CN206408924U - Reusable cantilever frame embedded ring - Google Patents
Reusable cantilever frame embedded ring 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
- Authority
- CN
- China
- Prior art keywords
- steel
- angle steel
- reinforcing bar
- shaped reinforcing
- shaped steel
- 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.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 65
- 239000010959 steel Substances 0.000 claims abstract description 65
- 239000002390 adhesive tape Substances 0.000 claims abstract description 6
- 229920003023 plastic Polymers 0.000 claims abstract description 6
- 239000004033 plastic Substances 0.000 claims abstract description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 24
- 239000000725 suspension Substances 0.000 claims description 11
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 7
- 229910052742 iron Inorganic materials 0.000 claims description 4
- 230000002687 intercalation Effects 0.000 claims description 2
- 238000009830 intercalation Methods 0.000 claims description 2
- 238000004804 winding Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000002699 waste material Substances 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000006467 substitution reaction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A reusable cantilever frame embedded ring is embedded in a floor slab and comprises a U-shaped steel bar with an upward opening, angle steel and a steel plate, wherein the steel plate is horizontally fixed on a template at the bottom of the floor slab and is fixedly connected with the transverse part of the U-shaped steel bar, and a plastic adhesive tape is wound and wrapped on the transverse parts of the fixed steel plate and the U-shaped steel bar together; the two vertical parts of the U-shaped steel bar are sleeved with sleeves, the sleeves are divided into two sections, namely an upper sleeve and a lower sleeve, and the length of the lower sleeve is not less than the thickness of the floor slab; the angle steel is horizontally arranged, two preformed holes are formed in one side plate of the angle steel, and the two vertical parts of the U-shaped steel bar penetrate through the preformed holes and are adjustably fixed with the angle steel through nuts; and the space formed by enclosing the U-shaped steel bars and the angle steel is used for embedding and inserting the I-shaped steel. The utility model has the characteristics of safety, be suitable for etc, there are fine popularization and practical value, can produce good economic benefits 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 | Reusable cantilever frame embedded ring |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720058043.4U CN206408924U (en) | 2017-01-18 | 2017-01-18 | Reusable cantilever frame embedded ring |
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 | Reusable cantilever frame embedded ring |
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 |