CN105863073B - Coupled column and base node structure and its construction method with horizontal anti-seismic performance - Google Patents
Coupled column and base node structure and its construction method with horizontal anti-seismic performance Download PDFInfo
- Publication number
- CN105863073B CN105863073B CN201610404376.8A CN201610404376A CN105863073B CN 105863073 B CN105863073 B CN 105863073B CN 201610404376 A CN201610404376 A CN 201610404376A CN 105863073 B CN105863073 B CN 105863073B
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- China
- Prior art keywords
- steel plate
- coupled column
- stud
- vertical steel
- vertical
- Prior art date
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- Expired - Fee Related
Links
- 238000010276 construction Methods 0.000 title claims abstract description 13
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 66
- 239000010959 steel Substances 0.000 claims abstract description 66
- 239000004567 concrete Substances 0.000 claims abstract description 28
- 239000011374 ultra-high-performance concrete Substances 0.000 claims abstract description 18
- 239000011159 matrix material Substances 0.000 claims abstract description 9
- 229920000915 polyvinyl chloride Polymers 0.000 claims description 9
- 229910000679 solder Inorganic materials 0.000 claims description 5
- 238000005266 casting Methods 0.000 claims description 3
- 238000009435 building construction Methods 0.000 abstract description 2
- 230000002787 reinforcement Effects 0.000 description 6
- 238000007906 compression Methods 0.000 description 2
- 238000005336 cracking Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 210000003205 Muscles Anatomy 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000000703 anti-shock Effects 0.000 description 1
- 238000003776 cleavage reaction Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000000875 corresponding Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000686 essence Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006011 modification reaction Methods 0.000 description 1
- 230000003014 reinforcing Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/40—Separate connecting elements
- E04B1/41—Connecting devices specially adapted for embedding in concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
Abstract
The present invention relates to a kind of coupled column with horizontal anti-seismic performance and base node structure, including coupled column and basis, the coupled column connects as one with the concrete layer through pouring at the connecting node on basis, at least laterally two vertical steel plates are embedded with inside the concrete layer, each vertical equal matrix arrangement of surface of steel plate has several studs, the stud passes perpendicularly through vertical surface of steel plate and is welded on vertical steel plate, the both ends of the stud are welded with nut, all portions of the stud are provided with pours the manufactured body connected as one to all portions with stud through ultra-high performance concrete, it is easy for construction, improve coupled column and the intensity and ductility in base node, both can be used in building construction, it can be used in bridge, its level is improved to anti-seismic performance.
Description
Technical field
The invention provides a kind of coupled column with horizontal anti-seismic performance and base node structure and its construction method.
Background technology
At present, it is conventional（Combination）Post-foundation connection joint construction mainly both Vertical Reinforcements enter with horizontal arrangement of reinforcement
Poured together after row colligation.Although the node of the connected mode is rigid, but ductility is poor, easy at geological process lower node
It is damaged, the concrete in especially post-base node region is easily damaged, and causes the cracking of concrete cover so that it is anti-
Shock stability deficiency.In addition, being to ensure the strength and stiffness at node, it can correspondingly increase the ratio of reinforcement at node, and now steel
Clear distance between muscle and reinforcing bar can reduce, under powerful horizontal loads, once node region concrete cracking or damage, then
It is easier to be destroyed at node.In addition, for single group zygostyle and basic junction construction, its post and the concrete on basis
All consumed with amount of reinforcement it is more, in post vertical reinforcement will deeply basis in and after certain depth bend anchoring, to construction
Bring certain being not easy and trouble.
The content of the invention
The purpose of the present invention is to be directed to above weak point, there is provided a kind of coupled column and base with horizontal anti-seismic performance
Plinth node structure and its construction method.
Scheme is a kind of coupled column and base section with horizontal anti-seismic performance used by the present invention solves technical problem
Point structure, including coupled column and basis, the coupled column are connected as one with the concrete layer through pouring at the connecting node on basis
Body, at least laterally two vertical steel plates are embedded with inside the concrete layer, each vertical equal matrix arrangement of surface of steel plate has
Several studs, the stud pass perpendicularly through vertical surface of steel plate and are welded on vertical steel plate, the double end spiral shell
The both ends of bolt are welded with nut, all portions of the stud be provided with through ultra-high performance concrete pour made of to it is double
The body that all portions of hook bolt connect as one.
Further, the cross sectional shape of the coupled column is rectangle.
Further, based on the length of the vertical steel plate height 1/3-4/5.
Further, the Edge Distance coupled column of the vertical steel plate and the concrete surface top layer on basis are not less than 30mm.
Further, the vertical steel plate is shaped as rectangle, between vertical steel plate parallel to each other.
A kind of coupled column with horizontal anti-seismic performance and the construction method of base node structure, comprise the following steps：
（1）In all reserved solder joint in the two sides of vertical steel plate, several studs are vertically arranged in vertical surface of steel plate,
Welded at solder joint, several studs being fixed on vertical steel plate are in matrix arrangement；
（2）Stud the week side of boss on vertical steel plate two sides is inserted in pvc pipe, then with ultra-high performance concrete in double end spiral shell
Poured in die cavity between bolt and pvc pipe, and it is suitably conserved, it is right after ultra-high performance concrete reaches intensity
Pvc pipe carries out form removal, finally in the both ends WELD NUTS of stud；
（3）Will（1）Extremely（2）The vertical steel plate made in step is fixed at the connecting node on coupled column and basis, finally
The poured in place concrete layer at the connecting node on coupled column with basis, and it is suitably conserved.
Further, in step（2）In, the casting direction of ultra-high performance concrete is from surface of steel plate toward stud
End direction.
Compared with prior art, the invention has the advantages that：By coupled column with being adopted inside the connecting node on basis
Connected with vertical steel plate, on vertical steel plate two sides, appropriate location matrix formula is arranged with several studs, stud
Both ends are welded with nut, all portions of stud be provided with through ultra-high performance concrete pour made of to stud
The body that all portions connect as one, body use ultra-high performance concrete, are either all obtained significantly in tension and compression strength
Raising, be all 3-5 times of normal concrete intensity；This has the coupled column of horizontal anti-seismic performance and base node structure not only
Coupled column and vertical, the transverse steel of basic junction in tradition can be replaced, simplifies its cumbersome construction, and certain
Coupled column and the bearing capacity at foundation connection joint are improved in degree, especially horizontal resist forces are significantly improved；Secondly, erect
To the frictional force between steel plate and surrounding concrete and mechanical snap power, coupled column and base node region concrete are improved
Service behaviour, concrete is set to play larger effect, and coupled column and the concrete at base node in tradition, due to larger water
Flat load, easily occurs cleavage fracture；In addition, the body and stud of the ultra-high performance concrete being fixedly arranged on vertical reinforcement,
It can make node that there is higher intensity and preferable ductility, reduce the danger coefficient of its superstructure, once the ductility at node
Add, then its superstructure will not be damaged or collapsed easily, and more rescue times are provided to earthquake relief work；The present invention has
It is easy for construction, save material, significantly improve coupled column and base node on intensity and ductility, both can be used in building construction
At coupled column and base node, pier is can be used in bridge with cushion cap node, there is larger meaning.
Brief description of the drawings
Patent of the present invention is further illustrated below in conjunction with the accompanying drawings.
Fig. 1 is the organigram one of the inventive embodiments；
Fig. 2 is the organigram two of the inventive embodiments；
Fig. 3 is the organigram three of the inventive embodiments；
Fig. 4 is vertical steel plate, body, the connection relationship diagram of stud；
In figure：
1- coupled columns；2- bases；3- concrete layers；The vertical steel plates of 4-；5- studs；6- nuts；7- bodies.
Embodiment
The present invention is further described with reference to the accompanying drawings and detailed description.
As Figure 1-4, a kind of coupled column with horizontal anti-seismic performance and base node structure, including coupled column 1 with
Basis 2, the coupled column connects as one with the concrete layer 3 through pouring at the connecting node on basis, in the concrete layer
Portion is at least laterally embedded with two vertical steel plates 4, and each vertical surface of steel plate matrix arrangement has several studs 5, institute
State stud to pass perpendicularly through vertical surface of steel plate and be welded on vertical steel plate, by stud and vertical steel plate shape into one
Rigid body, the both ends of the stud are welded with nut 6, can improve the rigidity of whole stud, the stud
All portions are provided with pours the manufactured body 7 connected as one to all portions with stud through ultra-high performance concrete, vertically
Coupled column and basis are effectively connected together by steel plate, to resist the effect of horizontal force and antidetonation.
In the present embodiment, the compression strength of ultra-high performance concrete is 3-5 times of normal concrete, and its tensile strength is big
In more than 3 times, in addition with bar material similar nature, be fixedly arranged at coupled column and the very-high performance coagulation in basis on vertical steel plate
Body, the stud of soil can largely improve the ductility of the node, and coupled column of the invention is with being firm at base node
Contact, the sliding of about 6mm at node can be allowed, there is larger rigidity and preferable anti-seismic performance.
In the present embodiment, the body of the ultra-high performance concrete on vertical steel plate, stud and vertical steel plate and week
Enclose the frictional force between concrete, mechanical snap power etc. to act on, give full play to the mechanical property of node region concrete, simultaneously
Significantly improve rigidity, anti-seismic performance and the ductility at node.
In the present embodiment, the cross sectional shape of the coupled column is rectangle, parallel to each other between vertical steel plate.
In the present embodiment, based on the length of the vertical steel plate height 1/3-4/5.
In the present embodiment, the Edge Distance coupled column of the vertical steel plate and the concrete surface top layer on basis are not less than
30mm。
In the present embodiment, the vertical steel plate is shaped as rectangle.
In the present embodiment, the length that the vertical steel plate stretches into base center line is not less than the 1/ of vertical steel plate length
10。
A kind of coupled column with horizontal anti-seismic performance and the construction method of base node structure, comprise the following steps：
（1）In all reserved solder joint in the two sides of vertical steel plate, several studs are vertically arranged in vertical surface of steel plate,
Welded at solder joint, several studs being fixed on vertical steel plate are in matrix arrangement；
（2）Stud the week side of boss on vertical steel plate two sides is inserted in pvc pipe, then with ultra-high performance concrete in double end spiral shell
Poured in die cavity between bolt and pvc pipe, and it is suitably conserved, it is right after ultra-high performance concrete reaches intensity
Pvc pipe carries out form removal, finally in the both ends WELD NUTS of stud；
（3）Will（1）Extremely（2）The vertical steel plate made in step is fixed at the connecting node on coupled column and basis, finally
The poured in place concrete layer at the connecting node on coupled column with basis, and it is suitably conserved.
In the present embodiment, in step（2）In, the casting direction of ultra-high performance concrete is from surface of steel plate toward double end spiral shell
The end direction of bolt.
In the present embodiment, the concrete layer inner transverse is embedded with two vertical steel plates parallel to each other, Mei Gesuo
State and several studs are laid with vertical steel plate, several described studs are in the matrix arrangement that the five-element two arrange；
Wherein vertical steel plate and the distribution of stud and number are only a kind of embodiment of the present invention, with coupled column and the company on basis
The difference of node size is connect, corresponding vertical steel plate, the distribution of stud on vertical steel plate and number are also different, the present invention
Vertical steel plate, stud on vertical steel plate distribution and number be not limited thereto.
The object, technical solutions and advantages of the present invention are further described by above-listed preferred embodiment, are answered
Understand, the foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all essences in the present invention
God any modification, equivalent substitution and improvements made etc., should be included in the scope of the protection with principle.
Claims (2)
1. a kind of coupled column with horizontal anti-seismic performance and base node structure, it is characterised in that：Including coupled column with basic,
The coupled column connects as one with the concrete layer through pouring at the connecting node on basis, at least horizontal inside the concrete layer
To two vertical steel plates are embedded with, each vertical equal matrix arrangement of surface of steel plate has several studs, the double end spiral shell
Bolt passes perpendicularly through vertical surface of steel plate and is welded on vertical steel plate, and the both ends of the stud are welded with nut, described
All portions of stud be provided with through ultra-high performance concrete pour made of connect as one to all portions with stud
Body；The cross sectional shape of the coupled column is rectangle；The 1/3-4/5 of height based on the length of the vertical steel plate；It is described perpendicular
It is not less than 30mm apart from the concrete surface top layer on coupled column and basis to edges of plate；The vertical steel plate is shaped as square
Shape, it is parallel to each other between vertical steel plate；Its construction method comprises the following steps：
(1) in all reserved solder joint in the two sides of vertical steel plate, several studs is vertically arranged in vertical surface of steel plate, welded
Welded at point, several studs being fixed on vertical steel plate are in matrix arrangement；
(2) the stud the week side of boss on vertical steel plate two sides is inserted in pvc pipe, then with ultra-high performance concrete stud with
Poured in die cavity between pvc pipe, and it is suitably conserved, to PVC after ultra-high performance concrete reaches intensity
Pipe carries out form removal, finally in the both ends WELD NUTS of stud；
(3) will（1）Extremely（2）The vertical steel plate made in step is fixed at the connecting node on coupled column and basis, finally in group
Zygostyle and poured in place concrete layer at the connecting node on basis, and it is suitably conserved.
2. the coupled column according to claim 1 with horizontal anti-seismic performance and base node structure, it is characterised in that：
Step（2）In, the casting direction of ultra-high performance concrete is the end direction from surface of steel plate toward stud.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610404376.8A CN105863073B (en) | 2016-06-12 | 2016-06-12 | Coupled column and base node structure and its construction method with horizontal anti-seismic performance |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610404376.8A CN105863073B (en) | 2016-06-12 | 2016-06-12 | Coupled column and base node structure and its construction method with horizontal anti-seismic performance |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105863073A CN105863073A (en) | 2016-08-17 |
| CN105863073B true CN105863073B (en) | 2018-01-12 |
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ID=56677321
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610404376.8A Expired - Fee Related CN105863073B (en) | 2016-06-12 | 2016-06-12 | Coupled column and base node structure and its construction method with horizontal anti-seismic performance |
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| Country | Link |
|---|---|
| CN (1) | CN105863073B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109653440A (en) * | 2019-01-25 | 2019-04-19 | 华侨大学 | A kind of steel plate-ultra high strength concrete composite column structure |
| CN113982305A (en) * | 2021-10-27 | 2022-01-28 | 上海建工二建集团有限公司 | Force transmission node of reconstruction and reconstruction structure and construction method thereof |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4280956B2 (en) * | 2000-01-31 | 2009-06-17 | 東京鐵鋼株式会社 | Damping structure of building structures |
| CN201433466Y (en) * | 2008-12-19 | 2010-03-31 | 北京工业大学 | Semirecessed anchoring joint of steel column base-concrete pile caps |
| CN101761139A (en) * | 2009-12-18 | 2010-06-30 | 北京工业大学 | Embedded steel column leg with steel pin |
| CN202787660U (en) * | 2012-08-17 | 2013-03-13 | 浙江凯邦建设有限公司 | Embedded column base connecting structure of H-shaped steel column |
| CN105350562B (en) * | 2015-11-18 | 2017-05-24 | 中国航空规划设计研究总院有限公司 | Inserting type column leg with accurate leveling device and construction method of inserting type column leg |
| CN205677089U (en) * | 2016-06-12 | 2016-11-09 | 福州大学 | There is coupled column and the base node structure of horizontal anti-seismic performance |
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- 2016-06-12 CN CN201610404376.8A patent/CN105863073B/en not_active Expired - Fee Related
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| Publication number | Publication date |
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| CN105863073A (en) | 2016-08-17 |
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