CN114809585A - Overhanging I-shaped steel fixing method - Google Patents
Overhanging I-shaped steel fixing method Download PDFInfo
- Publication number
- CN114809585A CN114809585A CN202210432438.1A CN202210432438A CN114809585A CN 114809585 A CN114809585 A CN 114809585A CN 202210432438 A CN202210432438 A CN 202210432438A CN 114809585 A CN114809585 A CN 114809585A
- Authority
- CN
- China
- Prior art keywords
- steel
- shaped
- overhanging
- bolt
- floor slab
- 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 61
- 239000010959 steel Substances 0.000 title claims abstract description 61
- 238000000034 method Methods 0.000 title claims abstract description 20
- 238000004873 anchoring Methods 0.000 claims abstract description 4
- 238000010276 construction Methods 0.000 abstract description 15
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Images
Classifications
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- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
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- 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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/18—Scaffolds essentially supported by building constructions, e.g. adjustable in height supported by cantilevers or other provisions mounted in openings in the building, e.g. window openings
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- 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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/22—Scaffolds essentially supported by building constructions, e.g. adjustable in height supported by roofs or ceilings
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
A fixing method for cantilever I-shaped steel is characterized by comprising the following steps: a. providing a U-shaped bolt; b. providing two steel sleeves which are respectively sleeved into two screws of the U-shaped bolt; c. embedding a steel sleeve on the floor slab in advance when the floor slab is poured, wherein the length of the steel sleeve is 20cm, and the steel sleeve is fixed by angle steel and an anchoring bolt; d. and after the floor slab is poured to reach the strength, the overhanging I-shaped steel is inserted, the connecting steel plate is connected with the two screw rods of the U-shaped bolt, and the nut is used for locking to complete the fixation of the overhanging I-shaped steel. The fixing method of the cantilever I-shaped steel has the advantages that the fixing device is simple in structure and convenient to manufacture, the quality of longitudinal stress steel bars of the large-span large-diameter column is greatly improved, the working efficiency is improved, and the safety is guaranteed; the device can be repeatedly used and the construction cost is saved.
Description
Technical Field
The invention relates to a method for fixing I-steel, in particular to a method for fixing overhanging I-steel.
Background
In the early 80 s of the last century, various types of scaffolds such as door type scaffolds, bowl-buckled scaffolds and the like are introduced from foreign countries in China. The door type scaffold has been widely applied in many domestic projects to obtain better effect, and the door type scaffold is not widely popularized and applied due to the product quality problem of the door type scaffold. A lot of door type scaffold production plants are built in China, and most products are processed according to the drawings of foreign merchants. The bowl-buckled scaffold is the most popularized scaffold in novel scaffolds, but the use range is not wide, and the scaffold is only applied in partial regions and partial projects.
With the appearance of a large number of modern large-scale building systems in China, the fastener type steel pipe scaffold can not meet the requirement of building construction development, and the rapid development, popularization and application of the novel scaffold are urgent. Practice proves that the novel scaffold is safe and reliable in construction and high in assembly and disassembly speed, the steel consumption of the scaffold can be reduced by 33%, the assembly and disassembly efficiency is improved by more than two times, the construction cost can be obviously reduced, and the construction site is civilized and neat.
The outer scaffold is generally fully built along the outer wall surface of a building, is convenient for structure and decoration construction, but consumes materials and labor, and has large one-time investment and long construction period. These disadvantages are not obvious in the construction of multi-storey buildings, are prominent in the construction of high-storey buildings, and sometimes even cannot be applied. Since the outer scaffolding is fully erected from the ground, when the construction is carried out to the upper part, the lower scaffolding is still required to be kept, and the function of the lower scaffolding is only to transfer the load of the upper working layer to the foundation and is not necessary for the construction operation. When the height of the house is very high, the height of the scaffold which is fully built exceeds the allowable building height of the scaffold; many high-rise bodies are provided with skirt houses around, and the scaffolds of the body structures cannot be directly supported on the ground; sometimes, in order to reach the construction period, the backfill soil at the position of the level 0 is not backfilled, and the outer scaffold cannot be supported on the ground even if the main structural engineering is required, so that the floor type outer scaffold cannot be applied to the construction period. In the construction of high-rise buildings, the scaffold which is not in a floor type is adopted more generally in recent years, but most of the reinforcement measures of the overhanging scaffold are complex to operate, complex to assemble and disassemble and high in measure cost.
The known methods of reinforcing cantilevered scaffolding thus suffer from the inconveniences and problems described above.
Disclosure of Invention
The invention aims to provide a safe and reliable fixing method for cantilever I-shaped steel.
In order to achieve the purpose, the technical solution of the invention is as follows:
a fixing method for cantilever I-shaped steel is characterized by comprising the following steps:
a. providing a U-shaped bolt;
b. providing two steel sleeves which are respectively sleeved into two screws of the U-shaped bolt;
c. embedding a steel sleeve on the floor slab in advance when the floor slab is poured, wherein the length of the steel sleeve is 20cm, and the steel sleeve is fixed by angle steel and an anchoring bolt;
d. and after the floor slab is poured to reach the strength, the overhanging I-shaped steel is inserted, the connecting steel plate is connected with the two screw rods of the U-shaped bolt, and the nut is used for locking to complete the fixation of the overhanging I-shaped steel.
The method for fixing the cantilever I-shaped steel can be further realized by adopting the following technical measures.
The method, wherein the diameter of the U-shaped bolt is more than or equal to 18 mm.
In the method, the thickness of the steel casing pipe wall is more than or equal to 0.8 mm.
After the technical scheme is adopted, the method for fixing the cantilever I-shaped steel has the following advantages:
1. the fixing device has simple structure and convenient manufacture;
2. the quality of the longitudinal stressed steel bar of the large-span large-diameter column is greatly improved;
3. the working efficiency is improved, and the safety is guaranteed; the device can be repeatedly used, and the construction cost is saved.
Drawings
Fig. 1 is a schematic view of a fixing device according to an embodiment of the present invention.
In the figure: 1U-shaped bolt, 2 steel sleeves, 3 connecting steel plates, 4 nuts and 5 pouring floor slabs.
Detailed Description
The present invention will be further described with reference to the following examples and the accompanying drawings.
Example 1
The invention relates to a fixing method of cantilever I-shaped steel, which is characterized in that a reinforcing measure is formed by a detachable steel sleeve 2 and a U-shaped bolt 1 with an embedded diameter of 18. When the floor slab is poured, the wall thickness of the steel sleeve is 0.8, and the steel sleeve is embedded on the floor slab, and the length of the steel sleeve is 20cm higher than that of the poured floor slab 5; the steel bar is larger than the embedded steel bar with the diameter of 18, the steel bar can penetrate into the embedded steel bar, the embedded steel bar is fixed by angle steel and an anchoring bolt, and the embedded steel bar is locked by a connecting steel plate 3 and a nut 4, so that the problem of strength and rigidity is solved. Fig. 1 is a schematic view of a fixing device according to an embodiment of the present invention.
The cantilever I-steel fixing method has the advantages of substantial characteristics and obvious technical progress, and the cantilever I-steel fixing method is simple in reinforcing measure and operation, convenient to assemble (disassemble), practical and good in effect. By utilizing the national measures, the quality of the longitudinal stressed steel bar of the large-span large-diameter column is greatly improved; workers can master quickly in the operation process, the working efficiency is improved, and the safety is guaranteed; because the device can be repeatedly used, the construction cost is saved.
The above embodiments are provided only for illustrating the present invention and not for limiting the present invention, and those skilled in the art can make various changes or modifications without departing from the spirit and scope of the present invention. Accordingly, all equivalents are intended to fall within the scope of the invention, which is defined in the claims.
Claims (3)
1. A fixing method for cantilever I-shaped steel is characterized by comprising the following steps:
a. providing a U-shaped bolt;
b. providing two steel sleeves which are respectively sleeved into two screws of the U-shaped bolt;
c. embedding a steel sleeve on the floor slab in advance when the floor slab is poured, wherein the length of the steel sleeve is 20cm, and the steel sleeve is fixed by angle steel and an anchoring bolt;
d. and after the floor slab is poured to reach the strength, the overhanging I-shaped steel is inserted, the connecting steel plate is connected with the two screw rods of the U-shaped bolt, and the nut is used for locking to complete the fixation of the overhanging I-shaped steel.
2. The method for fixing an overhanging i-steel according to claim 1, wherein the U-bolt has a diameter of 18mm or more.
3. The method for fixing the cantilever I-steel according to claim 1, wherein the thickness of the steel sleeve wall is not less than 0.8 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210432438.1A CN114809585A (en) | 2022-04-23 | 2022-04-23 | Overhanging I-shaped steel fixing method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210432438.1A CN114809585A (en) | 2022-04-23 | 2022-04-23 | Overhanging I-shaped steel fixing method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN114809585A true CN114809585A (en) | 2022-07-29 |
Family
ID=82507333
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210432438.1A Pending CN114809585A (en) | 2022-04-23 | 2022-04-23 | Overhanging I-shaped steel fixing method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN114809585A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20030079940A1 (en) * | 1997-05-16 | 2003-05-01 | Preston John Clement | Partly retractable construction platform |
| CN205976410U (en) * | 2016-08-25 | 2017-02-22 | 北京城建七建设工程有限公司 | Shaped steel is encorbelmented scaffold frame and can be dismantled type of falling U screw vacuum pump |
| CN206800981U (en) * | 2017-05-25 | 2017-12-26 | 五冶集团上海有限公司 | A kind of detachable builder's jack retainer ring |
| CN109577636A (en) * | 2018-11-29 | 2019-04-05 | 成都建工第二建筑工程有限公司 | Anchoring assembly, builder's jack fashioned iron anchor structure and construction method |
| CN215802568U (en) * | 2021-08-25 | 2022-02-11 | 中建四局土木工程有限公司 | Pre-buried I-steel locating component that encorbelments in superimposed sheet |
-
2022
- 2022-04-23 CN CN202210432438.1A patent/CN114809585A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20030079940A1 (en) * | 1997-05-16 | 2003-05-01 | Preston John Clement | Partly retractable construction platform |
| CN205976410U (en) * | 2016-08-25 | 2017-02-22 | 北京城建七建设工程有限公司 | Shaped steel is encorbelmented scaffold frame and can be dismantled type of falling U screw vacuum pump |
| CN206800981U (en) * | 2017-05-25 | 2017-12-26 | 五冶集团上海有限公司 | A kind of detachable builder's jack retainer ring |
| CN109577636A (en) * | 2018-11-29 | 2019-04-05 | 成都建工第二建筑工程有限公司 | Anchoring assembly, builder's jack fashioned iron anchor structure and construction method |
| CN215802568U (en) * | 2021-08-25 | 2022-02-11 | 中建四局土木工程有限公司 | Pre-buried I-steel locating component that encorbelments in superimposed sheet |
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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 |
Application publication date: 20220729 |
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| RJ01 | Rejection of invention patent application after publication |