CN105888063A - Structural steel and column beam joint connecting device and construction method thereof - Google Patents
Structural steel and column beam joint connecting device and construction method thereof Download PDFInfo
- Publication number
- CN105888063A CN105888063A CN201610395151.0A CN201610395151A CN105888063A CN 105888063 A CN105888063 A CN 105888063A CN 201610395151 A CN201610395151 A CN 201610395151A CN 105888063 A CN105888063 A CN 105888063A
- Authority
- CN
- China
- Prior art keywords
- web
- screw sleeve
- rustless steel
- muscle
- plate
- 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
- 238000010276 construction Methods 0.000 title abstract description 19
- 229910000746 Structural steel Inorganic materials 0.000 title abstract 2
- 229910000831 Steel Inorganic materials 0.000 claims description 46
- 239000010959 steel Substances 0.000 claims description 46
- 210000003205 muscle Anatomy 0.000 claims description 27
- 230000035515 penetration Effects 0.000 claims description 14
- 238000000034 method Methods 0.000 claims description 8
- 238000003466 welding Methods 0.000 claims description 5
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 238000001514 detection method Methods 0.000 claims description 3
- 238000000465 moulding Methods 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 claims description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract 5
- 229910001220 stainless steel Inorganic materials 0.000 abstract 5
- 239000010935 stainless steel Substances 0.000 abstract 5
- 238000004080 punching Methods 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 235000010627 Phaseolus vulgaris Nutrition 0.000 description 2
- 244000046052 Phaseolus vulgaris Species 0.000 description 2
- 210000001015 abdomen Anatomy 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 208000031481 Pathologic Constriction Diseases 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 210000001215 vagina Anatomy 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2406—Connection nodes
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2415—Brackets, gussets, joining plates
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2418—Details of bolting
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2427—Connection details of the elongated load-supporting parts using adhesives or hardening masses
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a structural steel and column beam joint connecting device and a construction method thereof, and belongs to the technical field of construction. The connecting device comprises stainless steel straight-thread sleeves, four flange plates, frame beam main reinforcing steel ribs, a middle web, a left web and a right web. The middle web and any two flange plates form an H shape. One end of the left web and one end of the right web form two T shapes together with the other two flange plates respectively. The other end of the left web and the other end of the right web are fixed to the centers of the two side faces of the middle web forming the H shape respectively. The two ends of the outer side face of each flange plate are symmetrically provided with the corresponding stainless steel straight-thread sleeves respectively. The two sides of the middle web, the two sides of the left web and the two sides of the right web on one side of the flange plates are each symmetrically provided with the corresponding stainless steel straight-thread sleeves respectively. The frame beam main reinforcing steel ribs are arranged on the stainless steel straight-thread sleeves respectively. One end of each frame beam main reinforcing steel rib is connected with the corresponding stainless steel straight-thread sleeve through a screw thread, and the other end of each frame beam main reinforcing steel rib is welded to the other reinforcing steel ribs. The connecting device has the advantages that quality is ensured and benefits are high.
Description
Technical field
The invention belongs to technical field of building construction, be specifically related to a kind of steel pier joint connection and construction method thereof.
Background technology
The construction of type steel-concrete combined structure is complex, the connection that is mainly manifested between reinforcing bar and steel structure member and
Cross-operation aspect.The conventional construction method of the main muscle of beam stress is, welding node steel plate on the post edge of a wing, is welded by the main muscle of beam
It is connected on gusset plate；Or muscle is worn in punching on flange plate.If the method using above-mentioned gusset plate welded reinforcement, by
In being affected by gap, inner side reinforcing bar is difficult to ensure that welding quality, there is hidden danger of quality.If using the method that muscle is worn in punching,
Punching quantity is more, and required precision is higher, and quality is difficult to ensure.
By the technical improvements to joint structure, the main muscle of beam stress at bean column node uses straight screw sleeve to connect,
Not only solve cross-operation construction difficult problem, and improve construction speed, it is ensured that construction quality, reduce construction cost,
Improve efficiency of construction.
Summary of the invention
It is an object of the invention to as solving to be connected between reinforcing bar with steel structure member in construction and the weldering of existence during cross-operation
Connect the problem that quality cannot ensure, and a kind of steel pier joint connection is provided.
Another goal of the invention of the present invention is to provide the method utilizing this device to carry out constructing.
For achieving the above object, the technical solution adopted in the present invention is: a kind of steel pier joint connection, wherein:
Advocated muscle, median ventral plate, left web, right web including rustless steel straight screw sleeve, 4 blocks of flange plates, Vierendeel girder；Described
In median ventral plate and 4 blocks of flange plates, any two blocks of flange plates are fixing connects and becomes an I-shaped, described left web and right abdomen
One end of plate is fixing with remaining two blocks of flange plate respectively to be connected and becomes two " " fonts；Described left web is another with right web
One end is separately fixed at the center of the median ventral plate two sides of formation " work " shape；At the lateral surface two ends of every block of flange plate all
It is symmetrical arranged rustless steel straight screw sleeve, is positioned at the two sides of the median ventral plate of 4 blocks of flange plates, left web and right web also
All it is symmetrical arranged rustless steel straight screw sleeve, each rustless steel straight screw sleeve is respectively provided with Vierendeel girder and is advocated muscle, and institute
Stating every Vierendeel girder to be all connected with each rustless steel straight screw sleeve by screw thread by the one end of muscle of advocating, the other end is fixed on frame
The main muscle of beam stress.
A kind of method utilizing above-mentioned steel pier joint connection to construct of the present invention, wherein: comprise the following steps:
Two pieces of assemblings any in median ventral plate and 4 blocks of flange plates full penetration are first become an I-shaped by the first step；
Second step, more left web is become two " " with remaining two pieces of flange plate full penetration respectively with one end of right web
Font；
3rd step, then by the other end of above-mentioned left web and right web full penetration respectively in the midfield forming " work " shape
The center of plate two sides, the assembly welding of framework completes；
4th step, makes a call to 45 by rustless steel straight screw sleeve.Groove, then by rustless steel straight screw sleeve full penetration in
The lateral surface two ends of every block of flange plate, it is positioned at the two sides of 4 blocks of flange plates median ventral plate on one side, left web and right web；
5th step, carries out 100% ultrasonic examination process by the circular weld of each for full penetration rustless steel straight screw sleeve,
Manufacture steel pier joint connection main body；
6th step, is transported to job site by steel pier joint connection main body, installs after fixing, by Vierendeel girder stress
Main muscle is screwed in rustless steel straight screw sleeve be fixed by screw thread, and qualified with Torque wrench detection；
7th step, the muscle other end of being advocated by Vierendeel girder muscle of being advocated with grid beam welds or colligation is in the little place of beam stress；
8th step, uses multi-layer sheet thick for 15mm all to close fixing by above-mentioned attachment means, then uses concreting
Molding.
The present invention uses straight screw sleeve by the technical improvements to joint structure, the main muscle of beam stress at bean column node
Connect, not only solve cross-operation construction difficult problem, and improve construction speed, it is ensured that construction quality, reduce and execute
Work cost, improves efficiency of construction.
Therefore, compared with prior art, the present invention has easy for installation, quick, it is ensured that quality, the advantage of high efficiency.
Accompanying drawing explanation
Fig. 1 is the planar structure schematic diagram of the present invention.
Fig. 2 is the side structure schematic diagram of the present invention.
Detailed description of the invention
As shown in Figure 1 and Figure 2, a kind of steel pier joint connection in the present embodiment, wherein: include the straight spiral shell of rustless steel
1,4 blocks of flange plates 2 of stricture of vagina sleeve, Vierendeel girder are advocated muscle 3, median ventral plate 4, left web 5, right web 6；Described midfield
Plate 4 two block flange plates any with 4 blocks of flange plates 22 are fixing is connected and becomes an I-shaped, described left web 5 and
One end of right web 6 is fixed with remaining two blocks of flange plate 2 respectively and is connected and becomes two " " fonts；Described left web 5 with
The other end of right web 6 is separately fixed at the center of median ventral plate 4 two sides of formation " work " shape；At every block of flange plate
The lateral surface two ends of 2 are all symmetrical arranged rustless steel straight screw sleeve 1, be positioned at 4 blocks of flange plates 2 median ventral plate 4,
Left web 5 is the most all symmetrical arranged rustless steel straight screw sleeve 1, at each rustless steel straight screw sleeve with the two sides of right web 6
Be respectively provided with Vierendeel girder on 1 to be advocated muscle 3, and described every Vierendeel girder by muscle 3 of advocating one end all by screw thread and each not
Rust steel straight screw sleeve 1 connects, and the other end is fixed on grid beam is advocated muscle.
A kind of method utilizing above-mentioned steel pier joint connection to construct of the present embodiment, wherein: comprise the following steps:
The first step, first assembles any with 4 blocks of flange plates 2 for median ventral plate 4 two pieces and full penetration becomes " work " word
Shape；
Second step, more left web 5 is become two with remaining two pieces of flange plate 2 full penetration respectively with one end of right web 6
" " font；
3rd step, is then forming " work " shape by the other end full penetration respectively of above-mentioned left web 5 with right web 6
The center of median ventral plate 4 two sides, the assembly welding of framework completes；
4th step, makes a call to 45 by rustless steel straight screw sleeve 1.Groove, then welds rustless steel straight screw sleeve 1 full penetration
It is connected to the lateral surface two ends of 2 every block of flange plates 2, is positioned at 4 blocks of flange plates 2 median ventral plate 4, left web 5 and right abdomen on one side
The two sides of plate 6；
5th step, is carried out the circular weld of each for full penetration rustless steel straight screw sleeve 1 at 100% ultrasonic examination
Reason, manufactures steel pier joint connection main body；
6th step, is transported to job site by steel pier joint connection main body, installs after fixing, by Vierendeel girder stress
Main muscle 3 is screwed in rustless steel straight screw sleeve 1 be fixed by screw thread, and qualified with Torque wrench detection；
7th step, muscle 3 other end of being advocated by Vierendeel girder muscle of being advocated with grid beam welds or colligation is in the little place of beam stress；
8th step, uses multi-layer sheet thick for 15mm all to close fixing by above-mentioned attachment means, then uses concreting
Molding.
The present invention a kind of steel pier joint connection, in concrete construction, is unit according to said structure, according to construction
Specific requirement carry out designed size.
Claims (2)
1. a steel pier joint connection, is characterized in that: include rustless steel straight screw sleeve (1), 4 pieces of edges of a wing
Plate (2), Vierendeel girder are advocated muscle (3), median ventral plate (4), left web (5), right web (6)；Described median ventral plate (4)
Two piece flange plates (2) any with 4 pieces of flange plates (2) are fixing is connected and becomes an I-shaped, described left web (5)
Fix with remaining two pieces of flange plate (2) respectively with one end of right web (6) and be connected and become two " " fonts；A described left side
The other end of web (5) and right web (6) is separately fixed at the center of median ventral plate (4) two sides of formation " work " shape
Position；All it is symmetrical arranged rustless steel straight screw sleeve (1) at the lateral surface two ends of every block of flange plate (2), is positioned at 4 pieces
The two sides of flange plate (2) median ventral plate (4), left web (5) and right web (6) on one side is the most all symmetrical arranged rustless steel
Straight screw sleeve (1), is respectively provided with Vierendeel girder on each rustless steel straight screw sleeve (1) and is advocated muscle (3), and described
Every Vierendeel girder is all connected with each rustless steel straight screw sleeve (1) by screw thread by the one end of muscle (3) of advocating, the other end
It is fixed on grid beam to be advocated muscle.
2. the method utilizing the steel pier joint connection described in claim 1 to construct, is characterized in that: include
Following steps:
The first step, first assembles any with 4 pieces of flange plates (2) for median ventral plate (4) two pieces and full penetration becomes one " work "
Font；
Second step, then by one end of left web (5) and right web (6) respectively with remaining two pieces of flange plate (2) full penetration
It is welded into two " " fonts；
3rd step, is then forming " work " by the other end full penetration respectively of above-mentioned left web (5) with right web (6)
The center of median ventral plate (4) two sides of shape, the assembly welding of framework completes；
4th step, makes a call to 45 ° of grooves, then by rustless steel straight screw sleeve (1) fine melt by rustless steel straight screw sleeve (1)
Thoroughly be welded in (2) every block of flange plate (2) lateral surface two ends, be positioned at 4 pieces of flange plates (2) median ventral plate (4) on one side,
Left web (5) and the two sides of right web (6)；
5th step, carries out 100% ultrasonic examination by the circular weld of each for full penetration rustless steel straight screw sleeve (1)
Process, manufacture steel pier joint connection main body；
6th step, is transported to job site by steel pier joint connection main body, installs after fixing, by Vierendeel girder stress
Main muscle (3) is screwed in rustless steel straight screw sleeve (1) be fixed by screw thread, and qualified with Torque wrench detection；
7th step, muscle (3) other end of being advocated by Vierendeel girder muscle of being advocated with grid beam welds or colligation is in the little place of beam stress；
8th step, uses multi-layer sheet thick for 15mm all to close fixing by above-mentioned attachment means, then uses concreting
Molding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610395151.0A CN105888063A (en) | 2016-06-06 | 2016-06-06 | Structural steel and column beam joint connecting device and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610395151.0A CN105888063A (en) | 2016-06-06 | 2016-06-06 | Structural steel and column beam joint connecting device and construction method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105888063A true CN105888063A (en) | 2016-08-24 |
Family
ID=56710800
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610395151.0A Pending CN105888063A (en) | 2016-06-06 | 2016-06-06 | Structural steel and column beam joint connecting device and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105888063A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112575896A (en) * | 2020-12-29 | 2021-03-30 | 中铁三局集团建筑安装工程有限公司 | Complex steel reinforced concrete composite structure and construction method |
| CN113152679A (en) * | 2021-05-28 | 2021-07-23 | 广州市房屋开发建设有限公司 | Steel structure node and construction method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101333825A (en) * | 2008-08-06 | 2008-12-31 | 北京首钢建设集团有限公司 | Construction Method of Transfer Floor of Frame-supported Steel Concrete Beam Structure of High-Rise Building |
| CN203284893U (en) * | 2013-06-05 | 2013-11-13 | 山东淄建集团有限公司 | Connecting device of section steel columns and steel bars of beam column joints |
| CN103669572A (en) * | 2012-09-24 | 2014-03-26 | 贵阳铝镁设计研究院有限公司 | Construction method and structure for beam column joints in steel reinforced concrete structure |
| CN105040817A (en) * | 2015-07-30 | 2015-11-11 | 北京建筑大学 | Prestressed assembled middle column steel frame recoverable in function |
-
2016
- 2016-06-06 CN CN201610395151.0A patent/CN105888063A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101333825A (en) * | 2008-08-06 | 2008-12-31 | 北京首钢建设集团有限公司 | Construction Method of Transfer Floor of Frame-supported Steel Concrete Beam Structure of High-Rise Building |
| CN103669572A (en) * | 2012-09-24 | 2014-03-26 | 贵阳铝镁设计研究院有限公司 | Construction method and structure for beam column joints in steel reinforced concrete structure |
| CN203284893U (en) * | 2013-06-05 | 2013-11-13 | 山东淄建集团有限公司 | Connecting device of section steel columns and steel bars of beam column joints |
| CN105040817A (en) * | 2015-07-30 | 2015-11-11 | 北京建筑大学 | Prestressed assembled middle column steel frame recoverable in function |
Non-Patent Citations (1)
| Title |
|---|
| 高蕤: "浅谈型钢柱与框架梁钢筋连接技术", 《物流工程与管理》 * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112575896A (en) * | 2020-12-29 | 2021-03-30 | 中铁三局集团建筑安装工程有限公司 | Complex steel reinforced concrete composite structure and construction method |
| CN112575896B (en) * | 2020-12-29 | 2022-03-29 | 中铁三局集团建筑安装工程有限公司 | Complex steel reinforced concrete composite structure and construction method |
| CN113152679A (en) * | 2021-05-28 | 2021-07-23 | 广州市房屋开发建设有限公司 | Steel structure node and construction method thereof |
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Application publication date: 20160824 |
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