CN107476428A - A kind of socket joint attachment structure for burst steel skeleton integral assembling - Google Patents
A kind of socket joint attachment structure for burst steel skeleton integral assembling Download PDFInfo
- Publication number
- CN107476428A CN107476428A CN201710754441.4A CN201710754441A CN107476428A CN 107476428 A CN107476428 A CN 107476428A CN 201710754441 A CN201710754441 A CN 201710754441A CN 107476428 A CN107476428 A CN 107476428A
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- China
- Prior art keywords
- skeleton
- latch
- pin
- skeleton unit
- unit body
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 45
- 239000010959 steel Substances 0.000 title claims abstract description 45
- 210000000988 bone and bone Anatomy 0.000 claims 1
- 239000000203 mixture Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 20
- 238000000034 method Methods 0.000 abstract description 9
- 238000003466 welding Methods 0.000 description 16
- 238000009434 installation Methods 0.000 description 8
- 239000000463 material Substances 0.000 description 4
- 238000013461 design Methods 0.000 description 3
- 238000012545 processing Methods 0.000 description 3
- 238000007596 consolidation process Methods 0.000 description 2
- 238000005034 decoration Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 238000003908 quality control method Methods 0.000 description 2
- 241001282153 Scopelogadus mizolepis Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000003028 elevating effect Effects 0.000 description 1
- 229910001651 emery Inorganic materials 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 210000003195 fascia Anatomy 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 239000007787 solid Substances 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
- E04B1/19—Three-dimensional framework structures
- E04B1/1903—Connecting nodes specially adapted therefor
-
- 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
- E04B1/19—Three-dimensional framework structures
- E04B2001/1981—Three-dimensional framework structures characterised by the grid type of the outer planes of the framework
- E04B2001/1987—Three-dimensional framework structures characterised by the grid type of the outer planes of the framework triangular grid
Abstract
The invention belongs to architectural engineering steel skeleton installing area, disclose a kind of socket joint attachment structure for burst steel skeleton integral assembling, including latch and pin-and-hole, latch is arranged on except the external skeleton unit body bottom node bottom of foot skeleton unit, is made up of connecting plate and pin rod；Pin-and-hole is arranged on except in the external skeleton unit body top node cavity of topmost skeleton unit；The latch pin rod of top skeleton unit body is inserted in the pin-and-hole of corresponding node at the top of the skeleton cell cube of bottom, and the latch connecting plate of top skeleton unit body is seated in the skeleton cell cube top node of bottom；The latch connecting plate of socket joint connection upper back skeleton unit body welds with bottom skeleton unit top node.The present invention is applied to the prefabricated mesh sheet shape steel skeleton scene integral assembling connection of architectural engineering burst, can in hoisting process by burst skeleton once it is assembled in place, have the characteristics that it is assembled easily and fast, precision height, be connected firmly, construction safety, simple in construction, cost is low.
Description
Technical field
It is that to be related to a kind of burst steel skeleton whole specifically the invention belongs to architectural engineering steel skeleton mounting technique field
Body assembly attachment structure.
Background technology
The building decoration engineering of frame structure and steel construction construction in, can often run into various decorative outer wall boards, as curtain wall,
Light steel skeleton enclosure wall, light steel skeleton roof etc..The common ground of these panel structures is to build net sheet framework with light weight steel shape,
Glass or sheet material are installed outside skeleton.Being built with urban construction to high level, Super High, the development of the big scale of construction, building decoration Side fascia includes
Skeleton in it is also presented to high, general orientation evolving trend.
Architectural engineering mesh sheet shape steel skeleton mounting means is divided into two kinds：First, scattered spelling；2nd, burst precast assembly method.Dissipate and spell
Method is to install the rod member in skeleton in design attitude one by one, and it has unmanageable location difficulty, precision, assembly, welding behaviour
Make difficulty, welding quality does not ensure, on-site consolidation workload is big, artificial, equipment material tool is (as that need to set up scaffold or using electronic
Hanging basket etc.) input is big, work efficiency is low, construction speed is slow, the dangerous drawback such as big of work high above the ground.Risen according to burst precast assembly method
Skeleton is divided into some cell cubes by heavy equipment elevating capacity, and first prefabricated in ground burst, then burst is hoisted to design attitude
Integral assembling.Burst precast assembly method has made marked progress compared with scattered spelling, mainly improves installation accuracy, save it is artificial plus
Fast construction speed, but the contact rod member between adjacent cells body still needs to spell using dissipating, and the disadvantage of scattered spelling is not completely eliminated, such as
Still need to use scaffold or driven hanging basket during installation contact rod member, and still suffer from high-altitude working safety risk etc..
It can be seen that supporting construction of the skeleton as architectural decorative component, is related to structure safety and architectural design effect, it is necessary to
Ensure installation accuracy and construction quality, be especially to ensure that connection must be solid and reliable, while should try one's best and use precast assembly and machine
Tool lifts, and reduces on-site consolidation work and workmen's work high above the ground, ensures construction safety, improves work efficiency, accelerating construction progress.
Reduce construction cost.
The content of the invention
The present invention is to solve the technical problem such as steel skeleton assembly positioning, precision controlling, quality control, and provide a kind of
For the socket joint attachment structure of burst steel skeleton integral assembling, suitable for the mesh sheet shape steel skeleton scene that architectural engineering burst is prefabricated
Integral assembling connects, and by being arranged on the socket joint mechanism of adjacent burst skeleton unit body junction, be able to will divide in hoisting process
Piece skeleton once it is assembled in place, have it is assembled easily and fast, precision is high, be connected firmly, construction safety, simple in construction, cost is low
The features such as.
In order to solve the above-mentioned technical problem, the present invention is achieved by following technical scheme：
A kind of socket joint attachment structure for burst steel skeleton integral assembling, including latch and pin-and-hole, the latch are set
Except other external skeleton unit body bottom node bottoms of foot skeleton unit, the latch is by connecting plate and vertical welding
Pin rod in the connecting plate bottom forms；The pin-and-hole is arranged on except other external skeleton unit bodies of topmost skeleton unit
In the cavity of top node, for interting the lock bolt bar；
The lock bolt bar of top skeleton unit body is inserted in the described of bottom skeleton cell cube top corresponding node
Pin-and-hole, and the connecting plate of the latch of top skeleton unit body is seated in the skeleton cell cube top node of bottom；Socket joint
The connecting plate and bottom skeleton unit top node for connecting the latch of upper back skeleton unit body weld.
The connecting plate of the latch be welded in skeleton unit body lower pole segments cross node bottom level setting joint face,
The pin rod is welded on the centre position of the connecting plate bottom.
The length of the pin rod is 100mm~150mm.
The pin-and-hole is arranged on except the cavity of other external skeleton unit body top node components of topmost skeleton unit
It is interior.
The length of the pin-and-hole is 100mm~150mm.
The beneficial effects of the invention are as follows：
The socket joint attachment structure for burst steel skeleton integral assembling of the present invention, solve the assembled positioning of steel skeleton, essence
The problem of degree control, quality control etc.；Connected above and below skeleton between cell cube using socket joint, can ensure that accurate positioning, keep away
Exempt from conventional on-site mounting means surveying setting-out accumulated error and operation deviation, substantially increase installation accuracy；Assembled node is adopted
It is welded with and is connect with socket joint connection, improves node bonding strength and skeleton integral rigidity, and welding job is concentrated mainly on cell cube
Ground prefabrication phase, ensure that welding quality, improve construction quality；Using mechanical hoisting, integral assembling, economization frame rod
The processes such as part in-site installation, welding, substantially increase efficiency of construction, accelerate speed of application, shorten duration, while a large amount of sections
Less manpower, material, workmen improve working security without work high above the ground；The socket joint attachment structure is applied to building work
The assembled connection of the various mesh sheet shape steel skeletons of journey, it is simple, applicable, safe, economy, there is application value.
Brief description of the drawings
Fig. 1 is the schematic diagram of the socket joint attachment structure provided by the present invention for burst steel skeleton integral assembling；
Fig. 2 is latch drawing；
Fig. 3 is pin-and-hole drawing.
In above-mentioned figure：1st, latch, 11, connecting plate, 12, pin rod；2nd, pin-and-hole；3rd, cavity.
Embodiment
For present disclosure, feature and effect can be further appreciated that, following examples are hereby enumerated, and coordinate accompanying drawing detailed
It is described as follows：
As shown in figure 1, a kind of socket joint attachment structure for burst steel skeleton integral assembling is present embodiments provided, including
Latch 1 and pin-and-hole 2.
As shown in Fig. 2 latch 1 is arranged on except other external skeleton unit body lower pole segments of foot skeleton unit cross
Node bottom, it is made up of connecting plate 11 and pin rod 12.Wherein, connecting plate 11 is used for using thickness >=10mm rectangular steel plates
Pin rod 12 is installed and is connected with skeleton node.The use of pin rod 12 wall thickness >=5mm rectangular steel pipe, processing length=100mm~
150mm, installed in the bottom centre position of connecting plate 11.
As shown in figure 3, pin-and-hole 2 using inside dimension compared with the big 4mm of external dimensions of pin rod 12, wall thickness >=5mm, length=
100mm~150mm rectangular steel pipe, installed in except other external skeleton unit body top node components of topmost skeleton unit
Cavity 3 in, for interting the pin rod 12 of latch 1.
The occupation mode of the socket joint attachment structure for burst steel skeleton integral assembling of the present embodiment is as follows：
During burst steel skeleton integral assembling, it is connected by first lifting positioned at the skeleton unit body of foot with building structure
It is fixed.Then the lifting top skeleton unit body adjoining with the skeleton unit body of foot, by top skeleton unit body lower pole
Part cross node bottom the aligned with lower skeleton unit body of 1 pin rod of latch 12 at the top of pin-and-hole 2 on corresponding node component insert, make
The connecting plate 11 of top skeleton unit body latch 1 is seated on the skeleton cell cube top node component of bottom；By top skeleton list
First body is connected with building structure, and by the connecting plate 11 of latch 1 of top skeleton unit body with being saved at the top of the skeleton unit of bottom
Point Member Welding.According to this, other skeleton unit bodies are lifted from the bottom to top, until completing assembled.
The socket joint attachment structure for burst steel skeleton integral assembling of the present embodiment, its Specific construction process are as follows：
1) device makes, installed
(1) latch 1 makes
A, connecting plate 11 is processed：Select grade of steel identical with skeleton rod member section bar grade of steel, thickness=10mm steel plate, cut into square
Shape；The rod member of its length dimension=skeleton unit body bottom crosses node bottom connecting surfaces length dimension+30mm；Width dimensions=
The rod member of skeleton unit body bottom crosses node bottom connecting surfaces width dimensions+30mm.
B, pin rod 12 is processed：Select grade of steel identical with skeleton rod member section bar grade of steel, cross-sectional outer diameter is compared with the small 4mm of internal diameter of pin-and-hole 2, wall
Thickness=5mm rectangular steel pipe processing；Length dimension=100mm.
C, latch 1 assembles：The connection end finished edge of pin rod 12；By 12 vertical welding equipment of pin rod at the middle part of connecting plate 11；Pin rod
12 section long sides, short side are respectively parallel to the short side of connecting plate 11, long side；Welding the welding rod used should match with mother metal, use
Sequential welding；The projection of weld seam is ground off after the completion of welding with emery wheel.
(2) latch 1 is installed
Latch 1 is arranged on skeleton unit body lower pole segments and crossed on the joint face that node bottom level is set, the joint face
To be crossed rod member and the front and rear square-section that forms of closure steel plate by left and right.Respectively in the He of 1 connecting plate of latch 11 when latch 1 is installed
The side of skeleton joint face four marks midpoint, and centering is by the top surface welding equipment of connecting plate 11 on joint face；Welding rod should match with mother metal, use
Sequential welding.
(3) pin-and-hole 2 makes
Pin-and-hole 2 uses wall thickness=5mm rectangular steel pipe；Its external diameter long edge size=skeleton unit body node component internal cavity
3 span width size -2mm；Short side dimension=70mm；Processing length size=100mm.
(4) pin-and-hole 2 is installed
First bottom skeleton cell cube top disc node component top is cut along horizontal line direction and removed, then by pin-and-hole
2 rectangular steel pipe is installed in the cavity 3 of node component by section centering from opening.The installation position of pin-and-hole 2 and top skeleton list
The correspondence of 1 pin rod of latch 12 on first body；Its section long side, short side are respectively parallel to the short side of node component cut surface, long side, on
Mouth is concordant with node component cut surface, must not exceed cut surface；The rectangular steel pipe of pin-and-hole 2 welds with node component steel plate.
2) device uses
Step is：
(1) the skeleton unit body of foot is lifted, itself and building structure are connected；
(2) lifting and the adjoining top skeleton unit body of bottom skeleton cell cube, by top skeleton unit body lower pole segments
The pin-and-hole 2 to cross on the corresponding node component of the top of the aligned with lower skeleton unit body of 1 pin rod of latch 12 on node inserts, and makes top
The connecting plate 11 of skeleton unit body latch 1 is seated on the skeleton cell cube top node component of bottom；
(3) top skeleton unit body position is corrected, is connected with building structure；
(4) by the connecting plate 11 of latch 1 and bottom skeleton cell cube top node Member Welding of top skeleton unit body；
(5) other more than top skeleton unit body skeleton unit bodies are lifted successively by step (1)~(4), until completing
It is assembled.
It could be aware that in summary, the socket joint attachment structure for burst steel skeleton integral assembling of the invention has following
Advantage：
1) connected up and down between skeleton unit body using socket joint, once it is assembled in place, accurate positioning, greatly convenient construction
Operation, and installation accuracy is greatly improved, accelerating construction progress；
2) socket joint connection can increase the stability during skeleton assembly；
3) socket joint connection is welded with the integral rigidity for connecing and can further improve node bonding strength and skeleton；
4) bell and spigot frame uses hidden setting, does not influence skeleton outward appearance；
5) bell and spigot frame is applied to the assembled connection of various mesh sheet shape steel skeletons；
6) apparatus structure is simple, materials facility, makes, be easy for installation.
Although the preferred embodiments of the present invention are described above in conjunction with accompanying drawing, the invention is not limited in upper
The embodiment stated, above-mentioned embodiment is only schematical, be not it is restricted, this area it is common
Technical staff is under the enlightenment of the present invention, can be with the case of invention objective and scope of the claimed protection is not departed from
The specific conversion of many forms is made, these are belonged within protection scope of the present invention.
Claims (5)
1. a kind of socket joint attachment structure for burst steel skeleton integral assembling, it is characterised in that described including latch and pin-and-hole
Latch is arranged on except other external skeleton unit body bottom node bottoms of foot skeleton unit, the latch by connecting plate and
It is vertically welded in the pin rod composition of the connecting plate bottom；The pin-and-hole is arranged on except other external bones of topmost skeleton unit
In the cavity of frame cell cube top node, for interting the lock bolt bar；
The lock bolt bar of top skeleton unit body is inserted in the pin-and-hole of corresponding node at the top of the skeleton cell cube of bottom,
And the connecting plate of the latch of top skeleton unit body is seated in the skeleton cell cube top node of bottom；After socket joint connection
The connecting plate of the latch of top skeleton unit body welds with bottom skeleton unit top node.
A kind of 2. socket joint attachment structure for burst steel skeleton integral assembling according to claim 1, it is characterised in that
The connecting plate of the latch be welded in skeleton unit body lower pole segments cross node bottom level setting joint face, the pin rod
It is welded on the centre position of the connecting plate bottom.
A kind of 3. socket joint attachment structure for burst steel skeleton integral assembling according to claim 1, it is characterised in that
The length of the pin rod is 100mm~150mm.
A kind of 4. socket joint attachment structure for burst steel skeleton integral assembling according to claim 1, it is characterised in that
The pin-and-hole is arranged in the cavity except other external skeleton unit body top node components of topmost skeleton unit.
A kind of 5. socket joint attachment structure for burst steel skeleton integral assembling according to claim 1, it is characterised in that
The length of the pin-and-hole is 100mm~150mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710754441.4A CN107476428A (en) | 2017-08-29 | 2017-08-29 | A kind of socket joint attachment structure for burst steel skeleton integral assembling |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710754441.4A CN107476428A (en) | 2017-08-29 | 2017-08-29 | A kind of socket joint attachment structure for burst steel skeleton integral assembling |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107476428A true CN107476428A (en) | 2017-12-15 |
Family
ID=60603897
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710754441.4A Pending CN107476428A (en) | 2017-08-29 | 2017-08-29 | A kind of socket joint attachment structure for burst steel skeleton integral assembling |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107476428A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003221935A (en) * | 2002-01-29 | 2003-08-08 | Ain Kk Sogo Kenkyusho | Storing room composed of board of woody artificial timber composition |
| KR20100108930A (en) * | 2009-03-31 | 2010-10-08 | 김학권 | The method of manufacturing for main girder with prefabricated truss type structure and the method of constructing for bridge by using the upper method |
| CN102635209A (en) * | 2012-05-23 | 2012-08-15 | 中建二局第三建筑工程有限公司 | Cornice steel skeleton and bracket steel skeleton for large-span big roof of pseudo-classic architecture and construction method of cornice steel skeleton and bracket steel skeleton |
| CN205444489U (en) * | 2016-03-08 | 2016-08-10 | 内蒙古科技大学 | Box curtain post and structure owner truss connection node |
| CN106592755A (en) * | 2017-01-17 | 2017-04-26 | 北京工业大学 | Modular multi-storeyed overall assembly type steel structural house structure system |
| CN207144152U (en) * | 2017-08-29 | 2018-03-27 | 中国建筑第六工程局有限公司 | A kind of socket joint attachment structure for burst steel skeleton integral assembling |
-
2017
- 2017-08-29 CN CN201710754441.4A patent/CN107476428A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003221935A (en) * | 2002-01-29 | 2003-08-08 | Ain Kk Sogo Kenkyusho | Storing room composed of board of woody artificial timber composition |
| KR20100108930A (en) * | 2009-03-31 | 2010-10-08 | 김학권 | The method of manufacturing for main girder with prefabricated truss type structure and the method of constructing for bridge by using the upper method |
| CN102635209A (en) * | 2012-05-23 | 2012-08-15 | 中建二局第三建筑工程有限公司 | Cornice steel skeleton and bracket steel skeleton for large-span big roof of pseudo-classic architecture and construction method of cornice steel skeleton and bracket steel skeleton |
| CN205444489U (en) * | 2016-03-08 | 2016-08-10 | 内蒙古科技大学 | Box curtain post and structure owner truss connection node |
| CN106592755A (en) * | 2017-01-17 | 2017-04-26 | 北京工业大学 | Modular multi-storeyed overall assembly type steel structural house structure system |
| CN207144152U (en) * | 2017-08-29 | 2018-03-27 | 中国建筑第六工程局有限公司 | A kind of socket joint attachment structure for burst steel skeleton integral assembling |
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| PB01 | Publication | ||
| PB01 | Publication | ||
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Application publication date: 20171215 |