CN219411284U - Positioning type civil engineering steel structure embedded part - Google Patents
Positioning type civil engineering steel structure embedded part Download PDFInfo
- Publication number
- CN219411284U CN219411284U CN202320616582.0U CN202320616582U CN219411284U CN 219411284 U CN219411284 U CN 219411284U CN 202320616582 U CN202320616582 U CN 202320616582U CN 219411284 U CN219411284 U CN 219411284U
- Authority
- CN
- China
- Prior art keywords
- positioning
- locating component
- strengthening rib
- civil engineering
- engineering steel
- 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.)
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Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 18
- 239000010959 steel Substances 0.000 title claims abstract description 18
- 238000005728 strengthening Methods 0.000 claims abstract description 30
- 238000003466 welding Methods 0.000 claims abstract description 8
- 238000010276 construction Methods 0.000 claims abstract description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 33
- 230000000694 effects Effects 0.000 abstract description 7
- OFCNXPDARWKPPY-UHFFFAOYSA-N allopurinol Chemical compound OC1=NC=NC2=C1C=NN2 OFCNXPDARWKPPY-UHFFFAOYSA-N 0.000 abstract description 3
- 239000002689 soil Substances 0.000 description 4
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 230000000670 limiting effect Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 229910001018 Cast iron Inorganic materials 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The application provides a locate mode civil engineering steel construction buries, the on-line screen storage device comprises a base, the top of base is equipped with locating component, and locating component is equipped with four altogether, locating component's transverse position department is equipped with the second strengthening rib, locating component's longitudinal position department is equipped with first strengthening rib, first strengthening rib and second strengthening rib all are connected with locating component spot welding, relate to building technical field, wherein, inboard at locating component is equipped with first strengthening rib and second strengthening rib, and first strengthening rib and second strengthening rib all with locating component interconnect, fix locating component under the effect of first strengthening rib and second strengthening rib, avoid locating component to appear the deviation when pre-buried and lead to the problem emergence that needs to adjust locating component.
Description
Technical Field
The utility model relates to the technical field of buildings, in particular to a positioning type civil engineering steel structure embedded part.
Background
The embedded part is a component which is pre-installed in the hidden engineering, is a structural part arranged during the pouring of the structure and is used for lapping when the upper structure is built. In order to facilitate the installation and fixation of the foundation of the external engineering equipment, the embedded part is mostly made of metal, for example: reinforcing bars or cast iron, or non-metallic rigid materials such as wood, plastic, etc.
When the existing steel structure embedded part is embedded, the vertical rod on the upper surface of the component possibly inclines due to the impact of soil, the vertical rod needs to be adjusted in later use, and if the vertical rod inclines, the positioning cannot be achieved due to severe inclination.
Disclosure of Invention
In order to overcome the problem that the vertical rod of the upper surface of an existing embedded part cannot achieve positioning due to inclination, the embodiment of the application provides a positioning type civil engineering steel structure embedded part, wherein a first reinforcing rib and a second reinforcing rib are arranged on the inner side of a positioning component, the first reinforcing rib and the second reinforcing rib are connected with the positioning component mutually, the positioning component is fixed under the action of the first reinforcing rib and the second reinforcing rib, and the problem that the positioning component needs to be adjusted due to deviation of the positioning component during embedding is avoided.
The technical scheme adopted by the embodiment of the application for solving the technical problems is as follows:
the utility model provides a positioning type civil engineering steel constructs buries, includes the base, the top of base is equipped with locating component, and locating component is equipped with four altogether, locating component's transverse position department is equipped with the second strengthening rib, locating component's longitudinal position department is equipped with first strengthening rib, first strengthening rib and second strengthening rib all are connected with locating component spot welding, peg graft the inside reference column of locating component and the inside locating hole of base each other, with locating component and base welded connection after the grafting, then take out first strengthening rib and second strengthening rib, make under the effect of first strengthening rib and second strengthening rib with locating component interconnect, play spacing effect to locating component, the length of first strengthening rib is less than the length of second strengthening rib, first strengthening rib and second strengthening rib respectively are equipped with two.
Preferably, the surface of locating component is equipped with the anti-skidding line, locating component includes the montant, montant and horizontal pole are L type structure, montant and horizontal pole integrated into one piece structure, the top of montant is equipped with the horizontal pole, the one end that the horizontal pole was kept away from to the montant is equipped with the reference column, and the reference column is located the lower surface of base when locating component and base interconnect, can make this overall structure be more stable when pre-buried under the effect of reference column, fills out this base and locating component simultaneously for the inside horizontal pole of locating component exposes at the surface, can carry out location operation through the horizontal pole, the cross-section diameter of reference column is less than the cross-section diameter of vertical pole, the reference column is spot welding with the connected mode of vertical pole.
Preferably, the base comprises a bottom plate, a locating hole is respectively formed in four corners of the bottom plate, the locating hole is of a variable cross-section structure, the size of a hole on the upper surface of the locating hole is larger than that of a hole on the lower surface of the locating hole, the locating hole penetrates through the bottom plate, the locating column is inserted into the locating hole, the locating column penetrates through the bottom plate, the vertical rod is located on the upper surface of the bottom plate, and therefore the integral structure and the embedded soil are stably filled under the action of the locating column.
The embodiment of the application has the advantages that:
1. according to the utility model, the first reinforcing rib and the second reinforcing rib are arranged on the inner side of the positioning assembly, and are connected with the positioning assembly, so that the positioning assembly is fixed under the action of the first reinforcing rib and the second reinforcing rib, and the problem that the positioning assembly needs to be adjusted due to deviation of the positioning assembly during embedding is avoided.
2. The positioning assembly comprises the vertical rod and the positioning column, and the positioning column is positioned on the lower surface of the base when the positioning assembly is connected with the base, so that the integral connection of the integral structure is more stable when the integral structure is embedded under the action of the positioning column.
Drawings
The utility model will be further described with reference to the drawings and examples.
FIG. 1 is a schematic diagram of the overall structure of a positioning type civil engineering steel structure embedded part of the utility model;
FIG. 2 is a schematic view of the whole structure of the base of the present utility model;
FIG. 3 is a schematic view of the overall structure of the positioning assembly of the present utility model.
The main reference numerals illustrate:
1. a base; 11. a bottom plate; 12. positioning holes; 2. a positioning assembly; 21. a vertical rod; 22. positioning columns; 23. a cross bar; 3. a first reinforcing rib; 4. and a second reinforcing rib.
Detailed Description
The technical scheme in the embodiment of the application aims to solve the problems, and the overall thought is as follows:
examples
The embodiment provides a concrete structure of a positioning type civil engineering steel construction embedded part, as shown in fig. 1-3, the positioning type civil engineering steel construction embedded part comprises a base 1, positioning components 2 are arranged above the base 1, four positioning components 2 are arranged in total, second reinforcing ribs 4 are arranged at the transverse positions of the positioning components 2, first reinforcing ribs 3 are arranged at the longitudinal positions of the positioning components 2, the first reinforcing ribs 3 and the second reinforcing ribs 4 are all in spot welding connection with the positioning components 2, positioning columns 22 inside the positioning components 2 are mutually inserted into positioning holes 12 inside the base 1, the positioning components 2 are in welding connection with the base 1 after insertion, then the first reinforcing ribs 3 and the second reinforcing ribs 4 are taken out, the first reinforcing ribs 3 and the second reinforcing ribs 4 are mutually connected with the positioning components 2 under the action of the positioning components 2, the limiting effect is achieved on the positioning components 2, the length of the first reinforcing ribs 3 is smaller than that of the second reinforcing ribs 4, and the first reinforcing ribs 3 and the second reinforcing ribs 4 are respectively provided with two.
By adopting the technical scheme:
the positioning column 22 inside the positioning assembly 2 is mutually inserted into the positioning hole 12 inside the base 1, the positioning assembly 2 is welded with the base 1 after the insertion, then the first reinforcing rib 3 and the second reinforcing rib 4 are taken out, the positioning assembly 2 is mutually connected under the action of the first reinforcing rib 3 and the second reinforcing rib 4, and the positioning assembly 2 is limited.
The surface of locating component 2 is equipped with the anti-skidding line, through the setting of anti-skidding line, can make locating component 2 more stable when pre-buried, locating component 2 includes montant 21, montant 21 and horizontal pole 23 are L type structure, montant 21 and horizontal pole 23 are integrated into one piece structure, the top of montant 21 is equipped with horizontal pole 23, the one end that horizontal pole 23 was kept away from to montant 21 is equipped with reference column 22, locating component 2 and base 1 interconnect time reference column 22 are located base 1's lower surface, can make this overall structure be more stable when pre-buried under reference column 22's effect, simultaneously fill this base 1 and locating component 2, make the inside horizontal pole 23 of locating component 2 expose at the surface, can carry out the location operation through horizontal pole 23, the cross-section diameter of reference column 22 is less than the cross-section diameter of montant 21, the connected mode of reference column 22 and montant 21 is the spot welding.
By adopting the technical scheme:
the whole structure can be more stable in whole connection when being pre-buried under the action of the positioning column 22, and meanwhile, the base 1 and the positioning assembly 2 are filled with earth, so that the cross rod 23 inside the positioning assembly 2 is exposed on the outer surface, and positioning operation can be performed through the cross rod 23.
The base 1 comprises a base plate 11, positioning holes 12 are respectively formed in four corners of the base plate 11, the positioning holes 12 are of variable cross-section structures, the size of holes in the upper surface of the positioning holes 12 is larger than that of holes in the lower surface, the positioning holes 12 penetrate through the base plate 11, positioning columns 22 are inserted into the positioning holes 12, the positioning columns 22 penetrate through the base plate 11, vertical rods 21 are located on the upper surface of the base plate 11, and therefore the whole structure and the filling of embedded soil are stable under the action of the positioning columns 22.
By adopting the technical scheme:
the locating column 22 is inserted into the locating hole 12, the locating column 22 penetrates through the bottom plate 11, the vertical rod 21 is located on the upper surface of the bottom plate 11, and therefore the whole structure and the filling stability of the embedded soil are enabled to be stable under the action of the locating column 22.
Working principle: during the use, take out locating component 2, peg graft locating component 2 inside reference column 22 and the inside locating hole 12 of base 1 each other, with locating component 2 and base 1 welded connection after pegging graft, then take out first strengthening rib 3 and second strengthening rib 4, make with locating component 2 interconnect under the effect of first strengthening rib 3 and second strengthening rib 4, play spacing effect to locating component 2.
Then the base 1 is placed at the pre-buried position, and then the base 1 and the positioning assembly 2 are filled with earth, so that the cross rod 23 inside the positioning assembly 2 is exposed on the outer surface, and positioning operation can be performed through the cross rod 23.
Finally, it should be noted that: it is apparent that the above examples are only illustrative of the present utility model and are not limiting of the embodiments. Other variations or modifications of the above teachings will be apparent to those of ordinary skill in the art. It is not necessary here nor is it exhaustive of all embodiments. And obvious variations or modifications thereof are contemplated as falling within the scope of the present utility model.
Claims (8)
1. The utility model provides a positioning type civil engineering steel constructs buries, its characterized in that, including base (1), the top of base (1) is equipped with locating component (2), and locating component (2) are equipped with four altogether, the transverse position department of locating component (2) is equipped with second strengthening rib (4), the longitudinal position department of locating component (2) is equipped with first strengthening rib (3), first strengthening rib (3) and second strengthening rib (4) all are connected with locating component (2) spot welding.
2. A positioning civil engineering steel building embedded part as claimed in claim 1, wherein the positioning assembly (2) comprises a vertical rod (21), a cross rod (23) is arranged above the vertical rod (21), and a positioning column (22) is arranged at one end of the vertical rod (21) far away from the cross rod (23).
3. A positioning civil engineering steel structure embedded part as claimed in claim 1, wherein the base (1) comprises a bottom plate (11), positioning holes (12) are respectively formed in four corners of the bottom plate (11), and the positioning holes (12) penetrate through the bottom plate (11).
4. A localized civil engineering steel embedment as claimed in claim 1, characterized in that the length of the first reinforcing rib (3) is smaller than the length of the second reinforcing rib (4), the first reinforcing rib (3) and the second reinforcing rib (4) being provided with two each.
5. A positioning civil engineering steel construction embedded part as claimed in claim 2, wherein the cross-sectional diameter of the positioning column (22) is smaller than the cross-sectional diameter of the vertical rod (21), and the positioning column (22) is connected with the vertical rod (21) in a spot welding manner.
6. A positioning civil engineering steel structure embedded part as claimed in claim 2, wherein the vertical rod (21) and the cross rod (23) are of an L-shaped structure, and the vertical rod (21) and the cross rod (23) are of an integrated structure.
7. A positioning civil engineering steel structure embedded part as claimed in claim 3, wherein the positioning hole (12) is of a variable cross-section structure, and the size of the hole on the upper surface of the positioning hole (12) is larger than that of the hole on the lower surface.
8. A positioning civil engineering steel structure embedded part as claimed in claim 1, characterized in that the outer surface of the positioning assembly (2) is provided with anti-skid patterns.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320616582.0U CN219411284U (en) | 2023-03-27 | 2023-03-27 | Positioning type civil engineering steel structure embedded part |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320616582.0U CN219411284U (en) | 2023-03-27 | 2023-03-27 | Positioning type civil engineering steel structure embedded part |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219411284U true CN219411284U (en) | 2023-07-25 |
Family
ID=87206677
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320616582.0U Active CN219411284U (en) | 2023-03-27 | 2023-03-27 | Positioning type civil engineering steel structure embedded part |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219411284U (en) |
-
2023
- 2023-03-27 CN CN202320616582.0U patent/CN219411284U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: A positioning type embedded component for civil steel structures Granted publication date: 20230725 Pledgee: Taiyuan Nanneihuan Street Branch of Jinshang Bank Co.,Ltd. Pledgor: Shanxi Jitong Electric Power Development Co.,Ltd. Registration number: Y2024980025539 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right |