2mm.It can be
The part that post upper is higher by plate body upper surface adds nut, can not also add.
Later, transverse connection fixes every piece of plate body.In order to increase stability, diagonal brace rinforcement bar 10 can be added.
Finally, casting concrete, wherein reinforcing member 9 make plate body combine closely with concrete, after the completion of concreting
Upper screw/screw rod and nut are cut off, is polished flat.
Claims (7)
1. a kind of modularization pre-embedded steel slab, which is characterized in that including support element (8), connector (2) and plate body (1)；Support element
(8) include pedestal (6) and supporting rod (5), nut is added after the mantle fiber of supporting rod (5) top；Plate body (1) include plate face (11) and with
The vertical flanging (12) of plate face (11), it is big that plate face (11) is equipped with no less than a bolt hole (3), the diameter of the bolt hole (3)
It is less than the diameter of nut in the diameter of supporting rod (5), the supporting rod (5) for adding nut is inserted into bolt hole (3) to support starting board
Body (1), flanging (12) are equipped with a no less than connecting hole (4), and the connecting hole (4) of each plate body (1) is at least towards three
Direction, with the adjacent plate body (1) in horizontal connection at least three directions, connector (2) passes through connecting hole (4) by adjacent two
Plate body (1) connects.
2. modularization pre-embedded steel slab according to claim 1, which is characterized in that the plate body (1) is rectangular plate body (1),
Plate body is set there are four flanging, and four flangings (12) are respectively provided with a no less than connecting hole (4).
3. modularization pre-embedded steel slab according to claim 1, which is characterized in that the connector (2) include connecting rod and
Nut, connecting rod both ends mantle fiber.
4. modularization pre-embedded steel slab according to claim 1, which is characterized in that the supporting rod (5) of the support element (8) and
Pedestal (6) is integrally formed.
5. modularization pre-embedded steel slab according to claim 1, which is characterized in that the distance between adjacent supports bar (5) is
1-3m。
6. modularization pre-embedded steel slab according to claim 1, which is characterized in that supporting rod (5) upper end is higher by plate body
(1) part of upper surface adds nut.
7. modularization pre-embedded steel slab according to claim 1, which is characterized in that supporting rod (5) the mantle fiber partial-length
Not less than 20cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820333244.5U CN207934203U (en) | 2018-03-12 | 2018-03-12 | Modularization pre-embedded steel slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820333244.5U CN207934203U (en) | 2018-03-12 | 2018-03-12 | Modularization pre-embedded steel slab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207934203U true CN207934203U (en) | 2018-10-02 |
Family
ID=63654474
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820333244.5U Expired - Fee Related CN207934203U (en) | 2018-03-12 | 2018-03-12 | Modularization pre-embedded steel slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207934203U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112160337A (en) * | 2019-11-06 | 2021-01-01 | 中冶天工集团有限公司 | Construction method of equipment foundation with large embedded part |
-
2018
- 2018-03-12 CN CN201820333244.5U patent/CN207934203U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112160337A (en) * | 2019-11-06 | 2021-01-01 | 中冶天工集团有限公司 | Construction method of equipment foundation with large embedded part |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181002 Termination date: 20190312 |