CN101324113A - Method for processing bending rod in network frame structure - Google Patents
Method for processing bending rod in network frame structure Download PDFInfo
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- CN101324113A CN101324113A CNA2008100555584A CN200810055558A CN101324113A CN 101324113 A CN101324113 A CN 101324113A CN A2008100555584 A CNA2008100555584 A CN A2008100555584A CN 200810055558 A CN200810055558 A CN 200810055558A CN 101324113 A CN101324113 A CN 101324113A
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- curved bar
- channel
- girth
- butt joint
- processing method
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Abstract
The invention relates to a disposal method for a bent rod in a net brace structure. The method of the invention is characterized in that a corresponding buckling reinforced part is prepared firstly; subsequently, a symmetrical axis section is determined on the bent rod; two reinforced parts are relatively buckled onto the bent rod; two ends of the reinforced part are aligned to the variable-diameter points at two ends of the rod; the supporting plate in the reinforced part is rigidly contacted with the rod; finally, bolts pass through lug plates which are corresponding to the exterior of channel steel and nuts are used for screwing firmly, thus fastening two buckling reinforced parts onto the bent rod. The reinforcing disposal method of the invention changes no force-bearing state of the net brace structure, has quick and safe construction, low disposal cost, affects no whole stability of the net brace and ensures the normal use of the net brace.
Description
Technical field
The present invention relates to a kind of construction method of installation of rack building structure, the processing method of curved bar in specifically a kind of space truss structure.
Background technology
The flourish of space truss structure is because it has a series of advantage: at first be that rack can play space behavior, owing to can both participating in work, all rod members have good stress performance, its rigidity and globality are better than general plane structure, therefore can bear various non-symmetrical loads, point load and dynamic load effectively.The whole stressed shock-resistance features that under geological process, also shows its excellence of all rod members in the rack.Secondly, the space truss structure fabrication and installation are more convenient, and rod member and node can be in plant produced, and it is minimum that the site work amount is reduced to, and also do not need complicated technology simultaneously, are convenient to rack and carry out regularization, industrialized production and construction.
But in the installation process of rack, because factors such as influence in a variety of causes such as external force effect, the hoisting process and temperature effect may cause the bending of indivedual rod members in the space truss structure.For curved bar, if do not handled, in paying later use, just might accelerated development, further crooked, so just might cause the whole stressed change of space truss structure, and then have influence on application life of space truss structure and safe in utilization.
The direct way of handling curved bar in the space truss structure is to change bar.But, change the bar method and relatively be adapted at the production and assembly stage of factory rack.In the field-mounted process of rack, during for the stressing conditions more complicated of bigger rack of some spans or rack, it is just not too suitable to implement to change the bar method.Because change the construction operation intensity height of bar method, poor stability has very big danger, and accident easily creates greater casualties.Technically, must be with the part that is associated of jack jack-up rack on special support when the bar method is changed in enforcement, curved bar just can be changed under the state that does not stress, and the local jack-up of jack pair rack, made the be associated stressing conditions of part of rack that bigger change has taken place, changed this moment according to the tailor-made rod member of original measurement size and just easily go wrong; And the replacing standard member, also because of member bending caused rack be associated the part structure and stressed change, so also inapplicable.
Therefore, in the installation process of rack, how curved bar in the space truss structure being handled, is a difficult problem in the present installing construction process.
Summary of the invention
Purpose of the present invention just provides the processing method of curved bar in a kind of space truss structure, with when keeping the rack overall structure stable, the member bending degree is further enlarged, thus the application life of assurance rack and safe in utilization.
The present invention is achieved in that the processing method of curved bar in a kind of space truss structure, and this processing method is according to the curve form of curved bar and bending direction, makes the corresponding girth member that fastens earlier, and the making step of girth member is:
A. earlier on curved bar, find the member bending direction, determine the axis of symmetry tangent plane of curved bar and perform mark; Measure the air line distance between the reducing point of rod member two ends again; According to two isometric channel-section steels of this air line distance length intercepting; The axis of symmetry tangent plane of curved bar is as the notch involutory surface of two channel-section steels when fastening the butt joint installation;
B. at the two ends of two channel-section steels and inner being laid with respectively somely fasten the support plates that can dock one by one after the butt joint at channel-section steel, the edge of support plate and channel-section steel interior is identical and be welded on the channel-section steel inner face along shape; The butt joint of the fastening of support plate along on have half round cut, the half round cut on two support plates is formed a circular hole after butt joint, this circular hole just in time wraps and blocks the rod member that this two support plates position is located after fastening butt joint;
C. on each channel-section steel, weld some groups of otic placodes up and down, have the perforation of cross-under securing member on the otic placode;
Girth member is made and is finished, promptly finding axis of symmetry tangent plane on the curved bar according to mark on the curved bar, again with the position of two girth members according to rod member axis of symmetry tangent plane, be fastened on the curved bar relatively, align with reducing point place, rod member two ends in the two ends of girth member, the support plate in the girth member tightly contacts with rod member; Pass the outside relative otic placode of channel-section steel respectively with bolt at last, use nut screwing clamping, can fasten girth member with two and be fastened on the curved bar.
The present invention is a kind of reinforcing and processing method to curved bar that is proposed under the situation of changing bar method inconvenience enforcement.This processing method does not change the current stress of curved bar, but the effect that has the constraint member bending to further develop does not make the degree of crook of rod member continue expansion; Can under the existing crooked situation of rod member, continue to keep the Stability Analysis of Structures of rack integral body.Thereby processing method of the present invention is a kind of simple and direct effective processing method, can guarantee application life of rack and safe in utilization.
In addition, reinforcing and processing method of the present invention does not need the construction of special support to install, and does not need to seek the best point of application of jack, does not change the stress of space truss structure, therefore, the present invention has solved the handling problem of the member bending in the rack installation process effectively.Has girth member above-mentioned effect, simple in structure, easy for installation and make and use, both can improve the operational security in the curved bar processing procedure, reduced operation intensity, can make quick construction, the safety of reinforcing and processing method of the present invention again, processing cost and expense have also been reduced simultaneously, what is more important entire process process does not influence the resistance to overturning of rack, can guarantee the normal use of rack.Processing method of the present invention after trying out, is proved to be a kind of simple and direct effective processing method in the rack work progress.
Description of drawings
Fig. 1 uses the curved bar and the girth member structure combining schematic diagram of processing method of the present invention.
Fig. 2 is the cross-sectional view of used girth member among the present invention.
The specific embodiment
Among Fig. 1, be connected on two rod members 5 in the sphere nodes 6 and occur bending and deformation, processing method of the present invention is exactly according to the curve form of this curved bar 5 and bending direction etc., produces corresponding fastening girth member earlier.The making step of girth member is:
A. earlier on curved bar 5, find bending direction, determine the axis of symmetry tangent plane of curved bar 5 and perform mark; Measure the air line distance between the reducing point of rod member two ends again.According to two isometric channel-section steels 1 of this air line distance length intercepting.The notch involutory surface of the i.e. conduct of the axis of symmetry tangent plane of curved bar 5 two channel-section steels when fastening the butt joint installation.
B. be laid with 5 support plates 2 (Fig. 1) altogether in the two ends and the inside of two channel-section steels 1, the edge of support plate 2 and channel-section steel 1 interior is identical and be welded on the inner face (Fig. 2) of channel-section steel along shape; The butt joint of the fastening of support plate 2 along on have half round cut, the half round cut on two support plates is formed a circular hole after butt joint.The position of circular hole changes to some extent according to the difference of the difference of member bending situation and support plate present position in channel-section steel 1, and its setting principle is exactly just in time to wrap the rod member that blocks this place, two support plates position after fastening butt joint.
C. weld four groups of otic placodes 3 (Fig. 1) up and down on each channel-section steel 1, have perforation on the otic placode, the perforation that two channel-section steels fasten on every group of relative two otic placodes of back is relative, in order to the cross-under securing member.
Girth member is made and is finished, promptly on curved bar 5, find the axis of symmetry tangent plane of curved bar according to mark, and then with the position of two girth members according to rod member axis of symmetry tangent plane, be fastened on relatively on the curved bar 5, align with reducing point place, rod member two ends in the two ends of girth member, support plate 2 in the girth member tightly contacts with rod member 5, but is not welded on the rod member.At last, with bolt 4 respectively cross-under cross perforation on the outside otic placode 3 facing each other of channel-section steel, use nut screwing clamping again, can fasten girth members with two and be fastened on the curved bar on 5.
In this processing method, in the girth member of made, the support plate 2 that the 4-6 group can be docked can be set according to the length of rod member.Support plate 2 preferably evenly distributes on the length direction of channel-section steel 1, and preferably is positioned at the outside of inboard adjacent two support plates, 2 central points at the otic placode 3 of girth member arranged outside.Take this structure, can guarantee the equilibrium of the girth member application of force, help strengthening further developing of restriction member bending degree.
Claims (3)
1, the processing method of curved bar in a kind of space truss structure is characterized in that this processing method is curve form and the bending direction according to curved bar, makes the corresponding girth member that fastens earlier, and the making step of girth member is:
A. earlier on curved bar, find the member bending direction, determine the axis of symmetry tangent plane of curved bar and perform mark; Measure the air line distance between the reducing point of rod member two ends again; According to these air line distance length intercepting two isometric channel-section steels (1); The axis of symmetry tangent plane of curved bar is as the notch involutory surface of two channel-section steels when fastening the butt joint installation;
B. at the two ends of two channel-section steels (1) and inner being laid with respectively somely fasten the support plates (2) that can dock one by one after the butt joint at channel-section steel, the edge of support plate (2) and channel-section steel (1) interior is identical and be welded on the channel-section steel inner face along shape; The butt joint of the fastening of support plate (2) along on have half round cut, the half round cut on two support plates is formed a circular hole after butt joint, this circular hole just in time wraps and blocks the rod member that this two support plates position is located after fastening butt joint;
C. go up welding some groups of otic placodes (3) up and down at each channel-section steel (1), have the perforation of cross-under securing member on the otic placode;
Girth member is made and is finished, promptly finding axis of symmetry tangent plane on the curved bar according to mark on the curved bar, again with the position of two girth members according to rod member axis of symmetry tangent plane, be fastened on the curved bar relatively, align with reducing point place, rod member two ends in the two ends of girth member, the support plate in the girth member tightly contacts with rod member; Pass the outside relative otic placode of channel-section steel respectively with bolt at last, use nut screwing clamping, can fasten girth member with two and be fastened on the curved bar.
2, the processing method of curved bar in the space truss structure according to claim 1 is characterized in that being provided with the support plate (2) that the 4-6 group can be docked in described girth member.
3, the processing method of curved bar in the space truss structure according to claim 1 is characterized in that the otic placode (3) in described girth member arranged outside is positioned at the outside of inboard adjacent two support plates (2) central point.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2008100555584A CN100552163C (en) | 2008-08-11 | 2008-08-11 | The processing method of curved bar in the space truss structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2008100555584A CN100552163C (en) | 2008-08-11 | 2008-08-11 | The processing method of curved bar in the space truss structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101324113A true CN101324113A (en) | 2008-12-17 |
| CN100552163C CN100552163C (en) | 2009-10-21 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2008100555584A Expired - Fee Related CN100552163C (en) | 2008-08-11 | 2008-08-11 | The processing method of curved bar in the space truss structure |
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| CN (1) | CN100552163C (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102444207A (en) * | 2010-10-09 | 2012-05-09 | 安徽省建筑科学研究设计院 | Externally hung broken-line type joint |
| CN103774861A (en) * | 2014-01-26 | 2014-05-07 | 淮海工学院 | Reinforcement method for grid structure rod piece |
| CN110468960A (en) * | 2019-08-12 | 2019-11-19 | 兰州理工大学 | A kind of support construction and construction method of adjustable rack displacement of joint |
| CN110952795A (en) * | 2019-12-03 | 2020-04-03 | 中冶建筑研究总院有限公司 | Reinforcing structure and reinforcing method of spatial structure bending pressure rod |
| CN112096105A (en) * | 2020-07-28 | 2020-12-18 | 中冶建筑研究总院有限公司 | Reinforcing device for grid structure and construction method |
-
2008
- 2008-08-11 CN CNB2008100555584A patent/CN100552163C/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102444207A (en) * | 2010-10-09 | 2012-05-09 | 安徽省建筑科学研究设计院 | Externally hung broken-line type joint |
| CN103774861A (en) * | 2014-01-26 | 2014-05-07 | 淮海工学院 | Reinforcement method for grid structure rod piece |
| CN103774861B (en) * | 2014-01-26 | 2016-01-27 | 淮海工学院 | A kind of reinforcement means of grid structure bar |
| CN110468960A (en) * | 2019-08-12 | 2019-11-19 | 兰州理工大学 | A kind of support construction and construction method of adjustable rack displacement of joint |
| CN110468960B (en) * | 2019-08-12 | 2020-12-22 | 甘肃一安建设科技集团有限公司 | Supporting structure capable of adjusting node displacement of net rack and construction method |
| CN110952795A (en) * | 2019-12-03 | 2020-04-03 | 中冶建筑研究总院有限公司 | Reinforcing structure and reinforcing method of spatial structure bending pressure rod |
| CN112096105A (en) * | 2020-07-28 | 2020-12-18 | 中冶建筑研究总院有限公司 | Reinforcing device for grid structure and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN100552163C (en) | 2009-10-21 |
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Granted publication date: 20091021 Termination date: 20170811 |