CN108179819A - A kind of plug-in type beam-to-column joint structure and its installation method - Google Patents
A kind of plug-in type beam-to-column joint structure and its installation method Download PDFInfo
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- CN108179819A CN108179819A CN201810173754.5A CN201810173754A CN108179819A CN 108179819 A CN108179819 A CN 108179819A CN 201810173754 A CN201810173754 A CN 201810173754A CN 108179819 A CN108179819 A CN 108179819A
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- plate
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- 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
- E04B1/58—Connections for building structures in general of bar-shaped building elements
-
- 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
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B1/5806—Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile
- E04B1/5812—Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile of substantially I - or H - form
-
- 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
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B1/5825—Connections for building structures in general of bar-shaped building elements with a closed cross-section
- E04B1/5831—Connections for building structures in general of bar-shaped building elements with a closed cross-section of substantially rectangular form
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention provides a kind of plug-in type beam-to-column joint structure and its installation methods, belong to field of steel structure.It solves the problems, such as that existing beam-to-column joint intensity is low.This plug-in type beam-to-column joint structure, including cylinder and I-steel beam body, cylinder includes two blocks of principal post plates and two blocks of subpost plates, beam body includes two blocks of wing plates and web, further include connecting tube, connecting tube includes two pieces of main connecting plates and two pieces of secondary connecting plates, two pieces of secondary connecting plates are bonded fixation with two pieces of subpost plate medial surfaces, clamping plate is bent to form in the middle part of secondary connecting plate, it is connected between clamping plate and secondary connecting plate by engagement plate, clamping plate both sides and engagement plate both sides are against on two pieces of principal post plate medial surfaces, two blocks of principal post plates are equipped with the I-shaped jack of alignment setting, and in the jack of the laterally inserted two blocks of principal post plates of beam body, and web both sides by fastener geometrical clamp between two clamping plates, the opposite side of two blocks of wing plates is fixed on two pieces of opposite sides of main connecting plate by fastener fitting.This structure energy high intensity socket connection beam column.
Description
Technical field
The invention belongs to steel structure technology fields, are related to a kind of plug-in type beam-to-column joint structure and its installation method.
Background technology
In the steel building largely used at present, it usually needs beam body is mounted on cylinder side, existing way one
As directly connect in beam body end by junction steel plate with cylinder outer wall, not only need connect plurality of steel plates, lead to construction efficiency
It is low, while steel plate and beam body and cylinder connecting portion stress are larger, and adjacent beam body is absolute construction, can not realize whole section of beam body
It is connect with cylinder, and connecting portion is retained in outside, easily makes connector rust corrosion, then influences steel construction stability, influenced
Building safety, it is therefore necessary to be improved.
Invention content
The purpose of the present invention is being directed to the above-mentioned problems in the prior art, provide a kind of using inserting mode company
It connects, beam column, and plug-in type beam-to-column joint structure easy for installation and its installation method is connected with high intensity.
The purpose of the present invention can be realized by following technical proposal：A kind of plug-in type beam-to-column joint structure, including vertical
The square tube cylinder of setting and the I-steel beam body laterally set, cylinder include two blocks of principal post plates being mutually parallel and are mutually parallel
Two blocks of subpost plates, beam body include two blocks of wing plates being mutually parallel and the web being vertically connected between two blocks of wing plates, the abdomen
Plate width direction is in vertically arranged, it is characterised in that：The square tube type connecting tube in cylinder is further included, connecting tube includes two pieces
Main connecting plate and two pieces of secondary connecting plates, described two pieces of main connecting plates are mutually parallel and laterally set, described two pieces of secondary connections
Plate is fixed respectively with two pieces of subpost plate medial surface patch merga pass fasteners, and clamping plate, and clamping plate are bent to form in the middle part of secondary connecting plate
It is connect between secondary connecting plate by engagement plate, the connecting tube both ends are against respectively on two pieces of principal post plate medial surfaces, two pieces
The I-shaped jack of alignment setting is respectively equipped on principal post plate, and in the jack of the laterally inserted two blocks of principal post plates of beam body, and described
Web both sides by fastener geometrical clamp between two clamping plates, described two pieces of opposite sides of wing plate are pasted by fastener
Conjunction is fixed on two pieces of opposite sides of main connecting plate.
This structure forms interior nodes structure using the connecting tube being fixed in cylinder, and the secondary connecting plate of connecting tube can be with two
Block subpost plate medial surface is stably connected with, and later by the way of grafting, beam body is made to be inserted into jack, and make the web and wing plate of beam body
It is connect respectively with clamping plate and main connecting plate, therefore energy high intensity connection beam column, and can be in principal post plate using engagement plate and clamping plate
Reinforcing plate structure is formed on side, principal post plate is supported to stablize, avoids influencing principal post plate intensity due to offering jack on principal post plate.
In a kind of above-mentioned plug-in type beam-to-column joint structure, the subpost plate is equipped with main operation mouth, main operation mouth
Inner end is located in the main grout compartment that principal post plate, subpost plate, clamping plate and engagement plate surround, and the engagement plate is equipped with secondary operate
Mouthful, secondary gathering hole one end is located in main grout compartment, and the other end is located at web, engagement plate, main connecting plate, secondary connecting plate and principal post plate
In the secondary grout compartment surrounded, and formed by integrally casting has concrete in main grout compartment and secondary grout compartment.
Installation is facilitated, and can integrally be in the milk and be reinforced by main operation mouth and secondary gathering hole.
In a kind of above-mentioned plug-in type beam-to-column joint structure, the cylinder includes two channel steels, and channel steel includes bottom plate
Be respectively perpendicular two blocks of side plates being connected to bottom plate both sides, the corresponding bottom plate of two channel steels is mutually parallel, and two blocks of side plates are mutual
Fitting is fixed, and forms the square tube cylinder, and principal post plate is two blocks of side plates being bonded to each other.
Therefore it can guarantee principal post plate intensity.
In a kind of above-mentioned plug-in type beam-to-column joint structure, supporting sleeve is welded on the main operation mouth.
Setting supporting sleeve can improve main operation mouth position intensity.
In a kind of above-mentioned plug-in type beam-to-column joint structure, the engagement plate respectively with secondary connecting plate and clamping plate angle
For obtuse angle.
Therefore structure is more stablized.
In a kind of above-mentioned plug-in type beam-to-column joint structure, the fastener is bolt.
A kind of installation method of plug-in type beam-to-column joint structure, it is characterised in that：Include the following steps：
Connecting tube is placed in cylinder by step 1, and two pieces of secondary connecting plates are bonded simultaneously respectively with two pieces of subpost plate medial surfaces
It is fixed by fastener；
Step 2 by the jack of the laterally inserted two blocks of principal post plates of beam body, makes beam body both ends be stretched out out of cylinder；
Step 3 is constructed by main operation mouth and secondary gathering hole, by web both sides by fastener geometrical clamp in two pieces of folders
Between plate, the opposite side of two blocks of wing plates is fixed on two pieces of opposite sides of main connecting plate by fastener fitting；
Step 4, by main operation mouth towards casting concrete mortar in cylinder and vibration compacting, concrete mortar passes through pair
Gathering hole fills main grout compartment and secondary grout compartment, and the fixed capping on main operation mouth.
Pass through above-mentioned steps, you can live this node of Fast Installation.
Compared with prior art, the invention has the advantages that：
This structure forms interior nodes structure using the connecting tube being fixed in cylinder, and the secondary connecting plate of connecting tube can be with two
Block subpost plate medial surface is stably connected with, and later by the way of grafting, beam body is made to be inserted into jack, and make the web and wing plate of beam body
It is connect respectively with clamping plate and main connecting plate, therefore energy high intensity connection beam column, and can be in principal post plate using engagement plate and clamping plate
Reinforcing plate structure is formed on side, principal post plate is supported to stablize, avoids influencing principal post plate intensity due to offering jack on principal post plate.
Description of the drawings
Fig. 1 is this connection structure front sectional view.
Fig. 2 and Fig. 3 is this connection structure front view and side view respectively.
Fig. 4 is this connection structure transverse sectional view.
In figure,
1st, cylinder；11st, principal post plate；12nd, subpost plate；13rd, jack；14th, channel steel；15th, bottom plate；16th, side plate；17th, main operation
Mouthful；18th, supporting sleeve；
2nd, beam body；21st, wing plate；22nd, web；
3rd, connecting tube；31st, main connecting plate；32nd, secondary connecting plate；33rd, engagement plate；34th, clamping plate；35th, secondary gathering hole.
Specific embodiment
The following is specific embodiments of the present invention and with reference to attached drawing, technical scheme of the present invention is further described,
But the present invention is not limited to these embodiments.
As shown in Figs 1-4, a kind of plug-in type beam-to-column joint structure of the present invention, including vertically arranged square tube cylinder 1 and horizontal stroke
To the I-steel beam body 2 of setting, cylinder 1 includes two blocks of principal post plates 11 being mutually parallel and two blocks of subpost plates 12 being mutually parallel,
Beam body 2 includes two blocks of wing plates 21 being mutually parallel and the web 22 being vertically connected between two blocks of wing plates 21,22 width side of web
To the square tube type connecting tube 3 in cylinder 1 in vertically arranged, is further included, connecting tube 3 includes two pieces of main connecting plates 31 and two pieces
Secondary connecting plate 32, two pieces of main connecting plates 31 are mutually parallel and laterally set, two pieces of secondary connecting plates 32 respectively with two blocks of subpost plates 12
Medial surface patch merga pass fastener is fixed, and secondary 32 middle part of connecting plate is bent to form clamping plate 34, and clamping plate 34 and secondary connecting plate 32
Between connected by engagement plate 33,3 both ends of connecting tube are against respectively on two pieces of 11 medial surfaces of principal post plate, on two blocks of principal post plates 11 point
The I-shaped jack 13 of setting She You be aligned, and in the jack 13 of 2 laterally inserted two blocks of principal post plates 11 of beam body, and 22 liang of web
By fastener geometrical clamp between two clamping plates 34, the opposite side of two blocks of wing plates 21 is fixed on two by fastener fitting for side
The opposite side of the main connecting plate 31 of block.
Further, subpost plate 12 is equipped with main operation mouth 17, and 17 inner end of main operation mouth is located at principal post plate 11, subpost plate
12nd, in the main grout compartment that clamping plate 34 and engagement plate 33 surround, engagement plate 33 is equipped with secondary gathering hole 35, secondary 35 one end of gathering hole position
In in main grout compartment, the other end is located at what web 22, engagement plate 33, main connecting plate 31, secondary connecting plate 32 and principal post plate 11 surrounded
In secondary grout compartment, and formed by integrally casting has concrete in main grout compartment and secondary grout compartment.Cylinder 1 includes two channel steels 14, channel steel 14
It is mutually put down including bottom plate 15 with two blocks of side plates 16 for being connected to 15 both sides of bottom plate, two 14 corresponding bottom plates 15 of channel steel are respectively perpendicular
Row, and two blocks of side plates 16 are bonded to each other fixation, and form square tube cylinder 1, and principal post plate 11 is two blocks of side plates 16 being bonded to each other.
Supporting sleeve 18 is welded on main operation mouth 17.Engagement plate 33 is respectively obtuse angle with secondary connecting plate 32 and 34 angle of clamping plate.Fastener
For bolt.
This structure forms interior nodes structure, and the secondary connecting plate 32 of connecting tube 3 using the connecting tube 3 being fixed in cylinder 1
It can be stably connected with two pieces of 12 medial surfaces of subpost plate, later by the way of grafting, beam body 2 be made to be inserted into jack 13, and make beam body 2
Web 22 and wing plate 21 connect respectively with clamping plate 34 and main connecting plate 31, therefore can high intensity connection beam column, and using linking
Plate 33 and clamping plate 34 can form reinforcing plate structure on 11 medial surface of principal post plate, to stablize support principal post plate 11, avoid due to principal post
Jack 13 is offered on plate 11 influences 11 intensity of principal post plate.
A kind of installation method of plug-in type beam-to-column joint structure, includes the following steps：
Connecting tube 3 is placed in cylinder 1 by step 1, by two pieces of secondary connecting plates 32 respectively with two pieces of 12 medial surfaces of subpost plate
Patch merga pass fastener is fixed；
Step 2 by the jack 13 of 2 laterally inserted two blocks of principal post plates 11 of beam body, makes 2 both ends of beam body be stretched out of cylinder 1
Go out；
Step 3 is constructed by main operation mouth 17 and secondary gathering hole 35,22 both sides of web is existed by fastener geometrical clamp
Between two clamping plates 34, the opposite side of two blocks of wing plates 21 is fixed on opposite one of two pieces of main connecting plates 31 by fastener fitting
Side；
Step 4, by main operation mouth 17 towards casting concrete mortar in cylinder 1 and vibration compacting, concrete mortar passes through
Secondary gathering hole 35 fills main grout compartment and secondary grout compartment, and the fixed capping on main operation mouth 17.
Specific embodiment described herein is only an example for the spirit of the invention.Technology belonging to the present invention is led
The technical staff in domain can do various modifications or additions to described specific embodiment or replace in a similar way
In generation, however, it does not deviate from the spirit of the invention or beyond the scope of the appended claims.
Although cylinder 1, principal post plate 11, subpost plate 12, jack 13, channel steel 14, bottom plate 15, side plate is used more herein
16th, main operation mouth 17, supporting sleeve 18, beam body 2, wing plate 21, web 22, connecting tube 3, main connecting plate 31, secondary connecting plate 32, linking
The terms such as plate 33, clamping plate 34, secondary gathering hole 35, but it does not preclude the possibility of using other terms.Using these terms only
It is the essence in order to more easily describe and explain the present invention；Being construed as any one of the additional limitations is all and this hair
What bright spirit was disagreed.
Claims (7)
1. a kind of plug-in type beam-to-column joint structure, including vertically arranged square tube cylinder (1) and the I-steel beam body laterally set
(2), cylinder (1) includes two pieces of principal post plates (11) being mutually parallel and two pieces of subpost plates (12) being mutually parallel, and beam body (2) includes
Two pieces of wing plates (21) being mutually parallel and the web (22) being vertically connected between two pieces of wing plates (21), the web (22) are wide
Direction is spent in vertically arranged, it is characterised in that：Further include the square tube type connecting tube (3) in cylinder (1), connecting tube (3) packet
Two pieces of main connecting plates (31) and two pieces of secondary connecting plates (32) are included, described two pieces of main connecting plates (31) are mutually parallel and laterally set
It puts, described two pieces of secondary connecting plates (32) are fixed respectively with two pieces of subpost plate (12) medial surface patch merga pass fasteners, and pair is even
Clamping plate (34) is bent to form in the middle part of fishplate bar (32), and is connect between clamping plate (34) and secondary connecting plate (32) by engagement plate (33),
Described connecting tube (3) both ends are against respectively on two pieces of principal post plate (11) medial surfaces, are respectively equipped on two pieces of principal post plates (11) pair
The I-shaped jack (13) set together, and in the jack (13) of the laterally inserted two blocks of principal post plates (11) of beam body (2), and the abdomen
By fastener geometrical clamp between two clamping plates (34), described two pieces of opposite sides of wing plate (21) pass through for plate (22) both sides
Fastener fitting is fixed on two pieces of opposite sides of main connecting plate (31).
2. a kind of plug-in type beam-to-column joint structure according to claim 1, it is characterised in that：On the subpost plate (12)
Equipped with main operation mouth (17), main operation mouth (17) inner end is located at principal post plate (11), subpost plate (12), clamping plate (34) and engagement plate
(33) in the main grout compartment surrounded, the engagement plate (33) is equipped with secondary gathering hole (35), and secondary gathering hole (35) one end is located at
In main grout compartment, the other end is located at web (22), engagement plate (33), main connecting plate (31), secondary connecting plate (32) and principal post plate
(11) in the secondary grout compartment surrounded, and formed by integrally casting has concrete in main grout compartment and secondary grout compartment.
3. a kind of plug-in type beam-to-column joint structure according to claim 2, it is characterised in that：The cylinder (1) includes
Two channel steels (14), channel steel (14) are connected to two pieces of side plates (16) on bottom plate (15) both sides including bottom plate (15) and being respectively perpendicular,
The corresponding bottom plate (15) of two channel steels (14) is mutually parallel, and two pieces of side plates (16) are bonded to each other fixation, and form the side
Tube column (1), and principal post plate (11) is two pieces of side plates (16) being bonded to each other.
4. a kind of plug-in type beam-to-column joint structure according to claim 3, it is characterised in that：The main operation mouth (17)
On be welded with supporting sleeve (18).
5. a kind of plug-in type beam-to-column joint structure according to claim 4, it is characterised in that：The engagement plate (33) point
It is obtuse angle not with secondary connecting plate (32) and clamping plate (34) angle.
6. a kind of plug-in type beam-to-column joint structure according to claim 5, it is characterised in that：The fastener is spiral shell
Bolt.
7. a kind of installation method of plug-in type beam-to-column joint structure for described in claim 6, it is characterised in that：Including following
Step：
Connecting tube (3) is placed in cylinder (1) by step 1, and two pieces of secondary connecting plates (32) are interior with two pieces of subpost plates (12) respectively
Side patch merga pass fastener is fixed；
Step 2 by the jack (13) of the laterally inserted two blocks of principal post plates (11) of beam body (2), makes beam body (2) both ends from cylinder (1)
Interior stretching；
Step 3 is constructed by main operation mouth (17) and secondary gathering hole (35), web (22) both sides is passed through fastener geometrical clamp
Between two clamping plates (34), the opposite side of two pieces of wing plates (21) is fixed on two pieces of main connecting plates (31) by fastener fitting
Opposite side；
Step 4, by main operation mouth (17) towards the interior casting concrete mortar of cylinder (1) and vibration compacting, concrete mortar passes through
Secondary gathering hole (35) fills main grout compartment and secondary grout compartment, and the fixed capping on main operation mouth (17).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810173754.5A CN108179819A (en) | 2018-03-02 | 2018-03-02 | A kind of plug-in type beam-to-column joint structure and its installation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810173754.5A CN108179819A (en) | 2018-03-02 | 2018-03-02 | A kind of plug-in type beam-to-column joint structure and its installation method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108179819A true CN108179819A (en) | 2018-06-19 |
Family
ID=62553152
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810173754.5A Withdrawn CN108179819A (en) | 2018-03-02 | 2018-03-02 | A kind of plug-in type beam-to-column joint structure and its installation method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108179819A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110230351A (en) * | 2019-05-24 | 2019-09-13 | 孔瑞清 | Assembled architecture steel structure system and installation method |
| CN112832386A (en) * | 2021-02-09 | 2021-05-25 | 酒泉市汉鑫科技有限公司 | Structure for connecting plate and column plate |
-
2018
- 2018-03-02 CN CN201810173754.5A patent/CN108179819A/en not_active Withdrawn
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110230351A (en) * | 2019-05-24 | 2019-09-13 | 孔瑞清 | Assembled architecture steel structure system and installation method |
| CN112832386A (en) * | 2021-02-09 | 2021-05-25 | 酒泉市汉鑫科技有限公司 | Structure for connecting plate and column plate |
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| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20180619 |
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| WW01 | Invention patent application withdrawn after publication |