CN105569188A - Square thin-wall steel pipe concrete filled steel column and steel girder prefabricated node structure and construction method thereof - Google Patents
Square thin-wall steel pipe concrete filled steel column and steel girder prefabricated node structure and construction method thereof Download PDFInfo
- Publication number
- CN105569188A CN105569188A CN201510131044.2A CN201510131044A CN105569188A CN 105569188 A CN105569188 A CN 105569188A CN 201510131044 A CN201510131044 A CN 201510131044A CN 105569188 A CN105569188 A CN 105569188A
- Authority
- CN
- China
- Prior art keywords
- steel
- thin
- square
- concrete
- tubing string
- 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.)
- Pending
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention relates to a square thin-wall steel pipe concrete filled steel column and steel girder prefabricated node structure and a construction method thereof. The square thin-wall steel pipe concrete filled steel column and steel girder prefabricated node structure is characterized in that a steel girder is connected with a square thin-wall steel pipe column through T-section steel or angle iron. The square thin-wall steel pipe column and the steel girder are provided with bolt holes. The square thin-wall steel pipe column and the steel girder are connected with the T-section steel or the angle iron by using shearing bolts. The internal of the square thin-wall steel pipe column is filled with concrete. Compared with the prior art, the structure has the following beneficial effects: the novel node saves steel products, and is light in weight, relatively high in bearing capacity, good in plasticity ductility, and reliable in mechanical property. Compared with a welding connecting node, the bolt connecting node does not have a site welding process, so processing quality is more reliable. The structure is advantaged by convenient field installation, fast construction speed, and good economical efficiency.
Description
technical field:
The present invention relates to the frame joint in a class building structure, be specifically related to a kind of concrete-filled square thin-walled steel tube columns and girder steel assembling type node structure and construction method thereof.
background technology:
Concrete-filled square thin-walled steel tube columns has saves steel, higher from heavy and light, bearing capacity, and the advantages such as plasticity good toughness, good economy performance, have a good application prospect in median low structure.At present, less about square Concrete Filled Thin-walled Steel Tube Joints form, be unfavorable for applying of this class formation, therefore propose good mechanical properties, simply constructed square Concrete Filled Thin-walled Steel Tube Joints to there is good practical engineering application and be worth.
summary of the invention:
The object of this invention is to provide that a kind of good economy performance, bearing capacity are higher, succinct clear and definite, the simple structure of power transmission, construct concrete-filled square thin-walled steel tube columns and girder steel assembling type node structure and construction method thereof quickly and easily.
The scheme that technical solution problem of the present invention adopts is:
Concrete-filled square thin-walled steel tube columns of the present invention and girder steel assembling type node structure, it is characterized in that: described girder steel is connected with square Steel Thin-Wall tubing string by T-steel or angle steel, bolt hole offered by described square Steel Thin-Wall tubing string, girder steel, described square Steel Thin-Wall tubing string and girder steel adopt shearing bolt to be connected with T-steel or angle steel, and described square Steel Thin-Wall tubing string inside is filled with concrete.
Further, the securing member connecting square thin-wall steel tube post and T-steel or angle steel is punching high-strength bolt, and the securing member connecting girder steel and T-steel or angle steel is common high-strength bolt.
Further, above-mentioned inner concrete is ordinary concrete or self-compacting concrete.
The construction method of concrete-filled square thin-walled steel tube columns of the present invention and girder steel assembling type node structure, is characterized in that:
Described concrete-filled square thin-walled steel tube columns is connected with square Steel Thin-Wall tubing string by T-steel or angle steel with girder steel in girder steel assembling type node structure, bolt hole offered by described square Steel Thin-Wall tubing string, girder steel, described square Steel Thin-Wall tubing string and girder steel adopt shearing bolt to be connected with T-steel or angle steel, and described square Steel Thin-Wall tubing string inside is filled with concrete.Construction comprises the following steps:
(1) square thin-wall steel tube adopts four pieces to be with the cold bending thin wall angle steel of crimping to be welded;
(2) Steel Thin-Wall tubing string and T-steel or angle steel offer bolt hole, for installing punching bolt;
(3) steel beam flange and T-steel or angle steel offer bolt hole, for installing shearing bolt;
(4) adopt shearing bolt by girder steel and T-steel or Bolted angle connection, then by steel beam lifting to job site assigned address, by punching bolt, square Steel Thin-Wall tubing string is reliably connected with T-steel or angle steel; Finally concreting in square Steel Thin-Wall tubing string, completes node construction.
(5) or the factory process stage, first reserved punching bolt hole in square Steel Thin-Wall tubing string, carries out concreting in factory, reaches after predetermined strength until inner concrete, concrete-filled square thin-walled steel tube columns lifting is installed to job site and steel beam splicing.
Compared with prior art, the present invention has following beneficial effect: such novel joint saves steel, from heavy and light, bearing capacity is higher, plasticity ductility is good, mechanical property is reliable; Compared with employing welding connection node, such steel core concrete column and girder steel assembling type node do not need Site Welding, and therefore crudy is more reliable; Such novel joint has the advantage that in-site installation is convenient, speed of application is fast simultaneously, is conducive to realizing engineering construction standardization and produces, remarkable in economical benefits.
accompanying drawing illustrates:
Below in conjunction with accompanying drawing, patent of the present invention is further illustrated.
Fig. 1 is that T-steel connects enforcement structural representation;
Fig. 2 is the A-A cross-sectional view of Fig. 1;
Fig. 3 is that Bolted angle connection implements structural representation;
Fig. 4 is the B-B cross-sectional view of Fig. 3;
Number in the figure, the square Steel Thin-Wall tubing string of 1-; 2-concrete; 3-girder steel; 4-T shaped steel; 5-angle steel; 6-punching bolt; 7-shearing bolt.
detailed description of the invention:
Below in conjunction with the drawings and specific embodiments, the present invention is further described.
As shown in figures 1-4, a kind of concrete-filled square thin-walled steel tube columns and girder steel assembling type node structure, comprise thin-walled square bar tubing string 1 and girder steel 3, described square Steel Thin-Wall tubing string 1, girder steel 3 relevant position offer some bolts hole, described square Steel Thin-Wall tubing string 1, girder steel 3 are with bolts with T-steel 4 (or angle steel 5), the inner fill concrete 2 of described square Steel Thin-Wall tubing string 1.
In the present embodiment, connecting Steel Thin-Wall tubing string 1 with the securing member of T-steel 4 (or angle steel 5) is punching bolt 7; Connecting girder steel 3 with the securing member of T-steel 4 (or angle steel 5) is shearing bolt 7.
In the present embodiment, described inner concrete 2 is ordinary concrete or self-compacting concrete.
A kind of construction method of thin-walled square steel tube concrete column-girder steel assembling type node, comprises the following steps:
(1) steel pipe 1 adopts four pieces to be with the cold bending thin wall angle steel of crimping to be welded;
(2) bolt hole is offered in square Steel Thin-Wall tubing string 1, girder steel 3, T-steel 4 (or angle steel 5) corresponding position, for installation high-strength bolt;
(3) torque wrench is used, tighten connecting the shearing bolt 7 of girder steel 3 with T-steel 4 (or angle steel 5), again girder steel 3 is lifted to job site assigned address, by punching high-strength bolt 6, square Steel Thin-Wall tubing string 1 is reliably connected with T-steel 4 (or angle steel 5); Concreting 2 in thin-walled square bar tubing string 1, completes node construction.
(4) or in the factory process stage, first reserved punching bolt hole square Steel Thin-Wall tubing string 1 in, carries out concrete 2 and builds, and after inner concrete 2 reaches predetermined strength, is lifted by concrete-filled square thin-walled steel tube columns and splices installation to job site and girder steel 3.
Embodiment 1:
As shown in Figure 1 and Figure 2, steel pipe adopts four pieces to be with the cold bending thin wall angle steel of crimping to be welded to the structure of the present embodiment; Bolt hole is offered, for installation high-strength bolt in square Steel Thin-Wall tubing string, girder steel, T-steel corresponding position; Use torque wrench, girder steel is connected with top end T-steel bolt, then by steel beam lifting to job site assigned address, by punching bolt, square Steel Thin-Wall tubing string is reliably connected with top end T-steel; Concreting in square Steel Thin-Wall tubing string, completes node construction.Or in the factory process stage, first reserved punching bolt hole in square Steel Thin-Wall tubing string, carries out concreting, reaches after predetermined strength until inner concrete, concrete-filled square thin-walled steel tube columns lifting is installed to job site and steel beam splicing.
Embodiment 2:
As shown in Figure 3, Figure 4, steel pipe adopts four pieces to be with the cold bending thin wall angle steel of crimping to be welded to the structure of the present embodiment; Bolt hole is offered, for installation high-strength bolt in square Steel Thin-Wall tubing string, girder steel, angle steel corresponding position; Use torque wrench, girder steel is connected with top-seat-angle steel bolt, then by steel beam lifting to job site assigned address, by punching high-strength bolt, square Steel Thin-Wall tubing string is reliably connected with top-seat-angle steel; Concreting in square Steel Thin-Wall tubing string, completes node construction.Or in the factory process stage, first reserved punching bolt hole in square Steel Thin-Wall tubing string, carries out concreting, after inner concrete reaches predetermined strength, concrete-filled square thin-walled steel tube columns lifting is installed to job site and steel beam splicing.
Above-listed preferred embodiment; the object, technical solutions and advantages of the present invention are further described; be understood that; the foregoing is only preferred embodiment of the present invention; not in order to limit the present invention; within the spirit and principles in the present invention all, any amendment done, equivalent replacement, improvement etc., all should be included within protection scope of the present invention.
Claims (5)
1. a concrete-filled square thin-walled steel tube columns and girder steel assembling type node structure, it is characterized in that: described girder steel is connected with square Steel Thin-Wall tubing string by T-steel or angle steel, bolt hole offered by described square Steel Thin-Wall tubing string, girder steel, described square Steel Thin-Wall tubing string and girder steel adopt shearing bolt to be connected with T-steel or angle steel, and described square Steel Thin-Wall tubing string inside is filled with concrete.
2. concrete-filled square thin-walled steel tube columns according to claim 1 and girder steel assembling type node structure, it is characterized in that: the securing member connecting square thin-wall steel tube post and T-steel or angle steel is punching high-strength bolt, the securing member connecting girder steel and T-steel or angle steel is common high-strength bolt.
3. concrete-filled square thin-walled steel tube columns according to claim 1 and girder steel assembling type node structure, is characterized in that: described inner concrete is ordinary concrete or self-compacting concrete.
4. a construction method for concrete-filled square thin-walled steel tube columns and girder steel assembling type node structure, is characterized in that:
Described concrete-filled square thin-walled steel tube columns is connected with square Steel Thin-Wall tubing string by T-steel or angle steel with girder steel in girder steel assembling type node structure, bolt hole offered by described square Steel Thin-Wall tubing string, girder steel, described square Steel Thin-Wall tubing string and girder steel adopt shearing bolt to be connected with T-steel or angle steel, and described square Steel Thin-Wall tubing string inside is filled with concrete; Construction comprises the following steps:
(1) square thin-wall steel tube adopts four pieces to be with the cold bending thin wall angle steel of crimping to be welded;
(2) Steel Thin-Wall tubing string and T-steel or angle steel offer bolt hole, for installing punching bolt;
(3) steel beam flange and T-steel or angle steel offer bolt hole, for installing shearing bolt;
(4) adopt shearing bolt by girder steel and T-steel or Bolted angle connection, then by steel beam lifting to job site assigned address, by punching bolt, square Steel Thin-Wall tubing string is reliably connected with T-steel or angle steel; Finally concreting in square Steel Thin-Wall tubing string, completes node construction.
5.(5) or the factory process stage, first reserved punching bolt hole in square Steel Thin-Wall tubing string, carry out concreting in factory, reach after predetermined strength until inner concrete, concrete-filled square thin-walled steel tube columns lifting is installed to job site and steel beam splicing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510131044.2A CN105569188A (en) | 2015-03-25 | 2015-03-25 | Square thin-wall steel pipe concrete filled steel column and steel girder prefabricated node structure and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510131044.2A CN105569188A (en) | 2015-03-25 | 2015-03-25 | Square thin-wall steel pipe concrete filled steel column and steel girder prefabricated node structure and construction method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105569188A true CN105569188A (en) | 2016-05-11 |
Family
ID=55879765
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510131044.2A Pending CN105569188A (en) | 2015-03-25 | 2015-03-25 | Square thin-wall steel pipe concrete filled steel column and steel girder prefabricated node structure and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105569188A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106703290A (en) * | 2016-12-22 | 2017-05-24 | 华侨大学 | Detachable-assembly type concrete-filled steel tube column and construction method thereof |
| CN110016966A (en) * | 2019-04-18 | 2019-07-16 | 合肥工业大学 | A kind of prefabricated overlapping coupled column T-type assembling type node of pre-erection combination beam- |
| CN112922155A (en) * | 2021-01-27 | 2021-06-08 | 安徽工程大学 | Concrete column and steel beam integrated structure for prefabricated building and construction method |
| CN113152788A (en) * | 2021-03-23 | 2021-07-23 | 合肥工业大学 | Steel tube concrete combined column and processing method thereof |
| CN115478611A (en) * | 2022-10-26 | 2022-12-16 | 天津大学 | Square steel pipe combined special-shaped column frame structure system for low-rise building |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0317327A (en) * | 1989-03-29 | 1991-01-25 | Natl House Ind Co Ltd | Joint construction of beam to column |
| CN101812872A (en) * | 2010-05-06 | 2010-08-25 | 福州大学 | Easily repaired steel-structure beam-column node |
| CN102650168A (en) * | 2012-05-18 | 2012-08-29 | 山东兴华建设集团有限公司 | Connecting method and connection joint for concrete-filled steel square tubular columns and steel beams |
| CN203238783U (en) * | 2013-05-20 | 2013-10-16 | 山东科技大学 | Rectangular concrete filled steel tubular column and steel beam semi-rigid node structure |
| CN103850350A (en) * | 2014-03-14 | 2014-06-11 | 南京工业大学 | Prefabricated, assembled and integrated type special-shaped column structure and jointing construction method thereof |
| CN204551753U (en) * | 2015-03-25 | 2015-08-12 | 福州大学 | Concrete-filled square thin-walled steel tube columns and girder steel assembling type node structure |
-
2015
- 2015-03-25 CN CN201510131044.2A patent/CN105569188A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0317327A (en) * | 1989-03-29 | 1991-01-25 | Natl House Ind Co Ltd | Joint construction of beam to column |
| CN101812872A (en) * | 2010-05-06 | 2010-08-25 | 福州大学 | Easily repaired steel-structure beam-column node |
| CN102650168A (en) * | 2012-05-18 | 2012-08-29 | 山东兴华建设集团有限公司 | Connecting method and connection joint for concrete-filled steel square tubular columns and steel beams |
| CN203238783U (en) * | 2013-05-20 | 2013-10-16 | 山东科技大学 | Rectangular concrete filled steel tubular column and steel beam semi-rigid node structure |
| CN103850350A (en) * | 2014-03-14 | 2014-06-11 | 南京工业大学 | Prefabricated, assembled and integrated type special-shaped column structure and jointing construction method thereof |
| CN204551753U (en) * | 2015-03-25 | 2015-08-12 | 福州大学 | Concrete-filled square thin-walled steel tube columns and girder steel assembling type node structure |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106703290A (en) * | 2016-12-22 | 2017-05-24 | 华侨大学 | Detachable-assembly type concrete-filled steel tube column and construction method thereof |
| CN110016966A (en) * | 2019-04-18 | 2019-07-16 | 合肥工业大学 | A kind of prefabricated overlapping coupled column T-type assembling type node of pre-erection combination beam- |
| CN112922155A (en) * | 2021-01-27 | 2021-06-08 | 安徽工程大学 | Concrete column and steel beam integrated structure for prefabricated building and construction method |
| CN113152788A (en) * | 2021-03-23 | 2021-07-23 | 合肥工业大学 | Steel tube concrete combined column and processing method thereof |
| CN115478611A (en) * | 2022-10-26 | 2022-12-16 | 天津大学 | Square steel pipe combined special-shaped column frame structure system for low-rise building |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105569188A (en) | Square thin-wall steel pipe concrete filled steel column and steel girder prefabricated node structure and construction method thereof | |
| CN101914952A (en) | Connecting joint between hollow steel tube concrete column and steel girder and construction method thereof | |
| US10167623B2 (en) | Prefabricated reinforced concrete-filled steel pipe sleeve joint | |
| CN108797800B (en) | Assembly type steel pipe concrete prefabricated column connecting joint and construction method thereof | |
| CN203145194U (en) | Internal diaphragm joint of variable flange steel I-beam and square concrete filled steel tubular column | |
| CN108532760B (en) | Semi-through combined column-through double steel beam connection structure and construction method thereof | |
| CN103334499B (en) | A kind of beam column node connection device | |
| CN107558610A (en) | Square set justifies Concrete-filled Double Skin Steel Tube Columns and steel beam connecting joint and construction method | |
| CN210562975U (en) | Prefabricated assembled hollow sandwich concrete-filled steel tube component | |
| CN204551753U (en) | Concrete-filled square thin-walled steel tube columns and girder steel assembling type node structure | |
| CN203361354U (en) | Beam column pitch point connecting device | |
| CN106320537A (en) | Prefabricated concrete-filled square steel tube column and steel girder connecting joint | |
| CN103898991A (en) | Sleeve-type pipe node | |
| CN205894370U (en) | Steel framework composition steel sheet shear wall structure system in steel construction house | |
| CN204098241U (en) | Trapezoidal steel plate interpolation type rectangular steel-tube concrete column and steel beam connecting joint | |
| CN206157913U (en) | Assembled square steel tube concrete post and girder steel connected node | |
| CN106193376A (en) | Steel frame combined steel plate shearing force wall structural system in steel house | |
| CN107060112B (en) | Comb-shaped connecting piece for connecting steel tube bundle concrete column and floor beam | |
| CN203514531U (en) | Square steel tube concrete column and steel beam node connecting structure with internal diaphragms | |
| CN202611223U (en) | Recyclable bolt type scaffold wall connection piece | |
| CN108222371B (en) | Assembled steel pipe concrete composite column and splicing method | |
| CN209670196U (en) | Assembled connection for concrete-filled square steel construction | |
| CN206693399U (en) | A kind of connecting node of transfer structure for SRC beams and shear wall | |
| CN201972271U (en) | Novel precast reinforced concrete shear wall | |
| CN201437613U (en) | Steel beam integral feed-through type concrete-filled tubular column and steel beam connecting node |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160511 |
|
| RJ01 | Rejection of invention patent application after publication |