CN203097028U - Near-surface mounted infilled wall earthquake-resisting separation node - Google Patents
Near-surface mounted infilled wall earthquake-resisting separation node Download PDFInfo
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- CN203097028U CN203097028U CN 201320067427 CN201320067427U CN203097028U CN 203097028 U CN203097028 U CN 203097028U CN 201320067427 CN201320067427 CN 201320067427 CN 201320067427 U CN201320067427 U CN 201320067427U CN 203097028 U CN203097028 U CN 203097028U
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- infilled wall
- body structure
- concrete frame
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Abstract
The utility model discloses a near-surface mounted infilled wall earthquake-resisting separation node which comprises an infilled wall and a framework main body structure. The framework main body structure is composed of framework columns arranged on two sides of the infilled wall and a framework beam arranged above the infilled wall. The infilled wall and the framework main body structure are separated. A concrete frame is arranged on the upper periphery of the infilled wall. The concrete frame is composed of a constructional column arranged between the infilled wall and the framework columns and a coping beam arranged between the infilled wall and the framework beam. The concrete frame is connected with the framework main body structure through a plurality of connecting node structures. The infilled wall and the framework main body structure are separated according to structure inter-story displacement in earthquakes, the concrete frame is arranged on the periphery of the infilled wall to enable the infilled wall and the framework main body structure to be connected, partition stiffness is not considered in design calculation, a model conforms to a building stress state, and safety of the framework main body structure and the infilled wall in the earthquakes can be guaranteed at the same time.
Description
Technical field
The utility model relates to a kind of embedded infilled wall antidetonation separate node.
Background technology
We find that the frame construction earthquake is comparatively serious in 5.12 Wenchuan earthquake seimic disaster census, wherein have be greatly because the layout of infilled wall to the influence of structural entity rigidity, collision mutually takes place in infilled wall and agent structure when being earthquake, in designing and calculating, can't accurately consider the influence of partition wall rigidity, cause the chassis body structural damage.
The utility model content
Goal of the invention of the present utility model is: at the problem of above-mentioned existence, provide a kind of can guarantee earthquake the time infilled wall and chassis body structure do not bump against, thereby guarantee the embedded infilled wall antidetonation separate node of chassis body structure and infilled wall safety.
The technical scheme of the utility model technology is achieved in that a kind of embedded infilled wall antidetonation separate node, comprise infilled wall and chassis body structure, described chassis body structure is made up of frame column that is arranged on the infilled wall both sides and the Vierendeel girder that is arranged on the infilled wall top, it is characterized in that: described infilled wall separates with the chassis body structure, be provided with concrete frame at described infilled wall upper periphery, described concrete frame by be arranged on the constructional column between infilled wall and the frame column and be arranged on infilled wall and Vierendeel girder between capping beam constitute, described concrete frame is connected with the chassis body structure by some connected node structures.
Embedded infilled wall antidetonation separate node described in the utility model, its described connected node structure comprises and being arranged in the concrete frame and can be relative to its slidably embedded part that moves, and the described slidably embedded part built-in fitting interior with being embedded in the chassis body structure is corresponding fixedly connected.
Embedded infilled wall antidetonation separate node described in the utility model, its described connected node structure comprises and being arranged in the concrete frame and can be relative to its slidably embedded part that moves, described frame column is a steel column, and described Vierendeel girder is a girder steel, and described slidably embedded part is fixedlyed connected with steel column or with girder steel.
Embedded infilled wall antidetonation separate node described in the utility model, when its described infilled wall correspondence was positioned at the centre position of girder steel, described slidably embedded part was directly fixedlyed connected with girder steel; When described infilled wall was setovered with respect to girder steel, described slidably embedded part was fixedlyed connected with girder steel by connector; When described infilled wall was positioned at girder steel one side, described slidably embedded part was fixedlyed connected with the built-in fitting in being embedded in floor.
Embedded infilled wall antidetonation separate node described in the utility model, its described slidably embedded part directly fixedly connected with steel column or described slidably embedded part be embedded in steel column on built-in fitting in the constructional column fixedly connected.
Embedded infilled wall antidetonation separate node described in the utility model, its described slidably embedded part is the U shaped steel plate, all is being filled with flexible sound-proof materials between described U shaped steel plate and the concrete frame and between chassis body structure and the concrete frame.
The utility model with infilled wall with the chassis body structure during according to big shake the structure relative storey displacement separate, infilled wall and chassis body structure do not bump against during with the assurance earthquake, rigidity is provided for the chassis body structure yet, by concrete frame being set at the infilled wall periphery, and adopt the connected node structure that infilled wall is connected with the chassis body structure, in designing and calculating, do not consider partition wall rigidity like this, its model conforms to the building stress, can guarantee the safety of frame construction main body and infilled wall in earthquake simultaneously.
Description of drawings
Fig. 1 is a kind of structural representation of the utility model embodiment 1.
Fig. 2 is the partial enlarged drawing at wall connected node structure place when occupying in the beam.
Fig. 3 is an A-A sectional view among Fig. 2.
Fig. 4 is a kind of partial enlarged drawing at connected node structure place between constructional column and the frame column.
Fig. 5 is a B-B sectional view among Fig. 4.
The partial enlarged drawing at connected node structure place when Fig. 6 is the wall biasing.
Fig. 7 is the partial enlarged drawing at wall connected node structure place when occupying the beam limit.
Fig. 8 is a C-C sectional view among Fig. 7.
Fig. 9 is the another kind of partial enlarged drawing at connected node structure place between constructional column and the frame column.
Figure 10 is a D-D sectional view among Fig. 9.
Figure 11 is the structural representation of the utility model embodiment 2.
Mark among the figure: 1 is infilled wall, and 2 is frame column, and 3 is Vierendeel girder, and 4 is constructional column, and 5 is capping beam, and 6 are embedded part slidably, and 7 is built-in fitting, and 8 is floor, and 9 is connector.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is done detailed explanation.
In order to make the purpose of this utility model, technical scheme and advantage clearer,, the utility model technology is further elaborated below in conjunction with drawings and Examples.Should be appreciated that specific embodiment described herein only in order to explanation the utility model, and be not used in qualification the utility model.
Embodiment 1: as shown in Figure 1, a kind of embedded infilled wall antidetonation separate node, comprise infilled wall 1 and chassis body structure, described chassis body structure is made up of frame column 2 that is arranged on infilled wall 1 both sides and the Vierendeel girder 3 that is arranged on infilled wall 1 top, floor 8 is set on Vierendeel girder, described infilled wall 1 separates with the chassis body structure, be provided with concrete frame at described infilled wall 1 upper periphery, described concrete frame by be arranged on the constructional column 4 between infilled wall 1 and the frame column 2 and be arranged on infilled wall 1 and Vierendeel girder 3 between capping beam 5 constitute, described concrete frame is connected with the chassis body structure by some connected node structures, wherein the connected node structure is arranged within the concrete frame, adopt the implicit expression connected mode, guaranteed the integrality of wall construction effect.
Shown in Fig. 2-5, described connected node structure comprises and being arranged in the concrete frame and can be relative to its slidably embedded part 6 that moves, described slidably embedded part is the U shaped steel plate, wherein said frame column 2 is a steel column, described Vierendeel girder 3 is a girder steel, when infilled wall is positioned at shown in Fig. 2 and 4 position, described U shaped steel plate is directly fixedlyed connected with steel column or with girder steel, described U shaped steel plate is arranged on the concrete frame with it in the corresponding groove, leave certain interval between described U shaped steel plate and the groove, all be filled with flexible sound-proof materials between described U shaped steel plate and the concrete frame and between chassis body structure and the concrete frame, as polystyrene foam, thereby satisfied the sound insulation requirement that this project hotel uses, also guaranteed that the infilled wall structure can not produce thrust to the chassis body structure when earthquake simultaneously.
As shown in Figure 6, when infilled wall was setovered with respect to Vierendeel girder, described U shaped steel plate was fixedlyed connected with girder steel by a connection piece 9; Shown in Fig. 7 and 8, when infilled wall occupied Vierendeel girder one side, described U shaped steel plate was fixedlyed connected with the built-in fitting 7 in being embedded in floor 8; As shown in figure 10, when infilled wall is positioned at as shown in Figure 9 the position, described U shaped steel plate be embedded in steel column on built-in fitting 7 in the constructional column fixedly connected.
Embodiment 2: as shown in figure 11, described frame column 2 and Vierendeel girder 3 are concrete structure, described connected node structure comprises and being arranged in the concrete frame and can be relative to its slidably embedded part 6 that moves, described slidably embedded part 6 is corresponding fixedly connected with the built-in fitting 7 in being embedded in the concrete frame agent structure, and other structures are substantially the same manner as Example 1.
The above only is preferred embodiment of the present utility model; not in order to restriction the utility model; all any modifications of within spirit of the present utility model and principle, being done, be equal to and replace and improvement etc., all should be included within the protection domain of the present utility model.
Claims (6)
1. embedded infilled wall antidetonation separate node, comprise infilled wall (1) and chassis body structure, described chassis body structure is made up of frame column (2) that is arranged on infilled wall (1) both sides and the Vierendeel girder (3) that is arranged on infilled wall (1) top, it is characterized in that: described infilled wall (1) separates with the chassis body structure, be provided with concrete frame at described infilled wall (1) upper periphery, described concrete frame by be arranged on the constructional column (4) between infilled wall (1) and the frame column (2) and be arranged on infilled wall (1) and Vierendeel girder (3) between capping beam (5) constitute, described concrete frame is connected with the chassis body structure by some connected node structures.
2. embedded infilled wall antidetonation separate node according to claim 1, it is characterized in that: described connected node structure comprises and being arranged in the concrete frame and can be relative to its slidably embedded part (6) that moves, and described slidably embedded part (6) built-in fitting (7) interior with being embedded in the chassis body structure is corresponding fixedly connected.
3. embedded infilled wall antidetonation separate node according to claim 1, it is characterized in that: described connected node structure comprises and being arranged in the concrete frame and can be relative to its slidably embedded part (6) that moves, described frame column (2) is a steel column, described Vierendeel girder (3) is a girder steel, and described slidably embedded part (6) is fixedlyed connected with steel column or with girder steel.
4. embedded infilled wall antidetonation separate node according to claim 3 is characterized in that: when described infilled wall (1) correspondence was positioned at the centre position of girder steel, described slidably embedded part (6) was directly fixedlyed connected with girder steel; When described infilled wall (1) was setovered with respect to girder steel, described slidably embedded part (6) was fixedlyed connected with girder steel by connector (9); When described infilled wall (1) was positioned at girder steel one side, described slidably embedded part (6) was fixedlyed connected with the built-in fitting (7) in being embedded in floor (8).
5. embedded infilled wall antidetonation separate node according to claim 3 is characterized in that: described slidably embedded part (6) directly fixedly connected with steel column or described slidably embedded part (6) be embedded in steel column on built-in fitting (7) in the constructional column fixedly connected.
6. according to any described embedded infilled wall antidetonation separate node in the claim 1 to 5, it is characterized in that: described slidably embedded part (6) is the U shaped steel plate, all is being filled with flexible sound-proof materials between described U shaped steel plate and the concrete frame and between chassis body structure and the concrete frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320067427 CN203097028U (en) | 2013-02-06 | 2013-02-06 | Near-surface mounted infilled wall earthquake-resisting separation node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320067427 CN203097028U (en) | 2013-02-06 | 2013-02-06 | Near-surface mounted infilled wall earthquake-resisting separation node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203097028U true CN203097028U (en) | 2013-07-31 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320067427 Expired - Lifetime CN203097028U (en) | 2013-02-06 | 2013-02-06 | Near-surface mounted infilled wall earthquake-resisting separation node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203097028U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104532962A (en) * | 2015-01-07 | 2015-04-22 | 合肥建工集团有限公司 | Sliding connection device for construction column and steel column |
| CN104652609A (en) * | 2015-02-10 | 2015-05-27 | 中国建筑股份有限公司 | High-performance foamed aluminum energy-consuming connecting device for filler wall and main body structure |
| CN104989013A (en) * | 2015-07-10 | 2015-10-21 | 浙江大学宁波理工学院 | Anti-seismic frame shear wall and construction method thereof |
| CN107237419A (en) * | 2017-07-27 | 2017-10-10 | 中国建筑西南设计研究院有限公司 | The earthquake isolating equipment that a kind of shock isolating pedestal in the case of drawing is pressurized all the time |
| CN107795033A (en) * | 2017-09-27 | 2018-03-13 | 南京电力工程设计有限公司 | A kind of substation structure antidetonation fills wall |
| CN108708480A (en) * | 2018-08-30 | 2018-10-26 | 河北建筑工程学院 | A kind of the frame wall filled with masonry structural system and its construction method of sliding slot limit connection |
| CN108797847A (en) * | 2018-08-30 | 2018-11-13 | 河北建筑工程学院 | A kind of assembled steel frame wall filled with masonry structural system and its construction method |
| CN110295675A (en) * | 2019-06-26 | 2019-10-01 | 上海原构设计咨询有限公司 | A kind of prefabricated non-stress Side fascia and main body stress cast-in-place shear wall Joining Technology |
| CN111042375A (en) * | 2019-12-25 | 2020-04-21 | 潍坊科技学院建筑安装公司 | Prefabricated assembled recycled concrete wallboard |
| CN113863531A (en) * | 2017-10-03 | 2021-12-31 | 帕特克有限公司 | Seismic yield joint |
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2013
- 2013-02-06 CN CN 201320067427 patent/CN203097028U/en not_active Expired - Lifetime
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104532962B (en) * | 2015-01-07 | 2017-08-25 | 合肥建工集团有限公司 | Constructional column and steel column sliding connecting device |
| CN104532962A (en) * | 2015-01-07 | 2015-04-22 | 合肥建工集团有限公司 | Sliding connection device for construction column and steel column |
| CN104652609A (en) * | 2015-02-10 | 2015-05-27 | 中国建筑股份有限公司 | High-performance foamed aluminum energy-consuming connecting device for filler wall and main body structure |
| CN104989013A (en) * | 2015-07-10 | 2015-10-21 | 浙江大学宁波理工学院 | Anti-seismic frame shear wall and construction method thereof |
| CN104989013B (en) * | 2015-07-10 | 2017-11-17 | 浙江大学宁波理工学院 | Earthquake-proof frame shear wall and its construction method |
| CN107237419B (en) * | 2017-07-27 | 2022-12-06 | 中国建筑西南设计研究院有限公司 | Shock isolation device with shock isolation support always pressed under drawing condition |
| CN107237419A (en) * | 2017-07-27 | 2017-10-10 | 中国建筑西南设计研究院有限公司 | The earthquake isolating equipment that a kind of shock isolating pedestal in the case of drawing is pressurized all the time |
| CN107795033A (en) * | 2017-09-27 | 2018-03-13 | 南京电力工程设计有限公司 | A kind of substation structure antidetonation fills wall |
| CN113863531A (en) * | 2017-10-03 | 2021-12-31 | 帕特克有限公司 | Seismic yield joint |
| CN108797847A (en) * | 2018-08-30 | 2018-11-13 | 河北建筑工程学院 | A kind of assembled steel frame wall filled with masonry structural system and its construction method |
| CN108708480A (en) * | 2018-08-30 | 2018-10-26 | 河北建筑工程学院 | A kind of the frame wall filled with masonry structural system and its construction method of sliding slot limit connection |
| CN108797847B (en) * | 2018-08-30 | 2023-12-22 | 新疆山水建设工程有限公司 | Assembled steel frame infilled wall structure system and construction method thereof |
| CN110295675A (en) * | 2019-06-26 | 2019-10-01 | 上海原构设计咨询有限公司 | A kind of prefabricated non-stress Side fascia and main body stress cast-in-place shear wall Joining Technology |
| CN111042375A (en) * | 2019-12-25 | 2020-04-21 | 潍坊科技学院建筑安装公司 | Prefabricated assembled recycled concrete wallboard |
| CN111042375B (en) * | 2019-12-25 | 2021-11-05 | 潍坊科技学院建筑安装公司 | Prefabricated assembled recycled concrete wallboard |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130731 |
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| CX01 | Expiry of patent term |