CN206408924U - A kind of repeatable pre-buried ring of the suspension scaffold utilized - Google Patents
A kind of repeatable pre-buried ring of the suspension scaffold utilized Download PDFInfo
- Publication number
- CN206408924U CN206408924U CN201720058043.4U CN201720058043U CN206408924U CN 206408924 U CN206408924 U CN 206408924U CN 201720058043 U CN201720058043 U CN 201720058043U CN 206408924 U CN206408924 U CN 206408924U
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- CN
- China
- Prior art keywords
- steel
- reinforcing bar
- shaped reinforcing
- angle steel
- floor
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Abstract
A kind of repeatable pre-buried ring of the suspension scaffold utilized, it is embedded in floor, U-shaped reinforcing bar, angle steel and steel plate including opening upwards, the steel plate is horizontally fixed in the template of floor slab bottoms, and be connected with the transverse part of U-shaped reinforcing bar, the steel plate after fixing and common winding parcel plastic adhesive tape on the transverse part of U-shaped reinforcing bar；The two of the U-shaped reinforcing bar are arranged with sleeve pipe in vertical portion, and described sleeve pipe is divided into two sections, is upper sleeve and lower parts casing pipe respectively, and the length of the lower parts casing pipe is not less than the thickness of floor；The angle steel is horizontally disposed with, and its side plate passes through nut and its adjustable fixation provided with two preformed holes, two vertical portions of U-shaped reinforcing bar after passing through preformed hole；The U-shaped reinforcing bar and angle steel, which enclose the space to be formed, is used for intercalation I-steel.The features such as the utility model has safety, is applicable, has and promotes well and practical value, good economic benefit can be produced after extensive popularization and application.
Description
Technical field
The utility model is related to a kind of skyscraper builder's jack, more particularly to a kind of suspension scaffold of recycling is pre-buried
Ring.
Background technology
In the work progress of job site, the building more than certain altitude needs to set up builder's jack, it is necessary to embedded bar anchor
Ring, traditional pre-buried ring is cast on concrete floor, and the fastening with Cantilever Beams is not firm enough, can not be taken out after the completion of construction,
Need to remove pre-buried girdling, the artificial cutting workload of increase, it is impossible to reuse, waste very much steel, add project into
This.
The content of the invention
The purpose of this utility model is to provide a kind of repeatable pre-buried ring of the suspension scaffold utilized, to solve pre- in the prior art
Bury the technical problem that ring can not be reused；And solve the slow technical problem of prior art waste of materials construction speed.
To achieve the above object, the utility model is adopted the following technical scheme that：
A kind of repeatable pre-buried ring of the suspension scaffold utilized, is embedded in floor, it is characterised in that：U including opening upwards
Steel bar, angle steel and steel plate, the steel plate are horizontally fixed in the template of floor slab bottoms, and are connected solid with the transverse part of U-shaped reinforcing bar
It is fixed, the steel plate after fixing and common winding parcel plastic adhesive tape on the transverse part of U-shaped reinforcing bar；In the vertical portion of the two of the U-shaped reinforcing bar
Sleeve pipe is arranged with, described sleeve pipe is divided into two sections, is upper sleeve and lower parts casing pipe, the length of the lower parts casing pipe respectively
It is not less than the thickness of floor；The angle steel is horizontally disposed with, and its side plate is provided with two preformed holes, and two vertical portions of U-shaped reinforcing bar are worn
Cross after preformed hole by nut and its adjustable fixation；The U-shaped reinforcing bar and angle steel, which enclose the space to be formed, is used for intercalation I-steel.
It is further preferred that being provided with timber wedge between the I-steel and the vertical portion of U-shaped reinforcing bar, the timber wedge is by the I-shaped
Steel is fastened.
Further, the steel plate is fixed in template by being located at the iron nail in corner.
In addition, described sleeve pipe is PVC sleeve pipes.
It is further preferred that the angle steel is the angle steel of L63 × 6.
The utility model has the characteristics that and beneficial effect compared with prior art：
The utility model reasonable in design is reliable, and the design of plastic adhesive tape can be such that U-shaped reinforcing bar and steel plate has with concrete
Effect departs from, and after end of encorbelmenting, turns on nut, removes angle steel, and U-shaped reinforcing bar can be extracted downwards from floor easily, easy to operate, Du
Labor intensity is big caused by cutting absolutely, wastes serious technical problem；The firm stabilization of the utility model structure, while also having
Making, easy installation and removal, input are relatively low, can Reusability, saving steel, the beneficial effect of effect accelerating construction progress.
The features such as the utility model has safety, is applicable, has and promotes well and practical value, after extensive popularization and application
Good economic benefit can be produced.
Brief description of the drawings
Fig. 1 is a kind of structural representation of the repeatable pre-buried ring of the suspension scaffold utilized of the utility model；
Fig. 2 is that the U-shaped reinforcing bar that the utility model is related to is embedded in the structural representation after floor；
Fig. 3 is the structural representation that the I-steel that the utility model is related to is installed.
Reference：1- floors；2-U steel bars；3- steel plates；4- templates；5- sleeve pipes；51- upper sleeves；52- bottoms cover
Pipe；6- plastic adhesive tapes；7- I-steel；8- timber wedges；9- angle steel；10- nuts；11- iron nails.
Embodiment
To be easy to understand technological means, character of innovation, reached purpose and effect of the utility model realization, below
The utility model is further illustrated with reference to accompanying drawing.
The embodiment recorded herein is specific embodiment of the present utility model, of the present utility model for illustrating
Design, is explanatory and exemplary, should not be construed as the limit to the utility model embodiment and the utility model scope
System.Except the implementation exception recorded herein, those skilled in the art can also be public based on the application claims and specification institute
The content opened includes doing using the embodiment to recording herein using obvious other technical schemes, these technical schemes
Go out the technical scheme of any obvious substitutions and modifications.
A kind of repeatable pre-buried ring of the suspension scaffold utilized, as shown in figure 3, being embedded in floor 1, pre-buried ring concrete structure is such as
Shown in Fig. 1, include U-shaped reinforcing bar 2, angle steel 9 and the steel plate 3 fixed with the U-shaped transverse part of reinforcing bar 2 of opening upwards, the size of steel plate 3 is
50mm×80mm×5mm；U-shaped reinforcing bar 2 high 425mm or 585mm, wide 120mm, the U-shaped transverse part of reinforcing bar 2 and steel plate 3 are wound with jointly
Plastic adhesive tape 6, steel plate 3 is horizontally fixed in template 4 by the iron nail 11 located at four corners；It is all provided with U-shaped 2 liang of vertical portions of reinforcing bar
There is sleeve pipe 5, sleeve pipe 5 is two section PVC sleeve pipes, is upper sleeve 51 and lower parts casing pipe 52 respectively, as shown in Fig. 2 lower parts casing pipe 52
It is embedded in floor 1 with steel plate 3；U-shaped reinforcing bar 2 is passed through and is fixed on angle steel 9 after preformed hole by nut 10 on I-steel 7
Side, preformed hole pitch-row is adapted with the U-shaped width of reinforcing bar 2, preformed hole aperture 22mm.On the floor 1, take out upper sleeve 51
I-steel 7 is provided between 2 liang of vertical portions of U-shaped reinforcing bar afterwards, I-steel 7 is fixed on floor 1 by angle steel 9, angle steel 9 is L63 × 6
Angle steel.Timber wedge 8 is provided between I-steel 7 and pre-buried ring, timber wedge 8 is by the I-steel 7 and pre-buried ring wedging.Before concreting
Two 1.5 meters long 18mmHRB335 reinforcing bars are placed in U-shaped reinforcing bar 2 and carry out local strengthening.
Preferred embodiment of the present utility model is the foregoing is only, it is all in this practicality not to limit the utility model
Within new spirit and principle, any modification, equivalent substitution and improvements made etc. should be included in guarantor of the present utility model
Within the scope of shield.
Claims (5)
1. a kind of repeatable pre-buried ring of the suspension scaffold utilized, is embedded in floor（1）It is interior, it is characterised in that：U including opening upwards
Steel bar（2）, angle steel（9）And steel plate（3）, the steel plate（3）It is horizontally fixed on floor（1）The template of bottom（4）On, and and U
Steel bar（2）Transverse part be connected, it is fixed after steel plate（3）With U-shaped reinforcing bar（2）Transverse part on common winding parcel plastics
Adhesive tape（6）；The U-shaped reinforcing bar（2）Two vertical portions on be arranged with sleeve pipe（5）, described sleeve pipe（5）Be divided into two sections, be respectively on
Parts casing pipe（51）With lower parts casing pipe（52）, the lower parts casing pipe（52）Length be not less than floor（1）Thickness；The angle
Steel（9）Horizontally disposed, its side plate is provided with two preformed holes, U-shaped reinforcing bar（2）Two vertical portions pass through preformed hole after pass through nut
（10）With its adjustable fixation；The U-shaped reinforcing bar（2）And angle steel（9）Enclosing the space to be formed is used for intercalation I-steel（7）.
2. a kind of repeatable pre-buried ring of the suspension scaffold utilized as claimed in claim 1, it is characterised in that：The I-steel（7）
With U-shaped reinforcing bar（2）Vertical portion between be provided with timber wedge（8）, the timber wedge（8）By the I-steel（7）Fastening.
3. a kind of repeatable pre-buried ring of the suspension scaffold utilized as claimed in claim 1, it is characterised in that：The steel plate（3）It is logical
Cross the iron nail for being located at corner（11）It is fixed on template（4）On.
4. a kind of repeatable pre-buried ring of the suspension scaffold utilized as claimed in claim 1, it is characterised in that：Described sleeve pipe（52）For
PVC sleeve pipes.
5. a kind of repeatable pre-buried ring of the suspension scaffold utilized as described in claim 1 ~ 4 any one, it is characterised in that：It is described
Angle steel（9）For the angle steel of L63 × 6.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720058043.4U CN206408924U (en) | 2017-01-18 | 2017-01-18 | A kind of repeatable pre-buried ring of the suspension scaffold utilized |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720058043.4U CN206408924U (en) | 2017-01-18 | 2017-01-18 | A kind of repeatable pre-buried ring of the suspension scaffold utilized |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206408924U true CN206408924U (en) | 2017-08-15 |
Family
ID=59556073
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720058043.4U Expired - Fee Related CN206408924U (en) | 2017-01-18 | 2017-01-18 | A kind of repeatable pre-buried ring of the suspension scaffold utilized |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206408924U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109162464A (en) * | 2018-09-04 | 2019-01-08 | 江苏兴厦建设工程集团有限公司 | A kind of skyscraper discharging platform soap-free emulsion polymeization detachable built-in fitting and its building technology |
| CN111608377A (en) * | 2019-02-25 | 2020-09-01 | 陕西建工第六建设集团有限公司 | Set up overhanging scaffold and comprehensive construction method thereof |
-
2017
- 2017-01-18 CN CN201720058043.4U patent/CN206408924U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109162464A (en) * | 2018-09-04 | 2019-01-08 | 江苏兴厦建设工程集团有限公司 | A kind of skyscraper discharging platform soap-free emulsion polymeization detachable built-in fitting and its building technology |
| CN111608377A (en) * | 2019-02-25 | 2020-09-01 | 陕西建工第六建设集团有限公司 | Set up overhanging scaffold and comprehensive construction method thereof |
| CN111608377B (en) * | 2019-02-25 | 2021-09-10 | 陕西建工第六建设集团有限公司 | Comprehensive construction method for building overhanging scaffold |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170815 Termination date: 20190118 |