CN209339376U - The flexible connecting structure of masonry filler wall and beam - Google Patents
The flexible connecting structure of masonry filler wall and beam Download PDFInfo
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- CN209339376U CN209339376U CN201822064085.6U CN201822064085U CN209339376U CN 209339376 U CN209339376 U CN 209339376U CN 201822064085 U CN201822064085 U CN 201822064085U CN 209339376 U CN209339376 U CN 209339376U
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- masonry filler
- connecting structure
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Abstract
The utility model provides the flexible connecting structure of a kind of masonry filler wall and beam herein；Built-in fitting is set on beam, after the completion of wall to be filled is built, weld the clamping plate for controlling the lateral stability of wall in built-in fitting location site, built-in fitting, clamping plate fill packing material are arranged between wall.This patent selects common building materials, solves masonry filler wall and beam is flexibly connected way, can reduce masonry filler wall to the adverse effect of main structure, while guaranteeing the stability of masonry filler wall itself.In addition, this patent improves common blockwork way, on the basis of the Basic practice for not changing common wall, the connecting node for optimizing wall and beam meets wall stability while reaching filling wall and beam flexible connection, and the common building materials for selecting market common, facilitate construction.
Description
Technical field
The utility model relates to a kind of connection structures for filling wall and beam, are specifically the flexibilities of masonry filler wall and beam
Connection structure.
Background technique
Masonry filler wall (including brick wall and blockwork), because of the excellent functionality such as fire prevention, sound insulation, building energy conservation, simultaneously
The generality and economy of material have been taken into account, has all been the partition material of the mainstream in concrete structure all the time.Fill wall pair
Building room is gone along with sb. to guard him and compartmentation, is not subject to only undertake wall own wt using live load.
Although explicitly pointing out such wall in earthquake resistant code preferably with main structure using being flexibly connected, Practical Project is used
In, in order to guarantee the stabilization of filled wall itself, the way that periphery is held out against with frame beam column is generallyd use, though this method is easy easily
Row, but it does not account for (even if being reduced by the period to seismic force in calculating the stiffness effect of structure when calculating
Amplify, but it is quantitatively complete inaccuracy first, and seismic force can not be distributed suitably), exist so as to cause structure
The performance of antidetonation kind is not inconsistent with calculation assumption.And since they do not have the bearing capacity of seismic structural wall, earthquake resistant wall actually in earthquake, often
It can destroy first, form security risk.However being just no lack of in earthquake leads to the example of people's wealth loss because filling wall collapses.
It may require that filling wall must be between main structure (beam) using flexible connection, to the greatest extent in some project constructions at present
Amount does not provide any rigidity to main structure, but needs to guarantee its own stabilization.Recent national building standard designs atlas
In 10SG614-2 " the masonry filler wall detail of construction (two) (being flexibly connected with main structure) ", the way of recommendation is using arrangement of reinforcement
Coupled column meet the stable problem after wall and main structure disengage, but need to use the dedicated building block with 50x30mm slot,
Or on-site cutting groove body places reinforcing bar after the completion of building, this mode difficulty of construction is high, and is difficult to promote.
Utility model content
Therefore, in order to solve above-mentioned deficiency, the utility model provides the flexible connection of a kind of masonry filler wall and beam herein
Structure.This patent selects common building materials, solves masonry filler wall and beam is flexibly connected way, can reduce masonry filling
Wall guarantees the stability of masonry filler wall itself to the adverse effect of main structure.In addition, this patent is to common blockwork
Body way improves, and on the basis of the Basic practice for not changing common wall, optimizes the connecting node of wall and beam, reaches and fill out
While filling wall and beam flexible connection, meets wall stability, and the common building materials for selecting market common, facilitate construction.
The utility model is realized in this way constructing the flexible connecting structure of a kind of masonry filler wall and beam, feature exists
In: built-in fitting is set on beam, after the completion of wall to be filled is built, outside the face that built-in fitting location site welds for controlling wall
Stable clamping plate, built-in fitting, clamping plate, filling wall between packing material is set.
A kind of flexible connecting structure of masonry filler wall and beam, it is characterised in that: built-in fitting, wall to be filled are set on beam
After the completion of masonry, the angle cleat for controlling the lateral stability of wall is welded in built-in fitting location site；It fills between wall
Cast-in fixing bolt in horizontal binder fills and packing material is arranged between wall and beam.
According to the flexible connecting structure of masonry filler wall described in the utility model and beam, it is characterised in that: angle cleat is long
For 160mm, a height of 150 mm, width is 100 mm, and middle part has horizontal slotted hole.
A kind of flexible connecting structure of masonry filler wall and beam, it is characterised in that: it is pre-buried on beam or after plant dowel, way
Similar with common filling wall rigid connection, difference is that elastic material joint filling is arranged, and dowel passes through elastic material and filling
Wall connection.
According to the flexible connecting structure of masonry filler wall described in the utility model and beam, it is characterised in that: dowel passes through bullet
Property material connected with the corresponding concrete block of filling wall.
According to the flexible connecting structure of masonry filler wall described in the utility model and beam, it is characterised in that: dowel passes through bullet
Property material with filling wall construction column connect.
The utility model has the advantages that this patent selects common building materials, solves masonry filler wall and Liang Rou
Property connection way, masonry filler wall can be reduced to the adverse effect of main structure, while guaranteeing the steady of masonry filler wall itself
It is qualitative.In addition, this patent improves common blockwork way, on the basis of the Basic practice for not changing common wall,
The connecting node for optimizing wall and beam meets wall stability, and select market normal while reaching filling wall and beam flexible connection
The common building materials seen facilitate construction.
Detailed description of the invention
Fig. 1 is 1 schematic diagram of implementation structure of this patent flexible connecting structure；
Fig. 2 is 2 schematic diagram of implementation structure of this patent flexible connecting structure；
Fig. 3 is 3 schematic diagram of implementation structure of this patent flexible connecting structure；
Fig. 4 is the angle cleat schematic diagram in Fig. 3；
Fig. 5 is 4 schematic diagram of implementation structure of this patent flexible connecting structure；
Fig. 6 is 5 schematic diagram of implementation structure of this patent flexible connecting structure.
Specific embodiment
The utility model is described in detail below in conjunction with attached drawing 1- Fig. 6, to the skill in the utility model embodiment
Art scheme is clearly and completely described, it is clear that and the described embodiments are only a part of the embodiments of the utility model, and
The embodiment being not all of.Based on the embodiments of the present invention, those of ordinary skill in the art are not making creativeness
Every other embodiment obtained, fall within the protection scope of the utility model under the premise of labour.
The utility model provides the flexible connecting structure of a kind of masonry filler wall and beam by improving herein, can be according to such as
Under type is implemented；
Built-in fitting 2 is arranged in embodiment 1, as Figure 1-Figure 2, built-in fitting mode on beam 1, and wall to be filled has been built
Cheng Hou welds the clamping plate 3 for controlling the lateral stability of wall, built-in fitting 2, clamping plate 3, filling wall 4 in 2 location site of built-in fitting
Between be arranged packing material 5.
Embodiment 2, as shown in figure 3, outsourcing filling wall and beam built-in fitting connection type, are arranged built-in fitting 2 on beam 1,
After the completion of wall to be filled is built, the angle cleat 6 for controlling the lateral stability of wall is welded in 2 location site of built-in fitting；It fills out
Cast-in fixing bolt 8 in the horizontal binder 7 between wall 4 is filled, fills and packing material 5 is set between wall 4 and beam 1.
Wherein, a length of 160mm of angle cleat 6, a height of 150 mm, width are 100 mm, and middle part has horizontal slotted hole 9.
Embodiment 3, as shown in figure 5, tension rib mode, the pre-buried or rear plant dowel 10 on beam 1, way and common filling
Wall rigid connection is similar, and difference is that elastic material joint filling is arranged, and dowel 10 passes through elastic material 11 and filling wall 4 connects
It connects.Wherein, tension rib 10 passes through the concrete block 12 corresponding with filling wall 4 of elastic material 11 and connects.
Embodiment 4, as shown in fig. 6, tension rib mode, the pre-buried or rear plant dowel 10 on beam 1, way and common filling
Wall rigid connection is similar, and difference is that elastic material joint filling is arranged, and dowel 10 passes through elastic material 11 and filling wall 4 connects
It connects.Dowel 10 passes through elastic material 11 and connect with filling wall construction column 13.
This patent selects common building materials, solves masonry filler wall 1 and beam 1 is flexibly connected way, can reduce block
Body fills wall to the adverse effect of main structure, while guaranteeing the stability of masonry filler wall itself.In addition, this patent is to common
Blockwork way improves, and on the basis of the Basic practice for not changing common wall, optimizes the connection section of wall and beam 1
Point meets wall stability, and the common building materials for selecting market common while reaching filling wall 1 and the flexible connection of beam 1,
Facilitate construction.
The foregoing description of the disclosed embodiments can be realized professional and technical personnel in the field or using originally practical new
Type.Various modifications to these embodiments will be readily apparent to those skilled in the art, and determine herein
The General Principle of justice can be realized in other embodiments without departing from the spirit or scope of the present utility model.Cause
This, the present invention will not be limited to the embodiments shown herein, and is to fit to and principles disclosed herein
The widest scope consistent with features of novelty.
Claims (6)
1. the flexible connecting structure of a kind of masonry filler wall and beam, it is characterised in that: built-in fitting (2) are arranged on beam (1), wait fill out
It fills after the completion of wall masonry, welds the clamping plate (3) for controlling the lateral stability of wall, built-in fitting in built-in fitting (2) location site
(2), packing material (5) are set between clamping plate (3), filling wall (4).
2. the flexible connecting structure of a kind of masonry filler wall and beam, it is characterised in that: built-in fitting (2) are arranged on beam (1), wait fill out
It fills after the completion of wall masonry, welds the angle cleat (6) for controlling the lateral stability of wall in built-in fitting (2) location site；It fills out
Horizontal binder (7) interior cast-in fixing bolt (8) between wall (4) is filled, fills and packing material (5) is set between wall (4) and beam (1).
3. the flexible connecting structure of masonry filler wall and beam according to claim 2, it is characterised in that: angle cleat (6) is long
For 160mm, a height of 150 mm, width is 100 mm, and middle part has horizontal slotted hole (9).
4. the flexible connecting structure of a kind of masonry filler wall and beam, it is characterised in that: it is pre-buried on beam (1) or after plant dowel
(10), way is similar with common filling wall rigid connection, and difference is that elastic material joint filling is arranged, and dowel (10) passes through bullet
Property material (11) with filling wall (4) connect.
5. the flexible connecting structure of masonry filler wall and beam according to claim 4, it is characterised in that: dowel (10) passes through bullet
Property material (11) connected with filling wall (4) corresponding concrete block (12).
6. the flexible connecting structure of masonry filler wall and beam according to claim 4, it is characterised in that: dowel (10) passes through bullet
Property material (11) with filling wall construction column (13) connect.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822064085.6U CN209339376U (en) | 2018-12-10 | 2018-12-10 | The flexible connecting structure of masonry filler wall and beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822064085.6U CN209339376U (en) | 2018-12-10 | 2018-12-10 | The flexible connecting structure of masonry filler wall and beam |
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| Publication Number | Publication Date |
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| CN209339376U true CN209339376U (en) | 2019-09-03 |
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| CN201822064085.6U Active CN209339376U (en) | 2018-12-10 | 2018-12-10 | The flexible connecting structure of masonry filler wall and beam |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110714551A (en) * | 2019-09-30 | 2020-01-21 | 上海宝冶集团有限公司 | Method for fixing building bearing plate and masonry below steel beam |
| CN113463794A (en) * | 2021-07-20 | 2021-10-01 | 中国华西企业股份有限公司 | Nine-degree fortification infilled wall capping structure, partition wall and construction method |
| CN114411955A (en) * | 2022-03-09 | 2022-04-29 | 中建一局集团第三建筑有限公司 | Flexible connection structure of structural beam and constructional column |
| CN114981508A (en) * | 2020-03-19 | 2022-08-30 | 吉野石膏株式会社 | Connecting structure of partition wall and floor slab and construction method thereof |
-
2018
- 2018-12-10 CN CN201822064085.6U patent/CN209339376U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110714551A (en) * | 2019-09-30 | 2020-01-21 | 上海宝冶集团有限公司 | Method for fixing building bearing plate and masonry below steel beam |
| CN114981508A (en) * | 2020-03-19 | 2022-08-30 | 吉野石膏株式会社 | Connecting structure of partition wall and floor slab and construction method thereof |
| CN114981508B (en) * | 2020-03-19 | 2024-03-08 | 吉野石膏株式会社 | Connection structure of partition wall and floor slab and construction method thereof |
| CN113463794A (en) * | 2021-07-20 | 2021-10-01 | 中国华西企业股份有限公司 | Nine-degree fortification infilled wall capping structure, partition wall and construction method |
| CN114411955A (en) * | 2022-03-09 | 2022-04-29 | 中建一局集团第三建筑有限公司 | Flexible connection structure of structural beam and constructional column |
| CN114411955B (en) * | 2022-03-09 | 2024-01-26 | 中建一局集团第三建筑有限公司 | Flexible connection structure of structural beam and constructional column |
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