CN201850780U - Anti-seismic reinforcing device for beam-column joint region - Google Patents
Anti-seismic reinforcing device for beam-column joint region Download PDFInfo
- Publication number
- CN201850780U CN201850780U CN2010205948328U CN201020594832U CN201850780U CN 201850780 U CN201850780 U CN 201850780U CN 2010205948328 U CN2010205948328 U CN 2010205948328U CN 201020594832 U CN201020594832 U CN 201020594832U CN 201850780 U CN201850780 U CN 201850780U
- Authority
- CN
- China
- Prior art keywords
- steel plate
- column node
- bean column
- district
- crossbeam
- 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.)
- Expired - Lifetime
Links
Images
Abstract
The utility model discloses an anti-seismic reinforcing device for a beam-column joint region. Two side walls and a bottom face of each first beam (1) in the beam-column joint region are respectively provided with a first steel plate (2.1) fixedly, two side walls and a bottom face of each second beam (3) in the beam-column joint region are respectively provided with a second steel plate (2.2) fixedly, four side walls of each column (4) in the beam-column joint region are respectively provided with a third steel plate (2.3) fixedly, a fourth steel plate is fixed to the top of a floor slab (5) in the beam-column joint region, a fifth steel plate (2.5) is fixed to the bottom of the floor slab (5) in the beam-column joint region, and each two adjacent and perpendicular steel plates among the steel plates (2) are welded together. The anti-seismic reinforcing device is ideal in both bearing capacity and deformation resistance in the beam-column joint region.
Description
Technical field
The utility model relates to a kind of civil engineering structure, specifically is the anti-seismic strengthening device in a kind of bean column node district.
Background technology
In recent years, the generation of earthquake disaster is more and more frequent, brings huge life and property loss and moral injury to human society.In order to slow down the injury that earthquake brings, before earthquake, people need carry out consolidation process to the bean column node of the building in the multiple area of earthquake; And after earthquake, people need carry out consolidation process with repair damage to the bean column node of the building of moderate lesion equally, make building can continue to use and guarantee structural safety, rebuild the unnecessary waste that causes after avoiding dismantling again.
The interior position that the column of building is combined with crossbeam of building trade is called bean column node, each bean column node specifically is meant, an orthogonal in twos root post, first crossbeam and one second crossbeam three's crossing coincidence part, first crossbeam is consistent with the apical side height of second crossbeam, and the end face of two crossbeams is provided with one deck floor.And the bean column node district is meant column, first crossbeam and the second crossbeam three's crossing coincidence part and near position, near the position be meant the floor of one section second certain area of crossbeam and coincidence part top of one section second crossbeam, the coincidence part opposite side of one section first crossbeam, coincidence part one side of one section first crossbeam, the coincidence part opposite side of one section column, coincidence part one side of one section column, the coincidence part below of coincidence part top, described certain area is meant five times to ten times of column cross-section area.Personnel's custom first crossbeam that the height in cross section is bigger is called main beam in the industry; The second less crossbeam of the height in cross section is called time crossbeam.
In the building trade personnel generally adopt between two bean column node districts mounting strap damper the method for steel support building structure is reinforced.Damper comprises a cylinder body and the piston of a sliding fit in cylinder body, and the piston two ends are fixed with the two-piston bar, and the two-piston bar is linked in the through hole at cylinder body two ends, is penetrated with several through holes on the piston, is full of fluid in the cylinder body.During earthquake, the vibrations that building is subjected to pass to the two-piston bar from the bean column node district, making piston rod drive piston moves back and forth in cylinder body, the hole wall and the fluid friction of the through hole of piston at this moment, vibrational energy is converted into heat energy, and heat energy diffuses in the air, like this, a little less than making shock energy more and more, play the effect of damping.
The anti-seismic strengthening device structure in bean column node district of implementing said method is generally as follows: it comprises the block plate on the sidewall of a root post that is fixed on the bean column node district and is fixed on a block plate on the bottom surface of a crossbeam of bean column node, above-mentioned two steel plates link to each other and are vertical, are fixed with an otic placode on above-mentioned two block plates; It comprises that also a band level supports to the steel of the damper that is provided with, and steel is supported and fixed between this bean column node district and adjacent another bean column node district, and an end and the otic placode of damper are fixed, the other end of damper and steel support fixation.
But there is following defective in the anti-seismic strengthening device in the bean column node district of above prior art: because the complex structure in bean column node district, this bracing means is not enough to the constraint and the support in bean column node district, make the bearing capacity in bean column node district and the ability of anti-deformation (being rigidity) all not enough, have the hidden danger of building collapse; Secondly, the stressing conditions in bean column node district is also complicated, often want bearing pressure, shearing, moment of flexure etc., but because damper is fixedlyed connected with otic placode, damper only can slow down the pressure consistent with this damper axial direction, and the ability of carrying shearing and moment of flexure is relatively poor, and the junction in damper and bean column node district is destroyed easily like this, make whole anti-seismic strengthening device lose efficacy, even cause the house to cave in.
The utility model content
The technical problems to be solved in the utility model is, the anti-seismic strengthening device in all desirable bean column node district of the ability of a kind of bearing capacity and anti-deformation is provided.
Technical solution of the present utility model is, a kind of anti-seismic strengthening device with bean column node district of following structure is provided, all be fixed with one first steel plate on two sidewalls of every section first crossbeam in bean column node district and a bottom surface, all be fixed with one second steel plate on two sidewalls of every section second crossbeam in bean column node district and a bottom surface, be fixed with one the 3rd steel plate on four sidewalls of every section column in bean column node district, the end face of the floor in bean column node district is fixed with one the 4th steel plate, and the bottom surface of the floor in bean column node district is fixed with one the 5th steel plate; In the above-mentioned steel plate, per two blocks of adjacent and vertical steel plates are welded to each other.
The 4th steel plate and the 5th steel plate are spirally connected by the studs that runs through floor.
Two first steel plates on two sidewalls of every section first crossbeam in bean column node district all are spirally connected by the studs that runs through first crossbeam; Two second steel plates on two sidewalls of every section second crossbeam in bean column node district all are spirally connected by the studs that runs through second crossbeam.
Two the 3rd steel plates on per two relative sidewalls in four sidewalls of the epimere column in bean column node district are spirally connected by the studs that runs through column; Two the 3rd steel plates on per two relative sidewalls in four sidewalls of the hypomere column in bean column node district are spirally connected by the studs that runs through column.
One the 5th steel plate comprises four first little steel plates, every first little steel plate with the sidewall of its one section first adjacent and vertical crossbeam on a sidewall of first steel plate, one section second crossbeam on two sidewalls of hypomere column in second steel plate, bean column node district on the welding of the 3rd steel plate.
One the 4th steel plate comprises four second little steel plates, every second little steel plate with two sidewalls of the epimere column in its adjacent and vertical bean column node district on the welding of the 3rd steel plate.
On steel plate on the bottom surface of a crossbeam in bean column node district and the column with the adjacent and vertical sidewall in this bottom surface on the 3rd steel plate on be fixed with an otic placode jointly, the anti-seismic strengthening device of bean column node also comprise a band damper and be fixed on this bean column node district and adjacent another bean column node district between steel support, one end of damper and steel support fixation, the other end and the otic placode of damper are hinged.
After adopting above structure, the anti-seismic strengthening device in the utility model bean column node district compared with prior art has the following advantages:
Because every crossbeam, column and floor all are fixed with a block plate outward, and every block plate is welded to each other with the steel plate vertical and adjacent with this steel plate, like this, the constraint and the support of space multistory just the bean column node district have been formed, strengthen the bearing capacity in bean column node district and the ability of anti-deformation largely, reduced the hidden danger of building collapse.
Because the 4th steel plate and the 5th steel plate are spirally connected by the studs that runs through floor, like this, the constraint of the constraint of floor top and floor below is connected and fixed the constraint that has formed an integral body, has further strengthened the intensity and the bearing capacity in bean column node district again.
Again owing to two block plates on two sidewalls of every section crossbeam all are spirally connected by the studs that runs through crossbeam, like this, steel plate on the beam side wall not only be adjacent and the welding of vertical steel plate, also be spirally connected, so further strengthened bean column node the district particularly bearing capacity of header portion and the ability of anti-deformation again with the steel plate relative with it.
Again again owing to the steel plate on per two the relative sidewalls in four sidewalls of every section column is spirally connected by the studs that runs through column, like this, steel plate on the column sidewall not only be adjacent and the welding of vertical steel plate, also be spirally connected, so further strengthened bean column node the district particularly bearing capacity of column part and the ability of anti-deformation with the steel plate relative with it.
Also because bean column node district otic placode and damper adopt hinged connected mode, be that damper and otic placode are hinged, eliminated the influence of the shearing at bean column node place and moment of flexure to damper, avoided further having reduced the hidden danger of building collapse owing to damper and being connected by shearing and moment of flexure destruction of otic placode cause bracing means to lose efficacy.
Description of drawings
Fig. 1 is that the anti-seismic strengthening device in the utility model bean column node district is roughly the structural representation of looking up when steel not being installed supporting.
Fig. 2 is the plan structure schematic diagram of the anti-seismic strengthening device in the utility model bean column node district.
Fig. 3 be this bean column node of the utility model district anti-seismic strengthening device face structural representation.
1, first crossbeam shown in the figure, 2, steel plate, 2.1, first steel plate, 2.2, second steel plate, the 2.3, the 3rd steel plate, the 2.4, the 4th steel plate, 2.41, the second little steel plate, the 2.5, the 5th steel plate, 2.51, the first little steel plate, 3, second crossbeam, 4, column, 5, floor, 6, otic placode, 7, steel supports, 8, damper, 9, weld seam, 10, studs.
The specific embodiment
The utility model is described in further detail below in conjunction with the drawings and specific embodiments.
As Fig. 1, Fig. 2, shown in Figure 3, the anti-seismic strengthening device in the utility model bean column node district, its structure is as follows: all be fixed with one first steel plate 2.1 on two sidewalls of every section first crossbeam 1 in bean column node district and a bottom surface, be all to be fixed with one first steel plate 2.1 on two sidewalls of one section first crossbeam 1 of coincidence part one side and a bottom surface, all be fixed with one first steel plate 2.1 on two sidewalls of another section first crossbeam 1 of coincidence part opposite side and a bottom surface.Two first steel plates 2.1 on two sidewalls of every section first crossbeam 1 all are spirally connected by the studs 10 that runs through first crossbeam 1, and first steel plate 2.1 on the bottom surface of every section first crossbeam 1 passes through screw.All be fixed with one second steel plate 2.2 on two sidewalls of every section second crossbeam 3 in bean column node district and a bottom surface, be all to be fixed with one second steel plate 2.2 on two sidewalls of one section second crossbeam 3 of coincidence part one side and a bottom surface, all be fixed with one second steel plate 2.2 on two sidewalls of another section second crossbeam 3 of coincidence part opposite side and a bottom surface.Two second steel plates 2.2 on two sidewalls of every section second crossbeam 3 all are spirally connected by the studs 10 that runs through second crossbeam 3, and second steel plate 2.2 on the bottom surface of every section second crossbeam 3 passes through screw.Be fixed with one the 3rd steel plate 2.3 on four sidewalls of every section column 4 in bean column node district, be to be fixed with one the 3rd steel plate 2.3 on four sidewalls of one section column 4 of coincidence part top, be fixed with one the 3rd steel plate 2.3 on four sidewalls of one section column 4 of coincidence part below.Two the 3rd steel plates 2.3 on per two relative sidewalls in four sidewalls of epimere column 4 are spirally connected by the studs 10 that runs through column 4; Two the 3rd steel plates 2.3 on per two relative sidewalls in four sidewalls of hypomere column 4 are spirally connected by the studs 10 that runs through column 4.The end face of the floor 5 in bean column node district is fixed with one the 4th steel plate 2.4, and the bottom surface of the floor 5 in bean column node district is fixed with one the 5th steel plate 2.5; The 4th steel plate 2.4 and the 5th steel plate 2.5 are spirally connected by the studs 10 that runs through floor 5.In the above-mentioned steel plate 2, per two blocks of adjacent and vertical steel plates 2 are welded to each other.
One the 5th steel plate 2.5 comprises four first little steel plates 2.51, every first little steel plate 2.51 with the sidewall of its one section first adjacent and vertical crossbeam 1 on a sidewall of first steel plate 2.1, one section second crossbeam 3 on two sidewalls of hypomere column 4 in second steel plate 2.2, bean column node district on 2.3 welding of the 3rd steel plate.
One the 4th steel plate 2.4 comprises four second little steel plates 2.41, every second little steel plate 2.41 with two sidewalls of the epimere column 4 in its adjacent and vertical bean column node district on 2.3 welding of the 3rd steel plate.
The 4th steel plate 2.4 and the 5th steel plate 2.5 are spirally connected by the studs 10 that runs through floor 5, specifically, every second little steel plate 2.41 with its under being spirally connected of the studs 10 of the first little steel plate 2.51 by running through floor 5.
On steel plate 2 on the bottom surface of a crossbeam in bean column node district (first crossbeam 1 or second crossbeam 3) and the column 4 with the adjacent and vertical sidewall in this bottom surface on the 3rd steel plate 2.3 on be fixed with an otic placode 6 jointly, describedly fixedly be meant welding.The anti-seismic strengthening device of bean column node also comprise a band damper 8 and be fixed on this bean column node district and adjacent another bean column node district between steel support 7, an end of damper 8 supports 7 with steel and fixes, the other end of damper 8 and otic placode 6 are hinged.Specifically, be exactly that the piston rod and the otic placode 6 of close otic placode 6 one ends of damper 8 is hinged.
The concrete steps that make up the anti-seismic strengthening device in this bean column node district are:
A, on the sidewall of every section crossbeam, beat the through hole that passes for studs 10 that runs through crossbeam, beat the blind hole that is used for mounting screw in the crossbeam bottom surface; On the sidewall of every section column 4, beat the through hole that supplies studs 10 to pass that runs through column 4; On floor 5, beat the through hole that supplies studs 10 to pass of perforation floor 5;
B, each block plate 2 is fixed on crossbeam, column 4 and the floor 5, specifically: beam side wall steel plate 2 usefulness studs 10 facing each other are fixing, the steel plate 2 of crossbeam bottom surface is screwed; 4 four sidewalls of column steel plate 2 usefulness studs 10 facing each other are fixing; Floor 5 upper and lower steel plate 2 usefulness studs 10 are fixed;
C, with 2 welding of adjacent and vertical per two block plates, make to form weld seam 9 between the two adjacent and vertical steel plates 2;
D, on the sidewall of the bottom surface of one section crossbeam and the column 4 vertical and adjacent with this bottom surface otic placode 6 of welding;
E, between two adjacent bean column node districts, fix steel and support 7, and the damper 8 that steel is supported on 7 is hinged on the otic placode 6 near the piston rod of otic placodes 6.
Claims (7)
1. the anti-seismic strengthening device in a bean column node district, it is characterized in that: all be fixed with one first steel plate (2.1) on two sidewalls of every section first crossbeam (1) in bean column node district and a bottom surface, all be fixed with one second steel plate (2.2) on two sidewalls of every section second crossbeam (3) in bean column node district and a bottom surface, be fixed with one the 3rd steel plate (2.3) on four sidewalls of every section column (4) in bean column node district, the end face of the floor in bean column node district (5) is fixed with one the 4th steel plate (2.4), and the bottom surface of the floor in bean column node district (5) is fixed with one the 5th steel plate (2.5); In the above-mentioned steel plate (2), per two blocks of adjacent and vertical steel plates (2) are welded to each other.
2. the anti-seismic strengthening device in bean column node according to claim 1 district is characterized in that: the 4th steel plate (2.4) and the 5th steel plate (2.5) are spirally connected by the studs (10) that runs through floor (5).
3. the anti-seismic strengthening device in bean column node according to claim 1 district is characterized in that: two first steel plates (2.1) on two sidewalls of every section first crossbeam (1) in bean column node district all are spirally connected by the studs (10) that runs through first crossbeam (1); Two second steel plates (2.2) on two sidewalls of every section second crossbeam (3) in bean column node district all are spirally connected by the studs (10) that runs through second crossbeam (3).
4. the anti-seismic strengthening device in bean column node according to claim 1 district is characterized in that: two the 3rd steel plates (2.3) on per two the relative sidewalls in four sidewalls of the epimere column (4) in bean column node district are spirally connected by the studs (10) that runs through column (4); Two the 3rd steel plates (2.3) on per two relative sidewalls in four sidewalls of the hypomere column (4) in bean column node district are spirally connected by the studs (10) that runs through column (4).
5. the anti-seismic strengthening device in bean column node according to claim 1 district, it is characterized in that: one the 5th steel plate (2.5) comprises four first little steel plates (2.51), every first little steel plate (2.51) with the sidewall of its adjacent and vertical one section first crossbeam (1) on a sidewall of first steel plate (2.1), one section second crossbeam (3) on two sidewalls of hypomere column (4) in second steel plate (2.2), bean column node district on the 3rd steel plate (2.3) welding.
6. the anti-seismic strengthening device in bean column node according to claim 1 district, it is characterized in that: one the 4th steel plate (2.4) comprises four second little steel plates (2.41), every second little steel plate (2.41) with two sidewalls of the epimere column (4) in its adjacent and vertical bean column node district on the 3rd steel plate (2.3) welding.
7. the anti-seismic strengthening device in bean column node according to claim 1 district, it is characterized in that: be fixed with an otic placode (6) jointly on the 3rd steel plate (2.3) on the sidewall that the steel plate (2) on the bottom surface of a crossbeam in bean column node district and column (4) are gone up and this bottom surface is adjacent and vertical, the anti-seismic strengthening device of bean column node also comprise a band damper (8) and be fixed on this bean column node district and adjacent another bean column node district between steel support (7), it is fixing that one end of damper (8) and steel support (7), and the other end of damper (8) and otic placode (6) are hinged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205948328U CN201850780U (en) | 2010-10-31 | 2010-10-31 | Anti-seismic reinforcing device for beam-column joint region |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205948328U CN201850780U (en) | 2010-10-31 | 2010-10-31 | Anti-seismic reinforcing device for beam-column joint region |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201850780U true CN201850780U (en) | 2011-06-01 |
Family
ID=44093179
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010205948328U Expired - Lifetime CN201850780U (en) | 2010-10-31 | 2010-10-31 | Anti-seismic reinforcing device for beam-column joint region |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201850780U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102041902A (en) * | 2010-10-31 | 2011-05-04 | 华丰建设股份有限公司 | Seismic strengthening device for beam column node area |
| CN103669898A (en) * | 2013-11-22 | 2014-03-26 | 江苏建筑职业技术学院 | Method for reinforcing steel tube truss tubular joint through ring opening sleeves |
| CN106088324A (en) * | 2016-06-22 | 2016-11-09 | 北京工业大学 | A kind of difunctional node of the light steel of the formula that is linked and packed light wall floor |
-
2010
- 2010-10-31 CN CN2010205948328U patent/CN201850780U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102041902A (en) * | 2010-10-31 | 2011-05-04 | 华丰建设股份有限公司 | Seismic strengthening device for beam column node area |
| CN102041902B (en) * | 2010-10-31 | 2012-07-25 | 华丰建设股份有限公司 | Seismic strengthening device for beam column node area |
| CN103669898A (en) * | 2013-11-22 | 2014-03-26 | 江苏建筑职业技术学院 | Method for reinforcing steel tube truss tubular joint through ring opening sleeves |
| CN103669898B (en) * | 2013-11-22 | 2015-09-30 | 江苏建筑职业技术学院 | A kind of method of collar extension casing reinforcement Welded Node of Steel Pipe Truss |
| CN106088324A (en) * | 2016-06-22 | 2016-11-09 | 北京工业大学 | A kind of difunctional node of the light steel of the formula that is linked and packed light wall floor |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202347664U (en) | High-ductility steel structure beam column node connected through angle iron | |
| CN202324201U (en) | Chambering structural steel structure beam column node connected by end plate | |
| CN105821961A (en) | T-shaped beam column connecting joint | |
| CN201671226U (en) | Expanded flanged cross-shaped steel SRC column | |
| CN104389419A (en) | Cantilevered formwork platform installation structure and construction method | |
| CN107989180B (en) | Eccentric supporting frame | |
| CN105155684A (en) | Steel frame integrated member for concrete core tube structures and assembly method thereof | |
| CN102041902B (en) | Seismic strengthening device for beam column node area | |
| CN101368407B (en) | High tensility shock-resistant node of steel structure | |
| CN105951991A (en) | Prefabricated steel structure framework system | |
| CN202324200U (en) | Reaming type steel structure beam column node connected through short T-shaped steel | |
| CN201850780U (en) | Anti-seismic reinforcing device for beam-column joint region | |
| CN205804602U (en) | A kind of assembling type steel structure frame system | |
| CN113123454B (en) | Column-connected double-energy-consumption assembled concrete frame system and construction method | |
| CN204919825U (en) | A steel frame integration component that is used for concrete core section of thick bamboo structure | |
| CN212956923U (en) | Assembled steel construction building strutting arrangement | |
| CN103206028A (en) | Embedded energy-dissipating module of coupled shear wall and using method of embedded energy-dissipating module of coupled shear wall | |
| CN114809277B (en) | Assembled self-resetting prestressed concrete frame dual energy consumption node | |
| CN113123451B (en) | Connecting beam type supporting-assembling type concrete frame system and construction method | |
| CN215563405U (en) | Energy dissipation and shock absorption node for beam column of multi-story high-rise heavy bamboo-wood frame structure | |
| CN204370614U (en) | The split type combined concrete shear wall of built-in round steel pipe cross section bearing diagonal | |
| CN113123456B (en) | Connecting column type supporting-assembling type concrete frame system and construction method | |
| CN109914613B (en) | Partition through type node assembly, partition through type beam column node and building | |
| CN2915981Y (en) | Energy dissipation bearing device with low cost | |
| CN110409607B (en) | Design method of steel structure system connected by assembled column pestles |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20110601 Effective date of abandoning: 20120725 |