CN219343532U - T-shaped open-pore embedded part - Google Patents
T-shaped open-pore embedded part Download PDFInfo
- Publication number
- CN219343532U CN219343532U CN202320384106.0U CN202320384106U CN219343532U CN 219343532 U CN219343532 U CN 219343532U CN 202320384106 U CN202320384106 U CN 202320384106U CN 219343532 U CN219343532 U CN 219343532U
- Authority
- CN
- China
- Prior art keywords
- web
- anchor
- plates
- hole
- embedded part
- 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
- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model relates to the technical field of embedded parts, and discloses a T-shaped open-pore embedded part. The utility model includes anchor plates, studs, perforated web plates and perforated bars. The anchor plate is welded with one end of the web plate strip, and a double-side fillet weld or a full penetration weld can be adopted. The pegs are arranged on two sides of the web plate strip and welded with the anchor plate. The web strip is provided with a circular opening at the end far away from the anchor plate. The perforated steel bar passes through the round holes on the web plate. The web plate strips and the pegs provide shearing bearing capacity for the embedded part, concrete and perforated steel bars in the gaps of the round holes can provide pulling bearing capacity for the embedded part, and the pulling resistance of the embedded part can be improved by increasing the number of the holes in the web plate strips.
Description
Technical Field
The utility model relates to the technical field of embedded parts, in particular to a T-shaped open-pore embedded part.
Background
Reinforced concrete structures have been used in many applications as one of the main forms of building structures in China, but have limited use in areas with high earthquake intensity, so that the support is often required to be arranged inside the structure to improve the earthquake-resistant performance of the structure. The steel support and the main body structure are subjected to stress transmission mainly through the embedded part preset in the concrete beam column, so that the bearing capacity of the embedded part directly influences whether the support can enter a working state according to expectations.
At present, main stream embedded parts mainly comprise anchoring type embedded parts, H-shaped steel embedded parts and steel rib embedded parts, all three embedded part forms have certain application scenes, but the three embedded part forms have some limitations, such as the anchoring type embedded parts are not suitable for supporting with large bearing capacity, the lower flange plates of the H-shaped steel embedded parts are often interfered with beam column steel bars, the steel rib embedded parts are poor in economy, and the construction is relatively troublesome.
Disclosure of Invention
The utility model provides a T-shaped open-pore embedded part for solving the technical problems in the prior art.
In order to achieve the above purpose, the present utility model adopts the following technical scheme: the utility model provides a T type trompil formula built-in fitting, includes anchor slab, peg, tip trompil web and perforation reinforcing bar, the bottom of anchor slab and the top fixed connection of web strip form T type structure, web strip interval arrangement in anchor slab length scope, and the clearance between the adjacent web strip is used for the arrangement of beam column stirrup, the peg is arranged in web strip both sides, and is fixed with the anchor slab, the web strip is equipped with a plurality of trompils in keeping away from the anchor slab end, perforation reinforcing bar passes the trompil on the web strip.
Preferably, the peg and anchor plate are secured by welding.
Preferably, the fixing position of the web plate strip and the anchor plate is the middle part of the anchor plate.
Preferably, the bottom of the anchor plate is welded with the top end of the web strip.
Preferably, the anchor plate and the web plate strip adopt double-side fillet welds or full penetration welds.
Preferably, the center of the web strip open hole is located on the center line of the web strip, and the number of open holes on the same web strip can be one or more.
Preferably, the opening is a round hole.
Preferably, the diameter of the round hole is larger than that of the perforated steel bar, and a certain gap is reserved in the round hole by the perforated steel bar.
Preferably, the two ends of the perforated steel bar extend out of the web plate strip by equal distances.
When the support arranged obliquely transmits the axial force, the embedded part receives the pulling-shearing compound force. The web plate strips and the pegs are in contact with the concrete and are extruded to provide shearing bearing capacity for the embedded part, meanwhile, the web plate strips can also provide tensile bearing capacity, and when the web plate strips are pulled, tensile force is transmitted to the concrete part and the perforated steel bars in the gaps of the round holes, so that the concrete part and the perforated steel bars in the gaps of the round holes are sheared. When the tensile bearing capacity of the embedded part is insufficient, multiple holes can be formed in the web plate strips, so that the overall stress performance of the embedded part is improved.
The utility model has the beneficial effects that:
1. compared with the existing embedded part type, the T-shaped open-pore embedded part has the advantages that the higher bearing capacity is considered, meanwhile, the construction difficulty is greatly reduced, and the popularization and the application in the construction engineering are facilitated.
The shearing resistance and the tensile resistance of the T-shaped open-pore embedded part can be determined by adjusting the quantity of the web plate strip, the bolt and the web plate strip openings, and the T-shaped open-pore embedded part is multiple in adjusting mode and simple and convenient to design.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model.
Fig. 2 is a front view of the present utility model.
Fig. 3 is a cross-sectional view A-A of fig. 2.
In the figure: 1. an anchor plate; 2. a peg; 3. abdomen battens; 4. perforated steel bar.
Description of the embodiments
The technical scheme of the utility model is further specifically described below through examples and with reference to the accompanying drawings.
Examples: a T-shaped open hole embedded part, as shown in figures 1-3, comprises an anchor plate, a bolt, a web plate with open holes at the end and a perforated steel bar. The anchor plate is welded with one end of the web plate strip, and a T-shaped joint is adopted, and the anchor plate and the web plate strip are connected by double-side fillet welds or full penetration welds. The web strips are arranged at intervals within the length range of the anchor plate, and gaps between adjacent web strips are used for arranging beam column stirrups. The welding position of the web plate strip and the anchor plate is the middle part of the anchor plate. The pegs are arranged on two sides of the web plate strip and welded with the anchor plate. The web strip is provided with a circular opening at the end far away from the anchor plate. The center of the web plate strip open hole is positioned on the center line of the web plate strip, and the number of the open holes on the same web plate strip can be one or more. The perforated steel bar passes through the round holes on the web plate. The perforated steel bar can reserve certain clearance in the round hole. The distance that the two ends of the perforated steel bar extend out of the web plate strip is equal.
The embedded part can be installed before beam column steel bar binding, and also can be installed after beam column steel bar binding, so that coordination of construction procedures is reduced. The perforated steel bars in the embedded part can be fixed with the web bars through spot welding, and also can be fixed with the steel bars in the beam column through binding, so that the installation degree of freedom is higher.
Stress principle of T-shaped open-pore embedded part: the web plate strips and the pegs provide shearing bearing capacity for the embedded part, concrete and perforated steel bars in the gaps of the round holes can provide pulling bearing capacity for the embedded part, and the pulling resistance of the embedded part can be improved by increasing the number of the holes in the web plate strips.
The foregoing is a further detailed description of the presently preferred embodiments of the present utility model, and is not intended to limit the practice of the utility model to the particular embodiments described, but rather to limit the scope of the utility model.
Claims (9)
1. A T-shaped open-pore embedded part is characterized in that: the anchor plate comprises anchor plates, bolts, web plates with holes at the end parts and perforated steel bars, wherein the bottoms of the anchor plates are fixedly connected with the top ends of the web plates to form a T-shaped structure, the web plates are arranged at intervals within the length range of the anchor plates, gaps between adjacent web plates are used for arranging beam column stirrups, the bolts are arranged on two sides of the web plates and are fixed with the anchor plates, a plurality of holes are formed in the web plates far away from the anchor plates, and the perforated steel bars penetrate through the holes in the web plates.
2. The T-hole embedment of claim 1, wherein: the stud and the anchor plate are fixed by welding.
3. The T-hole embedment of claim 1, wherein: the fixing position of the web plate strip and the anchor plate is the middle part of the anchor plate.
4. A T-hole embedment as defined in claim 3, wherein: the bottom of the anchor plate is welded with the top end of the web plate strip.
5. The T-hole embedment of claim 4, wherein: the anchor plate and the web plate strip adopt double-side fillet welds or full penetration welds.
6. The T-hole embedment of claim 1, wherein: the center of the web plate strip open hole is positioned on the center line of the web plate strip, and the number of the open holes on the same web plate strip can be one or more.
7. The T-hole embedment of claim 6, wherein: the open hole is a round hole.
8. The T-hole embedment of claim 7, wherein: the diameter of the round hole is larger than that of the perforated steel bar, and a certain gap is reserved in the round hole by the perforated steel bar.
9. A T-hole embedded part according to any one of claims 1-8, wherein: the distance that the two ends of the perforated steel bar extend out of the web plate strip is equal.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202320384106.0U CN219343532U (en) | 2023-03-04 | 2023-03-04 | T-shaped open-pore embedded part |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202320384106.0U CN219343532U (en) | 2023-03-04 | 2023-03-04 | T-shaped open-pore embedded part |
Publications (1)
Publication Number | Publication Date |
---|---|
CN219343532U true CN219343532U (en) | 2023-07-14 |
Family
ID=87110999
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202320384106.0U Active CN219343532U (en) | 2023-03-04 | 2023-03-04 | T-shaped open-pore embedded part |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN219343532U (en) |
-
2023
- 2023-03-04 CN CN202320384106.0U patent/CN219343532U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102587495B (en) | Steel beam and concrete wall semi-rigid full-bolted-connection joint | |
CN109440973A (en) | A kind of fabricated shear wall vertically connects energy-dissipation structure and its construction method | |
CN109797872B (en) | Double-steel-plate composite shear wall and composite floor slab connecting node connected by H-shaped steel | |
CN209429325U (en) | A kind of fabricated shear wall vertically connects energy-dissipation structure | |
CN211037273U (en) | Steel joint is connected to assembled concrete structure primary and secondary roof beam | |
CN110258791B (en) | Hinged nondestructive energy consumption prefabricated frame beam column node and construction method thereof | |
KR20060042561A (en) | Hybrid beam structure using thin steel plate and concrete | |
CN115749036A (en) | Take assembled concrete shear wall structure of anchor plate reinforcing bar overlap joint | |
CN211572019U (en) | Box shaped steel concrete column and concrete beam connected node | |
CN212388852U (en) | Hollow combined beam | |
CN110439142A (en) | A kind of assembly concrete shear wall and construction method with H profile steel diagonal brace | |
CN110565802A (en) | steel tube bundle combined shear wall and steel beam connecting node | |
CN110725405A (en) | Steel pipe concrete column H-shaped steel beam rigid connection node structure with tie bars and construction method | |
CN114575452A (en) | Assembly type H-shaped steel concrete rigid beam column node and connecting method thereof | |
CN219343532U (en) | T-shaped open-pore embedded part | |
CN210976073U (en) | Steel tube bundle combined shear wall and steel beam connecting node | |
CN111779190A (en) | Hollow combined beam and manufacturing method thereof | |
CN216740016U (en) | Cold-formed thin-wall steel keel for assembled concrete beam | |
CN107327029A (en) | A kind of concrete filled steel tube pole steel beam assembled space nodes | |
CN114482374A (en) | Integrally-assembled steel-concrete composite beam connecting joint | |
CN113944309A (en) | Cold-formed steel support beam framework and construction method thereof | |
CN211285228U (en) | Steel-concrete mixed beam joint section adopting corrugated steel plate to transfer force | |
CN112095797A (en) | Connecting structure and connecting method for oblique-crossing waist bars of different-direction steel beams | |
CN115370008B (en) | Connection structure of steel pipe concrete column-reinforced concrete beam | |
CN213296645U (en) | Vertical slot type angle steel connecting device of precast shear wall |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |