CN104775653B - Connecting structure for stand columns and box-shaped beam in tower type structure and box-shaped beam mounting process - Google Patents
Connecting structure for stand columns and box-shaped beam in tower type structure and box-shaped beam mounting process Download PDFInfo
- Publication number
- CN104775653B CN104775653B CN201510208599.2A CN201510208599A CN104775653B CN 104775653 B CN104775653 B CN 104775653B CN 201510208599 A CN201510208599 A CN 201510208599A CN 104775653 B CN104775653 B CN 104775653B
- Authority
- CN
- China
- Prior art keywords
- column
- box beam
- box
- shaped beam
- face
- 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.)
- Active
Links
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a connecting structure, which can simplify the structure, can simplify the processing and can reduce the production cost, for a stand column and a box-shaped beam in a tower type structure as well as a box-shaped beam mounting process which can improve the mounting precision, can improve the mounting precision and can reduce the mounting cost. The connecting structure comprises the stand columns and the box-shaped beam, wherein the inclined angle of the stand columns relative to the horizontal plane is alpha; penetrating surfaces which are matched with the stand columns are arranged at the two ends of the box-shaped beam; the stand columns are mounted at the two ends of the box-shaped beam; the penetrating surfaces at the two ends of the box-shaped beam are connected with the outer surfaces of the stand columns. The mounting process comprises the following steps: preparing the stand columns and the box-shaped beam; mounting the stand columns on a base; mounting the box-shaped beam on the stand columns by the connecting structure from top to bottom in sequence. According to the connecting structure and the mounting process, the structure can be simplified, the structural stability is improved, the mounting efficiency is improved, and the mounting cost is reduced.
Description
Technical field
The present invention relates to the company of the installation of tower column and box beam, especially a kind of tower structure central post and box beam
Access node structure and box beam mounting process.
Background technology
Known: as shown in figure 1, the connected mode for tower structure central post of the prior art and box beam.Vertical
Welding box-shaped beam splice 3 on post 1；Then box beam 2 is welded on the box beam splice 3 between two root posts 1；Thus it is real
Existing, the connection of box beam 2 and column 1.
Using traditional connected mode, need box beam splice 3 is welded on during column 1 processing the position of setting
Put, simultaneously need to ensureing, so the position of welding box-shaped beam splice 3 is identical on column 1, if difference easily causes in welding
During box beam 2, in two root posts 1, box beam splice 3 is highly inconsistent, causes box beam 2 to install, or cannot install.
Traditional connected mode in sum, not only processed complex, installation positioning accuracy request is higher simultaneously, easily occurs installing by mistake
Difference；Trouble is installed.Adopt traditional connected mode therefore in work progress, processing cost is higher, and construction cost is higher.
Adopt the connected mode of traditional tower structure central post and box beam, in the installation of column 1 and box beam 2 simultaneously
During conventional design and construction be that setting box beam splice 3 and box beam 2 are docked on column 1, installed from the bottom up
The not only entrucking transport inconvenience of the installation method of above-mentioned box beam 2, and when installing, involve more piece positioning, difficulty is larger, construction
Difficult；Efficiency of construction is relatively low, alignment error easily simultaneously；Installation accuracy is relatively low.
Content of the invention
The technical problem to be solved is to provide one kind can simplify structure, simplifies processing, reduces production cost
Tower structure central post and box beam attachment structure；And one kind can improve installation accuracy, improve installation effectiveness, reduce
The box beam mounting process of installation cost.
Tower structure central post and the attachment structure of box beam that the present invention provides, including column and box beam；Described
Column angle of inclination with respect to the horizontal plane is α；Described box beam two ends be provided with mate with column mutually pass through face；Described box
Beam two ends are mounted on column, and the face of mutually passing through at described box beam two ends is connected with the outer surface of column.
Further, described box beam has cover plate, web and base plate；Described cover plate two ends be provided with column outside
The curved surface of surface matching, described base plate two ends are provided with the joint face mating with column outer surface；Described web two ends are all provided with
It is equipped with inclined-plane；Described inclined-plane is β with respect to the angle of inclination of base plate；Described column has n root, n >=3；Described α and β meetsDescribed box beam two ends are mounted on column, the curved surface at described box beam two ends, tiltedly
Face and joint face are connected with the outer surface of column.
Further, the two ends setting wing plate of described base plate and cover plate；Described wing plate is connected with the outer surface of column.
Above-mentioned tower structure central post and the attachment structure of box beam, by the setting of box beam two ends and column appearance
What face matched mutually passes through face, thus realizing the direct welding of box beam and column, need not arrange box beam splice on column.From
And simplify structure, simplify the processing of column；Reduce processing cost.Ensure that simultaneously box beam install after all the time with water
Plane parallel it is ensured that the stability of structure；It is easily installed, it is possible to increase work efficiency.
Present invention also offers a kind of box beam erector of the attachment structure of employing tower structure central post and box beam
Skill, comprises the following steps:
1) column and box beam are made；And the elevation location installing box fine strain of millet on column carries out labelling；
2) on the basis of arrange datum clamp face, and according to mounting design require on datum clamp face labelling column peace
Dress datum mark；
3) on the base point of installation on the basis of column being arranged on；And make the column angle of inclination to be with respect to the horizontal plane
The α that mounting design requires；
4) and then using the attachment structure of tower structure central post and box beam box beam is installed；Column top is installed first
Box beam, then installed successively from top to bottom.
Above-mentioned box beam mounting process, the attachment structure using tower structure central post and box beam is pacified to box beam
Dress, due to the attachment structure of tower structure central post and box beam, and structure is simple, installs fast and convenient.Therefore, it is possible to improve
Installation effectiveness, reduces installation cost.Simultaneously using the side from top to bottom installed successively during installing to box beam
Formula, consequently facilitating the positioning of column and box beam, it is to avoid the more piece positioning in traditional method.Be conducive to improving installation accuracy,
And the stability of mounted configuration.
Brief description
Fig. 1 is the structural representation of tower structure central post and box beam conventional attachment structure；
Fig. 2 is the structural representation of box beam in the embodiment of the present invention；
Fig. 3 is the structural representation of tower structure central post and box beam attachment structure in the embodiment of the present invention；
Fig. 4 is box beam bevel inclination angle analysis schematic diagram in the embodiment of the present invention；
Fig. 5 is the top view in box beam installation process in the embodiment of the present invention；
Fig. 6 is the schematic diagram after the box beam installation of embodiment of the present invention central post top；
Fig. 7 is the schematic diagram after the box beam installation below the box beam of embodiment of the present invention central post top；
Fig. 8 is the axonometric drawing after box beam installation in the embodiment of the present invention；
In figure indicates: 1- column, 2- box beam, 21- cover plate, 211- curved surface, 22- web, 221- inclined-plane, 23- base plate,
231- joint face, 24- wing plate, 3- box beam splice, 4- basis.
Specific embodiment
The present invention is further described with reference to the accompanying drawings and examples.
As shown in Figures 2 and 3, the attachment structure of tower structure central post and box beam, including column 1 and box beam 2；
Described column 1 angle of inclination with respect to the horizontal plane is α；Described box beam 2 two ends be provided with mate with column 1 mutually pass through face；
Described box beam 2 two ends are mounted on column 1, and the face of mutually passing through at described box beam 2 two ends is connected with the outer surface of column 1.
Described box beam 2 two ends are provided with " mutually the passing through face " of mutually passing through in face mated with column 1 and refer at box beam 2 two ends
To be connected the connection curved surface that the intersection being formed is formed as bus and along angle of inclination for α with column 1 exterior face.
Only box beam 2 need to be positioned between two root posts 1 during the box beam 2 installed, then in two root posts 1
Identical height the two ends Xiang Guan face of box beam 2 is welded with column 1 respectively.Box beam need not be arranged on column 1 to connect
3, therefore, it is possible to simplify structure.
In sum, the attachment structure of tower structure central post of the present invention and box beam, by 2 liang of box beam
What end setting was connected with column 1 mutually passes through face, thus realizing the direct welding of box beam 2 and column 1, need not arrange on column 1
Box beam splice 3.Thus simplifying structure, simplify the processing of column；Reduce processing cost.Relatively according to column 1 simultaneously
In the angle of inclination of horizontal plane, arrange box beam 2 two ends mutually passes through face, therefore, it is possible to ensure box beam 2 install after all the time with water
Plane parallel it is ensured that the stability of structure；It is easily installed, it is possible to increase work efficiency.
Tilt angle alpha in order to column 1 in installation process is calibrated；Further, described box beam 2 has
There are cover plate 21, web 22 and base plate 23；Described cover plate 21 two ends are provided with the curved surface 211 mating with column 1 outer surface, institute
State base plate 23 two ends and be provided with the joint face 231 mating with column 1 outer surface；Described web 22 two ends are provided with inclined-plane
221；Described inclined-plane 221 is β with respect to the angle of inclination of base plate 23；Described column 1 has n root, (n >=3)；Described α and β is full
FootDescribed box beam 2 two ends are mounted on column 1, the song at described box beam 2 two ends
Face 211, inclined-plane 221 and joint face 231 are connected with the outer surface of column 1.
Because described column 1 angle of inclination with respect to the horizontal plane is α, and described inclined-plane 221 is with respect to base plate 23
Angle of inclination is β；Described tower structure central post 1 has n root, (n >=3)；Described α and β meetsThe curved surface 211 at described box beam 2 two ends, inclined-plane 221 and joint face 231 with vertical
The outer surface of post 1 connects；After ensureing that box beam 2 is connected with column 1, the bottom surface of box beam 2 is put down with horizontal plane all the time
OK.
Simultaneously because described inclined-plane 221 is β with respect to the angle of inclination of base plate 23；Described column 1 has n root, (n >=3)；
Described α and β meetsPass through inclined-plane 221 and column 1 therefore in installation process
Outer surface contacts, such that it is able to calibrate the gradient of column 1 and horizontal plane.
As shown in figure 4, the length setting up post 1 is a, because every root post is identical with the angle of inclination of horizontal plane, therefore exist
On the basis of reference for installation be a regular polygon, then have:
As shown in figure 4, according to Pythagorean theorem:
b2=a2sin2β-a2sin2α (1)
B=acos α × sin γ (2)
Can be obtained by formula (1) and (2):
So that structure is more stablized so that the connection between box beam 2 and column 1 is more firm.Further such as
Shown in Fig. 2, the two ends setting wing plate 24 of described base plate 23 and cover plate 21；Described wing plate 24 is connected with the outer surface of column 1.Logical
Cross cover plate 21 and base plate 23 two ends arrange wing plate 24 can increase box beam 2 and column 1 bonding strength so that structure more
Stable.
Present invention also offers a kind of pacified using using the box beam of tower structure central post and the attachment structure of box beam
Dress technique is it is characterised in that comprise the following steps:
1) column 1 in tower structure central post and the attachment structure of box beam and box beam 2 are made；And in column
The elevation location installing box fine strain of millet 2 on 1 carries out labelling；
2) datum clamp face is set on basis 4, and requires labelling column 1 on datum clamp face according to mounting design
Base point of installation；
3) column 1 is arranged on the base point of installation on basis 4；And make column 1 inclination angle with respect to the horizontal plane
Spend the α for mounting design requirement；
4) and then using the attachment structure of tower structure central post and box beam box beam 2 is installed；Column 1 is installed first push up
The box beam 2 in portion, then installed successively from top to bottom.
Step 1 in above-mentioned box beam mounting process) in prepare first and need the column 1 installed and box beam 2,
And the elevation location installing box fine strain of millet 2 on column 1 carries out labelling；It is ready for the installation of box beam 2.Due to manufacturing
Column 1 and box beam 2 adopt tower structure central post and the attachment structure central post 1 of box beam and the structure of box beam 2, because
This can simplify structure, reduces processing cost.On column 1, the elevation location of installation box fine strain of millet 2 carries out labelling is in order in case
During type beam 2 is installed, it is easy to be quickly found out installation site.
In step 2) in basis 4 on setting datum clamp face be to ensure that installation accuracy.Described mounting design will
Seeking Truth is according to determined by the construction design drawing that different construction parties adopts.Different Construction Design Schemes, its installation dimension
Installation site is different.
In step 3) described in the installation realizing column 1.Because box beam 2 is arranged on column 1, therefore for box
The installation of beam 2 is ready.
In step 4) in using the attachment structure of tower structure central post and box beam, box beam 2 is installed, due to
Tower structure central post is easy for installation with the attachment structure of box beam, and structure is simple, therefore, it is possible to improve installation effectiveness, reduces peace
Dress up this.The box beam 2 at column 1 top is installed simultaneously first, is then installed successively from top to bottom.Due to being mounted with first
The box beam 2 at column 1 top, because column 1 bottom is arranged on the box therefore passing through basis 4 and column 1 top on basis 4
Beam 2 is capable of the positioning of column 1.Thus the angle of inclination of vertical columns 1.Then install successively from top to bottom again, only need
Box beam 2 is put into and moves between two root posts 1, fitted with the outer surface of column 1 in the face of mutually passing through moving to box beam 1
When, you can carry out welding and realize installing.Thus avoid in traditional method arranging box beam splice 3 on column 1, need to carry out
The trouble of more piece positioning.Simplify mounting process, facilitate implementation installation positioning.
Above-mentioned box beam mounting process, the attachment structure using tower structure central post and box beam is carried out to box beam 2
Install, due to the attachment structure of tower structure central post 1 and box beam 2, easy for installation, structure is simple, therefore, it is possible to improve peace
Dress efficiency, reduces installation cost.Simultaneously during box beam is installed by the way of from top to bottom installing successively,
Consequently facilitating the positioning of column 1 and box beam 2, it is to avoid the more piece positioning in traditional method.Be conducive to improving installation accuracy, with
And the stability of mounted configuration.
Embodiment 1
Attachment structure using tower structure central post of the present invention and box beam is installed to box beam 2.
1st, make
1.1 make column 1 and box beam 2 in tower structure central post and the attachment structure of box beam；And vertical
The elevation location installing box fine strain of millet 2 on post 1 carries out labelling.
Preparation has the column 1 of suspension column and cylinder, and makes when suspension column and horizontal plane, described cylinder with respect to
The angle of inclination of horizontal plane is α.Simultaneously in box beam 2 preparation process, the phase mated with column 1 is set at box beam 2 two ends
Pass through face.
Further, box beam 2 may be arranged as mode as shown in Figure 2.Described box beam 2 has cover plate 21, abdomen
Plate 22 and base plate 23；Described mutually pass through that face includes that described cover plate 21 two ends are respectively provided with have the curved surface mating with column 1 outer surface
211, and the joint face 231 mating with column 1 outer surface that described base plate 23 two ends are respectively provided with；Described web 22 two ends are all provided with
It is equipped with inclined-plane 221；Described inclined-plane 221 is β with respect to the angle of inclination of base plate 23；Described column 1 has n root, n >=3；Described α
And β meetsFurther, can be at the two ends of described base plate 23 and cover plate 21
Setting wing plate 24；Described wing plate 24 is connected with the outer surface of column 1.
2nd, install
2.1 arrange datum clamp face on basis 4, and require labelling column 1 on datum clamp face according to mounting design
Base point of installation；
2.2 column 1 is arranged on the base point of installation on basis 4；And make column 1 inclination angle with respect to the horizontal plane
Spend the α for mounting design requirement；
2.3 build scaffold around column 1；After the completion of building, box beam 2 is transported on basis 4, and makes case
Type beam 2 is located at so the centre position of column 1, as shown in Figure 5.
Then 2.4 adopt tower structure central post and the attachment structure of box beam to install box beam 2；Column 1 is installed first
The box beam 2 at top, then installed successively from top to bottom；As shown in figs 6-8.
Claims (4)
1. tower structure central post and box beam attachment structure it is characterised in that: include column (1) and box beam (2)；Institute
Stating column (1) angle of inclination with respect to the horizontal plane is α；Described box beam (2) two ends are provided with mutually to be passed through with what column (1) mated
Face；Described box beam (2) two ends are mounted on column (1), the appearance mutually passing through face and column (1) at described box beam (2) two ends
Face connects.
2. tower structure central post as claimed in claim 1 and box beam attachment structure it is characterised in that: described box beam
(2) there is cover plate (21), web (22) and base plate (23)；Described cover plate (21) two ends are provided with and column (1) outer surface
The curved surface (211) of coupling, described base plate (23) two ends are provided with the joint face (231) mating with column (1) outer surface；Described
Web (22) two ends are provided with inclined-plane (221)；Described inclined-plane (221) is β with respect to the angle of inclination of base plate (23)；Described vertical
Post (1) has n root, n >=3；Described α and β meetsDescribed box beam (2) two ends are equal
Column (1), the curved surface (211) at described box beam (2) two ends, inclined-plane (221) and joint face (231) and column (1) are installed
Outer surface connect.
3. the attachment structure of the tower structure central post stated as claim 2 and box beam it is characterised in that: described base plate (23)
And two ends setting wing plate (24) of cover plate (21)；Described wing plate (24) is connected with the outer surface of column (1).
4. installed using the box beam of the tower structure central post as described in claim 1,2 or 3 and the attachment structure of box beam
Technique is it is characterised in that comprise the following steps:
1) column (1) and box beam (2) are made；And carry out mark in the upper elevation location installing box fine strain of millet (2) of column (1)
Note；
2) in basic (4) upper setting datum clamp face, and require labelling column (1) on datum clamp face according to mounting design
Base point of installation；
3) column (1) is arranged on the base point of installation on basic (4)；And make column (1) inclination with respect to the horizontal plane
The α that angle requires for mounting design；
4) and then using the attachment structure of tower structure central post and box beam box beam (2) is installed；Column (1) top is installed first
The box beam (2) in portion, then installed successively from top to bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510208599.2A CN104775653B (en) | 2015-04-28 | 2015-04-28 | Connecting structure for stand columns and box-shaped beam in tower type structure and box-shaped beam mounting process |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510208599.2A CN104775653B (en) | 2015-04-28 | 2015-04-28 | Connecting structure for stand columns and box-shaped beam in tower type structure and box-shaped beam mounting process |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104775653A CN104775653A (en) | 2015-07-15 |
| CN104775653B true CN104775653B (en) | 2017-01-18 |
Family
ID=53617383
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510208599.2A Active CN104775653B (en) | 2015-04-28 | 2015-04-28 | Connecting structure for stand columns and box-shaped beam in tower type structure and box-shaped beam mounting process |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104775653B (en) |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU719191A1 (en) * | 1978-07-13 | 1982-04-23 | Государственный Проектно-Изыскательский И Научно-Исследовательский Институт "Аэропроект" | Multiple-section airfield mast |
| US4769959A (en) * | 1983-07-08 | 1988-09-13 | Lindsey Manufacturing Company | Temporary power line tower assembly and method of installing same |
| CN2764870Y (en) * | 2004-11-19 | 2006-03-15 | 浙江安成通信工程有限公司 | Three-pipe tower for communication |
| CN2830358Y (en) * | 2005-09-16 | 2006-10-25 | 陈会荣 | Transient segamental rack of tower crane |
| CN201802114U (en) * | 2010-09-25 | 2011-04-20 | 华信邮电咨询设计研究院有限公司 | Communication iron tower |
| CN201953133U (en) * | 2010-12-10 | 2011-08-31 | 湖南省建筑材料研究设计院有限公司 | Steel structure erecting tower for train high-voltage wire |
| KR20110101390A (en) * | 2010-03-08 | 2011-09-16 | (주)대광산업 | Steel tower waist support and manufacturing method thereof |
| CN204282918U (en) * | 2014-11-02 | 2015-04-22 | 孙大龙 | Television network broadcast covers assembling tower |
| CN204571437U (en) * | 2015-04-28 | 2015-08-19 | 中国十九冶集团有限公司 | The syndeton of tower structure central post and box beam |
-
2015
- 2015-04-28 CN CN201510208599.2A patent/CN104775653B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU719191A1 (en) * | 1978-07-13 | 1982-04-23 | Государственный Проектно-Изыскательский И Научно-Исследовательский Институт "Аэропроект" | Multiple-section airfield mast |
| US4769959A (en) * | 1983-07-08 | 1988-09-13 | Lindsey Manufacturing Company | Temporary power line tower assembly and method of installing same |
| CN2764870Y (en) * | 2004-11-19 | 2006-03-15 | 浙江安成通信工程有限公司 | Three-pipe tower for communication |
| CN2830358Y (en) * | 2005-09-16 | 2006-10-25 | 陈会荣 | Transient segamental rack of tower crane |
| KR20110101390A (en) * | 2010-03-08 | 2011-09-16 | (주)대광산업 | Steel tower waist support and manufacturing method thereof |
| CN201802114U (en) * | 2010-09-25 | 2011-04-20 | 华信邮电咨询设计研究院有限公司 | Communication iron tower |
| CN201953133U (en) * | 2010-12-10 | 2011-08-31 | 湖南省建筑材料研究设计院有限公司 | Steel structure erecting tower for train high-voltage wire |
| CN204282918U (en) * | 2014-11-02 | 2015-04-22 | 孙大龙 | Television network broadcast covers assembling tower |
| CN204571437U (en) * | 2015-04-28 | 2015-08-19 | 中国十九冶集团有限公司 | The syndeton of tower structure central post and box beam |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104775653A (en) | 2015-07-15 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102505860A (en) | Novel Lifting method for irregularly-shaped steel structure member | |
| CN107190848B (en) | Assembled steel-wood mixed structure system and construction method thereof | |
| CN104775653B (en) | Connecting structure for stand columns and box-shaped beam in tower type structure and box-shaped beam mounting process | |
| CN204024090U (en) | A kind of stiffness post is proofreaied and correct assembly | |
| CN204571437U (en) | The syndeton of tower structure central post and box beam | |
| JP2010236344A (en) | Center axis correction device for facility strut fixing device | |
| CN106320535A (en) | Beam column connection piece | |
| CN107288222A (en) | A kind of modular architectural non-corner module level attachment means and connection method | |
| CN107939156A (en) | The assembling type enclosing shield and its construction method of a kind of rapid construction | |
| CN107653980A (en) | A kind of attachment structure of post and beam | |
| CN107700923B (en) | It is a kind of for installing the exposed foot joint component of steel column | |
| CN113653229A (en) | Curtain wall mounting structure and mounting method thereof | |
| CN206646710U (en) | A kind of pseudo-classic architecture roof frame connecting structure | |
| CN208556496U (en) | One kind is for steel pipe vehicle frame overlapped positioning fixture | |
| CN208763185U (en) | A kind of light-weight structure residence frame | |
| CN203654784U (en) | Assembly and location mould for main beam and end plate of boiler steel frame structure | |
| CN105305947B (en) | Solar energy photovoltaic panel transfer | |
| CN204269138U (en) | Surveying instrument tripod | |
| CN201746941U (en) | Wood beam and column connecting structure | |
| CN112726832A (en) | Steel structure integrated house building system capable of being repeatedly disassembled and assembled and assembling method | |
| CN216042861U (en) | Assembled intercolumnar brace | |
| CN214996308U (en) | Support frame for construction convenient to height-adjusting | |
| CN205153678U (en) | Supplementary pole of embracing of herringbone | |
| CN104314183A (en) | Building frame structure | |
| CN206709848U (en) | RTK abnormity combination centering rods |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| EXSB | Decision made by sipo to initiate substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |