CN109488010A - A kind of section steel beam clip system and its construction method being used in turn - Google Patents
A kind of section steel beam clip system and its construction method being used in turn Download PDFInfo
- Publication number
- CN109488010A CN109488010A CN201811019878.4A CN201811019878A CN109488010A CN 109488010 A CN109488010 A CN 109488010A CN 201811019878 A CN201811019878 A CN 201811019878A CN 109488010 A CN109488010 A CN 109488010A
- Authority
- CN
- China
- Prior art keywords
- section steel
- steel beam
- buried ring
- shaped pre
- base plate
- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/166—Landings, receiving platforms
-
- 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
- E04G5/041—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffolds on roof frameworks or on roofs
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses the section steel beam clip systems that one kind can be used in turn, including U-shaped pre-buried ring, rubber base plate, steel plate gasket, nut and PVC casing, the lower end of the U-shaped pre-buried ring is fixed on rubber base plate, section steel beam is placed on floorslab concrete, the steel plate gasket passes through U-shaped pre-buried ring and is placed on section steel beam, upper end is equipped with locking nut by section steel beam banding on floorslab concrete, and the portion outboard that the U-shaped pre-buried ring is in inside floorslab concrete is nested with PVC casing.In the section steel beam clip system, in addition to rubber base plate, also by the way that PVC casing is arranged on U-shaped pre-buried ring, contact U-shaped pre-buried ring directly with nothing between structure, entire clip system buries simple, efficient and accurate positioning, and clip is not susceptible to deviate, tilt in structure reinforcing bars binding and concreting process, greatly reduce the clip amount of manually adjusting, it installs simultaneously, convenient disassembly, repeats turnover and utilize, reduce the economic cost of material.
Description
Technical field
The invention belongs to technical field of building construction, and in particular to the section steel beam clip system that can be used in turn of one kind and its
Construction method.
Background technique
Construction site operating platform such as discharging platform, builder's jack etc. is that construction is indispensable, by main body knot
Pre-buried clip fastening section steel beam (or I-steel) is as putting up platform basis on structure floor.Traditional clip, which has positioning, is not allowed, Gu
Determine mode complexity, impacted by concrete and be easy to happen offset, inclination, needs largely to carry out hammering tune by force to clip before girder steel is installed
It is whole to lead to problems such as pre-buried ring material is impaired to reduce safety coefficient.In addition, traditional clip is difficult to have enough to meet the need after, special messenger need to be arranged
The clamping piece for stretching out flooring is cut off, not only fee of material is high, and additionally increase quadratic cost, does not meet and is advocated at present
Recyclable recycling, the new era requirement of green construction.
Summary of the invention
In order to overcome in the prior art, traditional clip is inaccurate in the presence of positioning, fixed form is complicated, is impacted easy hair by concrete
Raw offset tilts, and is difficult to have enough to meet the need after, needs the technological deficiencies such as special messenger's cutting, and can have enough to meet the need the present invention provides one kind makes
The lower end of U-shaped pre-buried ring is fixed on rubber base plate by section steel beam clip system, and upper end is equipped with locking nut for fashioned iron
Beam banding is nested with PVC casing on floorslab concrete, and in the portion outboard that U-shaped pre-buried ring is in inside floorslab concrete,
Solves above-mentioned technical problem.
The present invention is achieved through the following technical solutions above-mentioned purpose, a kind of section steel beam clip system being used in turn,
Including U-shaped pre-buried ring, rubber base plate, steel plate gasket, nut and PVC casing, the lower end of the U-shaped pre-buried ring is fixed on rubber-sole
On seat, section steel beam is placed on floorslab concrete, and the steel plate gasket passes through U-shaped pre-buried ring and is placed on section steel beam, upper end peace
Equipped with locking nut by section steel beam banding on floorslab concrete, the U-shaped pre-buried ring is in the part inside floorslab concrete
Outside is nested with PVC casing.
In above-mentioned technical proposal, the rubber base plate uses down big up small shape, and stability is preferable, the rubber material of selection
Material meet have enough intensity, elasticity, tear resistance, it is alkaline-resisting and it is heat-resisting etc. require, in the construction process, according to field control
Line is positioned, and rubber base plate is fixed in template using 6 common nails, easy to operate, rapid.
In above-mentioned technical proposal, the portion outboard that the U-shaped pre-buried ring is in inside floorslab concrete is nested PVC
Casing makes pre-buried ring, without directly contacting, after use, only need to gently hammer top with concrete with hammer, can easily take off
It falls, goes to next place week and use.
The present invention is using, the section steel beam clip system pair for mainly utilizing this that can be used in turn by following construction procedure
Operation platform sets up basis:
Step 1: template is cleaned out, the pre-buried ring burial place of unwrapping wire positioning U type；
Step 2: the U-shaped pre-buried ring of assembling and rubber base plate place rubber base plate according to positioning, using 6 iron nails by pedestal follow closely in
In template；
Step 3: assembling reinforcement, to the intralamellar part of U-shaped pre-buried ring point nesting PVC casing；
Step 4: casting concrete guarantees that vibrating head cannot touch U-shaped pre-buried ring in casting process；
Step 5: check whether U-shaped pre-buried ring shifts before installation section steel beam, if need to adjust, and in time to offsetting
The U-shaped pre-buried ring of amount is adjusted；
Step 6: using steel plate gasket, nut and it is aided with the fixed section steel beam of timber wedge；
Step 7: removing section steel beam after use, hammers U-shaped pre-buried ring from up to down using hammer, i.e., tear-away turnover is extremely
Other regions use.
In general, through the invention it is contemplated above technical scheme is compared with the prior art, can achieve following has
Beneficial effect:
1, in the section steel beam clip system, in addition to rubber base plate, also by the way that PVC casing is arranged on U-shaped pre-buried ring, make U-shaped
Pre-buried ring with without directly contacting, entire clip system work progress is simple between structure, efficient and accurate positioning, tied up in structure reinforcing bars
Clip is not susceptible to offset, inclination in bundle and concreting process, greatly reduces the clip amount of manually adjusting；
2, U-shaped pre-buried ring, steel plate gasket, nut and the PVC casing used in the present invention are seen everywhere at the construction field (site), are easy to obtain
, at the same install, disassembly process it is convenient, repeat turnover and utilize, reduce the economic cost of material.
Detailed description of the invention
Specific embodiments of the present invention are further described in detail with reference to the accompanying drawing, in which:
Fig. 1 is the overall structure diagram of section steel beam clip system and its construction method that one kind of the present invention can be used in turn；
In figure: the pre-buried ring of 1-U type, 2- rubber base plate, 3- steel plate gasket, 4- nut, 5-PVC casing, 6- floorslab concrete, 7- type
Girder steel.
Specific embodiment
As shown in Figure 1, the whole knot for the section steel beam clip system and its construction method that can be used in turn for one kind of the present invention
Structure schematic diagram, including U-shaped pre-buried ring 1, rubber base plate 2, steel plate gasket 3, nut 4 and PVC casing 5, the U-shaped pre-buried ring 1
Lower end is fixed on rubber base plate 2, and section steel beam 7 is placed on floorslab concrete 6, and the steel plate gasket 3 passes through U-shaped pre-buried ring 1
It is placed on section steel beam 7, upper end is equipped with nut 4 by 7 banding of section steel beam on floorslab concrete 6, at the U-shaped pre-buried ring 1
Portion outboard inside floorslab concrete 6 is nested with PVC casing 5.
The portion outboard that U-shaped pre-buried ring 1 is in inside floorslab concrete 6 is nested PVC casing 5, makes U-shaped pre-buried ring
1 with concrete without directly contacting, after use, only need to gently hammer top with hammer, can easily fall off, week goes to next
Place uses；Rubber base plate 2 uses down big up small shape, and stability is preferable, and the rubber material of selection meets with enough strong
Degree, elasticity, tear resistance, it is alkaline-resisting and it is heat-resisting etc. require, in the construction process, positioned according to field control line, using 6
Rubber base plate is fixed in template by common nail, easy to operate, rapid.
The present invention is using, the section steel beam clip system pair for mainly utilizing this that can be used in turn by following construction procedure
Operation platform sets up basis, and completes turnover and reuse:
Step 1: template is cleaned out, the burial place of the pre-buried ring 1 of unwrapping wire positioning U type；
Step 2: the U-shaped pre-buried ring 1 of assembling and rubber base plate 2 place rubber base plate 2 according to positioning, using 6 iron nails by rubber
Pedestal 2 is followed closely in template；
Step 3: assembling reinforcement, to the intralamellar part of U-shaped pre-buried ring 1 point nesting PVC casing 5；
Step 4: casting concrete guarantees that vibrating head cannot touch U-shaped pre-buried ring 1 in casting process；
Step 5: check whether U-shaped pre-buried ring 1 shifts before installation section steel beam 7, if need to adjust, and inclined to having in time
The U-shaped pre-buried ring 1 of shifting amount is adjusted；
Step 6: using steel plate gasket 3, nut 4 and it is aided with the fixed section steel beam 7 of timber wedge；
Step 7: section steel beam 7 is removed after use, hammers U-shaped pre-buried ring 1, i.e., tear-away turnover from up to down using hammer
It is used to other regions.
As it will be easily appreciated by one skilled in the art that the foregoing is merely illustrative of the preferred embodiments of the present invention, it is not used to
The limitation present invention, any modifications, equivalent substitutions and improvements made within the spirit and principles of the present invention should all include
Within protection scope of the present invention.
Claims (2)
1. the section steel beam clip system that one kind can be used in turn, including U-shaped pre-buried ring (1), rubber base plate (2), steel plate gasket
(3), nut (4) and PVC casing (5), it is characterised in that: the lower end of the U-shaped pre-buried ring (1) is fixed on rubber base plate (2),
Section steel beam (7) is placed on floorslab concrete (6), and the steel plate gasket (3) passes through U-shaped pre-buried ring (1) and is placed on section steel beam (7)
On, upper end is equipped with locking nut (4) by section steel beam (7) banding on floorslab concrete (6), and the U-shaped pre-buried ring (1) is in
The internal portion outboard of floorslab concrete (6) is nested with PVC casing (5).
2. the construction method for the section steel beam clip system that one kind can be used in turn, it is characterised in that: the construction method includes following
Step:
S1: template is cleaned out, the pre-buried ring of unwrapping wire positioning U type (1) burial place；
S2: the U-shaped pre-buried ring (1) of assembling and rubber base plate (2) place rubber base plate (2) according to positioning, using 6 iron nails the bottom of by
Seat nail is in template；
S3: assembling reinforcement, to the intralamellar part of U-shaped pre-buried ring (1) point nesting PVC casing (5)；
S4: casting concrete, vibrating head cannot touch U-shaped pre-buried ring (1) in casting process；
S5: check whether U-shaped pre-buried ring (1) shifts before installation section steel beam (7), if need to adjust；
S6: using steel plate gasket (3), nut (4) and it is aided with timber wedge fixation section steel beam (7)；
S7: section steel beam (7) are removed after use, hammer U-shaped pre-buried ring (1), i.e., tear-away turnover from up to down using hammer
It is used to other regions.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811019878.4A CN109488010A (en) | 2018-09-03 | 2018-09-03 | A kind of section steel beam clip system and its construction method being used in turn |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811019878.4A CN109488010A (en) | 2018-09-03 | 2018-09-03 | A kind of section steel beam clip system and its construction method being used in turn |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109488010A true CN109488010A (en) | 2019-03-19 |
Family
ID=65690412
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811019878.4A Pending CN109488010A (en) | 2018-09-03 | 2018-09-03 | A kind of section steel beam clip system and its construction method being used in turn |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109488010A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111519770A (en) * | 2020-05-06 | 2020-08-11 | 中铁建设集团有限公司 | Improved construction method for manufacturing and positioning U-shaped ring of discharging platform |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06167126A (en) * | 1992-11-30 | 1994-06-14 | Kunimoto Shokai:Kk | Device for mounting temporary construction |
| CN101575875A (en) * | 2009-06-09 | 2009-11-11 | 中天建设集团有限公司天津分公司 | Construction method of cantilever steel girder |
| CN202577939U (en) * | 2012-06-06 | 2012-12-05 | 中建三局第二建设工程有限责任公司 | Reusable overhanging I-beam fixing device |
| CN202745359U (en) * | 2012-08-06 | 2013-02-20 | 中建三局建设工程股份有限公司 | U-shaped steel bar bolt pull ring system for fixing cantilever frame steel beam |
| CN104032945A (en) * | 2013-08-19 | 2014-09-10 | 重庆建工第九建设有限公司 | Recyclable rebar anchor pull ring and mounting support thereof |
-
2018
- 2018-09-03 CN CN201811019878.4A patent/CN109488010A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06167126A (en) * | 1992-11-30 | 1994-06-14 | Kunimoto Shokai:Kk | Device for mounting temporary construction |
| CN101575875A (en) * | 2009-06-09 | 2009-11-11 | 中天建设集团有限公司天津分公司 | Construction method of cantilever steel girder |
| CN202577939U (en) * | 2012-06-06 | 2012-12-05 | 中建三局第二建设工程有限责任公司 | Reusable overhanging I-beam fixing device |
| CN202745359U (en) * | 2012-08-06 | 2013-02-20 | 中建三局建设工程股份有限公司 | U-shaped steel bar bolt pull ring system for fixing cantilever frame steel beam |
| CN104032945A (en) * | 2013-08-19 | 2014-09-10 | 重庆建工第九建设有限公司 | Recyclable rebar anchor pull ring and mounting support thereof |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111519770A (en) * | 2020-05-06 | 2020-08-11 | 中铁建设集团有限公司 | Improved construction method for manufacturing and positioning U-shaped ring of discharging platform |
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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: 20190319 |