CN108532982A - A method of replacing grid node - Google Patents
A method of replacing grid node Download PDFInfo
- Publication number
- CN108532982A CN108532982A CN201810437666.1A CN201810437666A CN108532982A CN 108532982 A CN108532982 A CN 108532982A CN 201810437666 A CN201810437666 A CN 201810437666A CN 108532982 A CN108532982 A CN 108532982A
- Authority
- CN
- China
- Prior art keywords
- rod piece
- steel
- steel pipe
- bolt
- anchor ear
- 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention discloses a kind of method for replacing grid node, solves the technical issues of difficulty of construction when grid node is replaced in the prior art is big, big, installation progress and construction quality can not ensure to structure security implication.The present invention includes the following steps：Gap between pacch bolt ball and rod piece sleeve, the installation site for measuring steel pipe anchor ear, the rod piece of polishing bolt sphere both sides, brushing steel steel binder on the rod piece after polishing, install on steel steel stick side steel pipe anchor ear, contraposition installation other side steel pipe anchor ear, install between the steel pipe anchor ear of both sides it is high-strength to drawing anchor bolt, tightening to drawing anchor bolt stress, replacing bolt sphere between rod piece, completion acceptance.It is constructed using the present invention, it will be apparent that shorten the construction period, saved construction cost, while construction safety being made to be guaranteed.
Description
Technical field
The present invention relates to Construction of The Grids technical fields, particularly relate to a kind of method for replacing grid node.
Background technology
The light roof of large span, using grid structure, steel using amount can greatly reduce, and save cost, and the Beauty
It sees, is gradually received by owner and design side.But since rack span is big, the rod piece of grid structure is all prefabrication type component,
By amount of deflection and installation cumulative errors etc. are various influences in installation process, it is a lot of to be bound to cause rack installation quality problem.Greatly
Multilist is present：Gap between rod piece sleeve and bolt sphere is more than that code requirement, sleeve are directly welded by cutting during the installation process
It is connected to the first-class problems of bolt sphere.Eample Analysis is carried out with regard to this installation question below.
Xi'an arenas is oval curved surface grid structure, 152 meters of length, 148 meters of width.Grid node is bolt ball-joint
Point and part welded spherical node.There are gap, sleeves to cut between the radial rod piece sleeve of discovery and bolt sphere after installation is completed,
The problems such as without sleeve, influences the security presence of grid structure.Since radial rod piece is the main stressed member of Elements of Space Grid Truss, rod piece
For pull rod or compression bar.Since rack has installed, to rack dismounting reinstall it is costly, and the duration cannot expire
Foot requires.Such as radial rod piece is replaced, it is big that there are difficulty of construction, constructs complicated, big to structure security implication and is not easy to protect
Demonstrate,prove installation progress and construction quality.
Invention content
For the deficiency in above-mentioned background technology, the present invention proposes a kind of method for replacing grid node, solves existing
Difficulty of construction is big when grid node is replaced in technology, to structure security implication, big, construction speed and construction quality can not ensure
Technical problem.
The technical proposal of the invention is realized in this way：A method of grid node is replaced, is included the following steps：
Step 1：Gap between pacch bolt ball and rod piece sleeve；
Step 2：Measure the installation site of steel pipe anchor ear；
Step 3：The rod piece of bolt sphere of polishing both sides；
Step 4：Brushing steel steel binder on rod piece after polishing；
Step 5：Side steel pipe anchor ear is installed on steel steel stick；
Step 6：Contraposition installation other side steel pipe anchor ear；
Step 7：It is installed between the steel pipe anchor ear of both sides high-strength to drawing anchor bolt；
Step 8：It tightens to drawing anchor bolt stress；
Step 9：Replace the bolt sphere between rod piece；
Step 10：Completion acceptance.
When the step 1 carries out gap repairing, filled up first using electric welding, voltage, the electric current of welding, which will meet construction, to be wanted
It asks, grinding process is carried out to welding residue at gap after squeegeeing, residue and smooth is not stayed in guarantee.
It is measured using the tape measure examined when the step 2 measures, carrying out scene with the use of square puts
Sample ensures error within 1mm, and slate pencil underlining on rod piece is used after determining the installation site of steel pipe anchor ear.
When the step 3 carries out rod piece polishing, uses sander to carry out processing of rust removing first, rod piece is polished
Then metallic luster uses wheel polisher to carry out roughness processing to rod piece, rod piece is made to obtain larger roughness, line of polishing
Lu Yingyu steel Impact directions are vertical, are stained with acetone by the rod piece wiped clean after polishing using staple thereafter.
When the step 4 brushing steel steel binder, brushing will uniformly, and thickness is maintained in 0.5mm-1mm.
When the step 5 and step 6 installation steel pipe anchor ear, close inspection installation effect, with hand hammer along stickup after stickup
Face gently taps steel pipe anchor ear, indicates to have pasted if without empty sound closely knit, otherwise should peel steel pipe anchor ear, carry out glue, weight
It is new to paste.
When tightened in the step 8 to drawing anchor bolt, using torque wrench to drawing anchor bolt to fasten, ensureing to drawing anchor
The screw rod of bolt is 2-3 exposed, checks whether bolt loosens using hammering method after fastening.
This law is simple in structure, easily fabricated, easy to use, of low cost, can not only stablize and realize that rod member for grid stress passes
It passs, and can accelerate construction progress, is highly practical, safety guarantee is provided for rack reinforcing.Rod member for grid design is thought of as axle center
Stressed member, i.e. rod member for grid stress are pressure or pulling force, present invention can ensure that grid structure is safe, former rod member for grid
Stress is avoided bolt sphere and is transferred on the rod piece of other side, and the consolidation process to rod member for grid has been reliably achieved, can be convenient
Ground carries out grid node and repairs replacement, solves in the prior art, and grid node replacement difficulty of construction is big, and construction quality is not
Reliable problem.
Specific implementation mode
The technical scheme in the embodiments of the invention will be clearly and completely described below, it is clear that described implementation
Example is only a part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, this field is common
The every other embodiment that technical staff is obtained under the premise of not making the creative labor belongs to the model that the present invention protects
It encloses.
A method of grid node is replaced, is included the following steps：
Step 1：Gap between pacch bolt ball and rod piece sleeve, is filled up using electric welding first, and voltage, the electric current of welding are wanted
Meet construction requirement, grinding process is carried out to welding residue at gap after squeegeeing, residue and smooth is not stayed in guarantee.
Step 2：The installation site for measuring steel pipe anchor ear, is measured using the tape measure examined, and is used cooperatively square
Field lofting is carried out, ensures error within 1mm, determines and is crossed on rod piece mark with slate pencil after the installation site of steel pipe anchor ear
Note.
Step 3：The rod piece of bolt sphere of polishing both sides, uses sander to carry out processing of rust removing, rod piece is polished first
Go out metallic luster, then wheel polisher is used to carry out roughness processing to rod piece, rod piece is made to obtain larger roughness, polishes
Lines should be vertical with steel Impact direction, is stained with acetone by the rod piece wiped clean after polishing using staple thereafter.
Step 4：Brushing steel steel binder on rod piece after polishing, brushing will uniformly, and thickness is maintained at 0.5mm-
In 1mm.
Step 5：Side steel pipe anchor ear, close inspection installation effect, with hand hammer along viscous after stickup are installed on steel steel stick
Veneer gently taps steel pipe anchor ear, indicates to have pasted if without empty sound closely knit, otherwise should peel steel pipe anchor ear, carry out glue,
It re-pastes.In addition, steel steel binder must have a work certificate, the quality testing report of product description and product, into
Entering will be to product through row retrial behind scene；The stringent construction method strict construction for pressing product description during use.
Step 6：Contraposition installation other side steel pipe anchor ear, close inspection installation effect are light along adhesive surface with hand hammer after stickup
Tapping steel pipe anchor ear, indicates to have pasted closely knit if without empty sound, otherwise should peel steel pipe anchor ear, carry out glue, glue again
Patch.
Step 7：It is installed between the steel pipe anchor ear of both sides high-strength to drawing anchor bolt.
Step 8：It tightens to drawing anchor bolt stress, using torque wrench to drawing anchor bolt to fasten, ensureing to drawing anchor bolt
Screw rod is 2-3 exposed, checks whether bolt loosens using hammering method after fastening.
Step 9：Replace the bolt sphere between rod piece.
Step 10：Completion acceptance.
In addition, being reconnoitred to the rod piece ambient enviroment to need reinforcement, remove barriers object, is provided conveniently for construction；It is inciting somebody to action
It replaces and is laid with safety net below the rack of node, reinforcing area installs preventing dropped material funnel, prevents falling object from high altitude.Construction personnel
It wears " Triratna ", carrying out safe practice to construction personnel before every day shift tells somebody what one's real intentions are, and forms record of telling somebody what one's real intentions are, signature filing；Scene peace
The full-time safety manager of row, safety management is carried out to construction overall process；Forbid violation operation in construction, give directions against regulations；Scene
The construction equipment used must be within the defined effect phase, and ensures that performance is stablized.
The not detailed place of the present invention is the common knowledge of this field.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all essences in the present invention
With within principle, any modification, equivalent replacement, improvement and so on should all be included in the protection scope of the present invention god.
Claims (7)
1. a kind of method for replacing grid node, it is characterised in that include the following steps：
Step 1：Gap between pacch bolt ball and rod piece sleeve；
Step 2：Measure the installation site of steel pipe anchor ear；
Step 3：The rod piece of bolt sphere of polishing both sides；
Step 4：Brushing steel steel binder on rod piece after polishing；
Step 5：Side steel pipe anchor ear is installed on steel steel stick；
Step 6：Contraposition installation other side steel pipe anchor ear；
Step 7：It is installed between the steel pipe anchor ear of both sides high-strength to drawing anchor bolt；
Step 8：It tightens to drawing anchor bolt stress；
Step 9：Replace the bolt sphere between rod piece；
Step 10：Completion acceptance.
2. the method according to claim 1 for replacing grid node, it is characterised in that：The step 1 carries out gap repairing
When, it is filled up first using electric welding, voltage, the electric current of welding will meet construction requirement, be remained after squeegeeing to being welded at gap
Object carries out grinding process, and residue and smooth is not stayed in guarantee.
3. the method according to claim 1 for replacing grid node, it is characterised in that：The step 2 makes when measuring
It is measured with the tape measure examined, field lofting is carried out with the use of square, ensure that error within 1mm, determines steel pipe
Slate pencil underlining on rod piece is used after the installation site of anchor ear.
4. the method according to claim 1 for replacing grid node, it is characterised in that：The step 3 carries out rod piece polishing
When, it uses sander to carry out processing of rust removing first, rod piece is polished into metallic luster, then use wheel polisher to bar
Part carries out roughness processing, so that rod piece is obtained larger roughness, polishing lines should be vertical with steel Impact direction, uses thereafter
Staple is stained with acetone by the rod piece wiped clean after polishing.
5. the method according to claim 1 for replacing grid node, it is characterised in that：The step 4 brushing steel steel bonds
When agent, brushing will uniformly, and thickness is maintained in 0.5mm-1mm.
6. the method according to claim 1 for replacing grid node, it is characterised in that：The step 5 and step 6 installation
When steel pipe anchor ear, close inspection installation effect gently taps steel pipe anchor ear along adhesive surface after stickup with hand hammer, if without empty sound
Expression has been pasted closely knit, otherwise should be peeled steel pipe anchor ear, be carried out glue, re-paste.
7. the method according to claim 1 for replacing grid node, it is characterised in that：It is tightened in the step 8 to drawing anchor
When bolt, using torque wrench to drawing anchor bolt to fasten, guarantee is 2-3 exposed to the screw rod for drawing anchor bolt, and hammer is used after fastening
Striking checks whether bolt loosens.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810437666.1A CN108532982A (en) | 2018-05-09 | 2018-05-09 | A method of replacing grid node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810437666.1A CN108532982A (en) | 2018-05-09 | 2018-05-09 | A method of replacing grid node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108532982A true CN108532982A (en) | 2018-09-14 |
Family
ID=63476700
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810437666.1A Pending CN108532982A (en) | 2018-05-09 | 2018-05-09 | A method of replacing grid node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108532982A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN113529979A (en) * | 2021-07-30 | 2021-10-22 | 中建七局安装工程有限公司 | Exempt from welded rack node reinforced structure |
| CN114541802A (en) * | 2022-03-08 | 2022-05-27 | 中国矿业大学 | Device and method for replacing pulled rod piece |
| CN115929068A (en) * | 2022-12-02 | 2023-04-07 | 中铁二局集团有限公司 | Device for repairing bolt ball joint by using carbon fiber and repairing method thereof |
Citations (5)
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|---|---|---|---|---|
| CN1570333A (en) * | 2004-04-26 | 2005-01-26 | 武汉大学 | Process for reinforcing electricity transmission and transformation steel pipe frames |
| CN201507122U (en) * | 2009-06-09 | 2010-06-16 | 宋明志 | Grid structure bar replacing apparatus |
| CN105735667A (en) * | 2016-04-13 | 2016-07-06 | 陕西建工机械施工集团有限公司 | Assembled replacement tool for steel net frame rod piece |
| CN206376574U (en) * | 2016-12-06 | 2017-08-04 | 北京建筑大学 | A kind of grid structure bar replacing apparatus of adjustable in length |
| CN107366440A (en) * | 2017-08-25 | 2017-11-21 | 中冶建筑研究总院有限公司 | A kind of reinforcing device and method of bolt-ball net frame pull bar and node |
-
2018
- 2018-05-09 CN CN201810437666.1A patent/CN108532982A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1570333A (en) * | 2004-04-26 | 2005-01-26 | 武汉大学 | Process for reinforcing electricity transmission and transformation steel pipe frames |
| CN201507122U (en) * | 2009-06-09 | 2010-06-16 | 宋明志 | Grid structure bar replacing apparatus |
| CN105735667A (en) * | 2016-04-13 | 2016-07-06 | 陕西建工机械施工集团有限公司 | Assembled replacement tool for steel net frame rod piece |
| CN206376574U (en) * | 2016-12-06 | 2017-08-04 | 北京建筑大学 | A kind of grid structure bar replacing apparatus of adjustable in length |
| CN107366440A (en) * | 2017-08-25 | 2017-11-21 | 中冶建筑研究总院有限公司 | A kind of reinforcing device and method of bolt-ball net frame pull bar and node |
Non-Patent Citations (1)
| Title |
|---|
| 梁峰: "大连电视塔结构检测与构件修复及置换设计研究", 《建筑结构》 * |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN113529979A (en) * | 2021-07-30 | 2021-10-22 | 中建七局安装工程有限公司 | Exempt from welded rack node reinforced structure |
| CN114541802A (en) * | 2022-03-08 | 2022-05-27 | 中国矿业大学 | Device and method for replacing pulled rod piece |
| CN115929068A (en) * | 2022-12-02 | 2023-04-07 | 中铁二局集团有限公司 | Device for repairing bolt ball joint by using carbon fiber and repairing method thereof |
| CN115929068B (en) * | 2022-12-02 | 2023-09-05 | 中铁二局集团有限公司 | Device for repairing bolt ball node by carbon fiber and repairing method thereof |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180914 |