CN209538379U - A kind of novel fabricated concrete frame beam-column connection - Google Patents
A kind of novel fabricated concrete frame beam-column connection Download PDFInfo
- Publication number
- CN209538379U CN209538379U CN201821765187.4U CN201821765187U CN209538379U CN 209538379 U CN209538379 U CN 209538379U CN 201821765187 U CN201821765187 U CN 201821765187U CN 209538379 U CN209538379 U CN 209538379U
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- China
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- prefabricated post
- precast
- hole
- precast beam
- sides
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Abstract
The utility model discloses a kind of novel fabricated concrete frame beam-column connection, including prefabricated post and symmetrical two precast beams being separately mounted on the outer wall of prefabricated post two sides, there are two symmetrically arranged L-type steel plates for setting in the prefabricated post, and one end of described two L-type steel plates is parallel to the ground and is pierced by prefabricated post；The end face of described each precast beam one end, which extends to, is provided with through-hole in precast beam, L-type steel plate one end that described two precast beams pass through in insertion through-hole is mounted on the outer wall of prefabricated post two sides；Several fixation holes vertical and be spaced substantially equidistant are provided on the side wall of the two sides of each precast beam and on the side wall of prefabricated post corresponding with each precast beam two sides, each fixation hole being arranged on precast beam and corresponding horizontal parallel, which are arranged between each fixation hole in prefabricated post, has assigned U-shaped plug-in unit.The assembled beam-column node of the utility model, comprehensive strength is high, can improve to stationarity between beam column.
Description
Technical field
The utility model relates to technical field of buildings, specifically a kind of novel fabricated concrete frame beam column connection section
Point.
Background technique
In the installation process that building construction process carries out precast beam and prefabricated post, frequently with steel plate is arranged in prefabricated post
Or the metal materials such as reinforcing bar and precast beam are welded or are bolted, to realize the fixed installation of precast beam, still, precast beam and prefabricated post
If usually directly carrying out, welding will lead to precast beam and prefabricated column connected node haves the shortcomings that globality poor and shock resistance are poor,
Therefore design it is a kind of precast beam and prefabricated post can be connected into an entirety, improve the overall stability of structure, and connecting node
The assembling frame structure for playing load transmitting is particularly important.
Summary of the invention
The utility model provides a kind of novel fabricated concrete frame beam-column connection, can be effectively solved above-mentioned
Technical problem present in background.
To achieve the goals above, the utility model provides the following technical solutions:
A kind of novel fabricated concrete frame beam-column connection, including prefabricated post and be symmetrically separately mounted to prefabricated
Two precast beams on the outer wall of column two sides, there are two symmetrically arranged L-type steel plate, described two L-types for the interior setting of the prefabricated post
One end of steel plate is parallel to the ground and is pierced by prefabricated post；The end face of described each precast beam one end extends to setting in precast beam
There is through-hole, L-type steel plate one end that described two precast beams pass through in insertion through-hole is mounted on the outer wall of prefabricated post two sides；Institute
It states on the side wall of the two sides of each precast beam and is provided on the side wall of prefabricated post corresponding with each precast beam two sides perpendicular
Several fixation holes straight and be spaced substantially equidistant, each fixation hole being arranged on precast beam and corresponding horizontal parallel
It is arranged between each fixation hole in prefabricated post and has assigned U-shaped plug-in unit.
Preferably, triangle cushion cap is provided between the lower end surface of each precast beam and the outer wall of prefabricated post to be consolidated
It is fixed.
Preferably, the other end of two be vertically arranged in prefabricated post the L-type steel plate is provided with perforation, and from pre-
Column two sides processed outer wall is equipped with high-strength bolt into two perforation, and the high-strength bolt is arranged above precast beam.
Preferably, the distance between the through-hole and a fixation hole below through-hole and the every two of vertical direction are fixed
The distance between hole is equal.
The utility model has the beneficial effects that:
The utility model resists the lateral load of precast beam by the U-shaped plug-in unit of setting；Pass through the triangle of setting
Shape cushion cap can reduce shearing for L-type steel plate；By the high-strength bolt of setting, the self weight of precast beam can be undertaken.In conclusion this
The assembled beam-column node of utility model, comprehensive strength is high, can improve to stationarity between beam column.
Detailed description of the invention
The utility model is described in further detail with reference to the accompanying drawings and detailed description.
Fig. 1: the utility model structure diagram.
Fig. 2: the utility model structural side view.
Fig. 3: the utility model structure top view.
Fig. 4: the utility model precast beam structure schematic diagram.
Fig. 5: the utility model L-type steel plate structure schematic diagram.
Fig. 6: the U-shaped dongle configuration schematic diagram of the utility model.
In figure: 1, prefabricated post, 2, precast beam, 11, L-type steel plate, 12, triangle cushion cap, 13, perforation, 14, high-strength bolt,
21, through-hole, 22, fixation hole, 23, U-shaped plug-in unit.
Specific embodiment
The embodiments of the present invention are described in detail below in conjunction with attached drawing, but the utility model can be by right
It is required that the multitude of different ways for limiting and covering is implemented:
As shown in Fig. 1~Fig. 6, the utility model provides a kind of novel fabricated concrete frame beam-column connection, packet
Two precast beams 2 for including prefabricated post 1 and being symmetrically separately mounted on 1 two sides outer wall of prefabricated post.
There are two symmetrically arranged L-type steel plate 11, one end of two L-type steel plates 11 is parallel to the ground for setting in prefabricated post 1
And it is pierced by prefabricated post 1；The end face of each 2 one end of precast beam, which extends in precast beam 2, is provided with through-hole 21, two precast beams 2
It is mounted on the outer wall of 1 two sides of prefabricated post by 11 one end of L-type steel plate in insertion through-hole 21, to carry out preliminary fixed pre-
Beam 2 processed.
The other end for two L-type steel plates 11 being vertically arranged in prefabricated post 1 is provided with perforation 13, and from prefabricated post 1
Two sides outer wall is equipped with high-strength bolt 14 into two perforation 13, to undertake the self weight of precast beam 2, the setting of high-strength bolt 14 exists
2 top of precast beam.
It is provided with triangle cushion cap 12 between the lower end surface of each precast beam 2 and the outer wall of prefabricated post 1 to be fixed, three
Angular cushion cap 12 is that the L-type steel plate 11 of top reduces shearing.
On the side wall of the two sides of each precast beam 2 and on the side wall of 1 two sides of prefabricated post corresponding with each precast beam 2
Several fixation holes 22 vertical and be spaced substantially equidistant are provided with, each fixation hole 22 and phase on precast beam 2 are set
Corresponding horizontal parallel, which is arranged between each fixation hole 22 in prefabricated post 1, has assigned U-shaped plug-in unit 23, and U-shaped plug-in unit 23 can be resisted
The lateral load of precast beam 2.
Every two fixation hole 22 of the distance between the fixation hole 22 for 21 lower section of through-hole 21 and through-hole with vertical direction
The distance between it is equal, to guarantee not formed brittleness between fixation hole 22 and through-hole 21 to destroy through-hole 21.
Invention is exemplarily described in above-mentioned combination attached drawing, it is clear that the utility model implements not by above-mentioned side
The limitation of formula, if the method concept of the utility model and this insubstantial improvement of technical solution progress are used, or without
It improves and the conception and technical scheme of invention is directly applied into other occasions, both be within the protection scope of the present invention.
Claims (4)
1. a kind of novel fabricated concrete frame beam-column connection, including prefabricated post (1) and symmetrically it is separately mounted to pre-
Two precast beams (2) on the outer wall of column (1) two sides processed, it is characterised in that: there are two be symmetrical arranged for setting in the prefabricated post (1)
L-type steel plate (11), one end of described two L-type steel plates (11) is parallel to the ground and is pierced by prefabricated post (1)；It is described each pre-
The end face of beam (2) one end processed extends in precast beam (2) and is provided with through-hole (21), and described two precast beams (2) pass through insertion
L-type steel plate (11) one end in through-hole (21) is mounted on the outer wall of prefabricated post (1) two sides；The two of each precast beam (2)
It is vertical and equidistant to be provided on the side wall of side and on the side wall of prefabricated post corresponding with each precast beam (2) (1) two sides
Several fixation holes (22) of arrangement, each fixation hole (22) being arranged on precast beam (2) and corresponding level are flat
Row setting has assigned U-shaped plug-in unit (23) between each fixation hole (22) on prefabricated post (1).
2. a kind of novel fabricated concrete frame beam-column connection according to claim 1, it is characterised in that: described
Triangle cushion cap (12) is provided between the lower end surface of each precast beam (2) and the outer wall of prefabricated post (1) to be fixed.
3. a kind of novel fabricated concrete frame beam-column connection according to claim 1, it is characterised in that: described
The other end for two L-type steel plates (11) being vertically arranged in prefabricated post (1) is provided with perforation (13), and from prefabricated post (1)
Two sides outer wall is equipped with high-strength bolt (14) into two perforation (13), and the high-strength bolt (14) is arranged on precast beam (2)
Side.
4. a kind of novel fabricated concrete frame beam-column connection according to claim 1, it is characterised in that: described
Every two fixation hole (22) of the distance between the fixation hole (22) below through-hole (21) and through-hole (21) with vertical direction
The distance between it is equal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821765187.4U CN209538379U (en) | 2018-10-25 | 2018-10-25 | A kind of novel fabricated concrete frame beam-column connection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821765187.4U CN209538379U (en) | 2018-10-25 | 2018-10-25 | A kind of novel fabricated concrete frame beam-column connection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209538379U true CN209538379U (en) | 2019-10-25 |
Family
ID=68247544
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821765187.4U Expired - Fee Related CN209538379U (en) | 2018-10-25 | 2018-10-25 | A kind of novel fabricated concrete frame beam-column connection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209538379U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109296070A (en) * | 2018-10-25 | 2019-02-01 | 安徽建筑大学 | A kind of novel fabricated concrete frame beam-column connection |
-
2018
- 2018-10-25 CN CN201821765187.4U patent/CN209538379U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109296070A (en) * | 2018-10-25 | 2019-02-01 | 安徽建筑大学 | A kind of novel fabricated concrete frame beam-column connection |
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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: 20191025 Termination date: 20211025 |