CN105952184A - Revolving and supporting device for ring-beam steel rib and construction method - Google Patents
Revolving and supporting device for ring-beam steel rib and construction method Download PDFInfo
- Publication number
- CN105952184A CN105952184A CN201610345570.3A CN201610345570A CN105952184A CN 105952184 A CN105952184 A CN 105952184A CN 201610345570 A CN201610345570 A CN 201610345570A CN 105952184 A CN105952184 A CN 105952184A
- Authority
- CN
- China
- Prior art keywords
- ring beam
- reinforcing bar
- beam reinforcing
- support means
- top board
- 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.)
- Granted
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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
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
Abstract
The invention provides a revolving and supporting device for a ring-beam steel rib and a construction method. The revolving and supporting device for the ring-beam steel rib comprises a base, a bottom-layer template placed on an annular beam, a climbing mechanism fixed on the base, and a top plate arranged at the top of the climbing mechanism and controlled by the climbing mechanism to climb the ring-beam steel rib.The revolving and supporting device for the ring-beam steel rib and the construction method have following beneficial effects: problems such as poor precision and low construction efficiency of a conventional ring-beam steel rib are solved.
Description
Technical field
The present invention relates to technical field of buildings, be specifically related to a kind of ring beam reinforcing bar turnover support means and
Construction method.
Background technology
Ring beam reinforcing bar is normally at ring beam centre position, and there is surfacing steel bar on its top, and bottom is contained in bottom
Reinforcing bar, during installation, reinforcing bar supports and typically uses type steel support bottom reinforcing bar, is positioned on template.Cause
Template is generally scaffold support, template stress easy downwarp during construction, and type steel support position is different, mould
Plate downwarp amount is different.The highly desirable of type steel support is adjusted according to practical situation, though same absolute altitude
Under, the height of type steel support is the most different, and needs when installing reinforcing bar, and blanking at any time takies
Set-up time, there is the problems such as labor intensity is big, reinforcing bar low precision, efficiency of construction are low.
Summary of the invention
For overcoming the defect existing for prior art, existing provide a kind of ring beam reinforcing bar turnover support means and
, there is the problems such as low precision, efficiency of construction be low when mounted solving existing ring beam reinforcing bar in construction method.
For achieving the above object, a kind of ring beam reinforcing bar turnover support means, including: base, it is positioned over
In the bottom template of ring beam；Lifting body, is fixed on described base；And top board, it is located at described jacking
Mechanism top；Described top board is controlled by described lifting body with ring beam reinforcing bar described in jacking.
Further improvement is that of ring beam reinforcing bar of the present invention turnover support means, described base includes base plate
With two side plates being respectively arranged on described base plate two bottom sides.
Further improvement is that of ring beam reinforcing bar of the present invention turnover support means, described side plate is provided with opening
The perforating worn for the bottom layer of the reinforcing steel of described ring beam down.
Further improvement is that of ring beam reinforcing bar of the present invention turnover support means, described lifting body is solid
Jack on described base plate, described roof movement is located at the rotary screw top of described jack.
Further improvement is that of ring beam reinforcing bar of the present invention turnover support means, also includes: be fixedly arranged on institute
State the bearing (ball) cover bottom top board；And it is positioned on described bearing (ball) cover and is embedded at the rolling of described top board
Bearing, the rotary screw of described jack is actively located in described bearing (ball) cover and described rolling bearing.
Further improvement is that of ring beam reinforcing bar of the present invention turnover support means, described bearing (ball) cover passes through
Screw is followed closely bottom described top board.
It addition, present invention also offers the construction method of a kind of ring beam reinforcing bar, comprise the following steps: unwrapping wire
Determine the installation circuit of ring beam reinforcing bar, fixing Support Position and temporary support position；At described fixing
Support arranges permanent support on position；Lay the bottom layer of the reinforcing steel of described ring beam；Set in described temporary support position
Put above-mentioned ring beam reinforcing bar turnover support means；Have enough to meet the need in described permanent support and described ring beam reinforcing bar and support
The described ring beam reinforcing bar of segmentation is lifted on device；Measure described ring beam reinforcing bar absolute altitude, according under bottom template
The amount of scratching, top board described in described lifting body jacking is to adjust the height of described ring beam reinforcing bar, until described ring
The height of joist steel bone meets stopping when absolute altitude requires；Lift next section of described ring beam reinforcing bar, with institute's the last period
State ring beam reinforcing bar to be welded and fixed, circulate successively, until described ring beam reinforcing bar Guan Bi.
Further improvement is that of the construction method of ring beam reinforcing bar of the present invention, unwrapping wire determines ring beam reinforcing bar
Circuit, fixing Support Position and temporary support position are installed, including: snap the line or to draw logical line to determine described
The installation circuit of ring beam reinforcing bar, and described ring beam reinforcing bar is carried out equitable subsection according to operating mode, with spray paint by
Described fixing Support Position and described temporary support position mark are in described bottom template.
Further improvement is that of the construction method of ring beam reinforcing bar of the present invention, in described fixing Support Position
On permanent support is set, including: described permanent support is fixed on the frame column of described ring beam.
Further improvement is that of the construction method of ring beam reinforcing bar of the present invention, also included: described in the last period
After ring beam reinforcing bar is welded and fixed, will be located in the described ring beam reinforcing bar turnover bottom ring beam reinforcing bar described in the last period
Support means reclaims to utilize.
The beneficial effects of the present invention is, when bottom template stress downwarp, can be with by lifting body
Time regulation ring beam reinforcing bar absolute altitude, it is ensured that the installation accuracy of described ring beam reinforcing bar, improve efficiency of construction,
Solve existing ring beam reinforcing bar and there is the problems such as low precision, efficiency of construction be low when mounted, and make
Prop up stake tool canalization, seriation, facilitate peace to tear open, reusable.
Accompanying drawing explanation
Fig. 1 is the front view of ring beam reinforcing bar of the present invention turnover support means.
Fig. 2 is the partial sectional view of ring beam reinforcing bar of the present invention turnover support means.
Fig. 3 is the installation top view layout of ring beam reinforcing bar.
Fig. 4 is the schematic diagram of ring beam reinforcing bar of the present invention turnover support means Section A-A in figure 3.
Fig. 5 is the schematic diagram of section B-B in Fig. 4.
Detailed description of the invention
Below by way of specific instantiation, embodiments of the present invention being described, those skilled in the art can be by
Content disclosed by this specification understands other advantages and effect of the present invention easily.The present invention is all right
Being carried out by the most different detailed description of the invention or apply, the every details in this specification also may be used
With based on different viewpoints and application, under the spirit without departing from the present invention, carry out various modification or change.
It should be noted that structure depicted in this specification institute accompanying drawings, ratio, size etc., the most only
In order to coordinate the content disclosed in description, understand for those skilled in the art and read, not using
To limit the enforceable qualifications of the present invention, therefore do not has technical essential meaning, repairing of any structure
Decorations, the change of proportionate relationship or the adjustment of size, do not affecting effect and the institute's energy that the present invention can be generated by
Under the purpose reached, all should still fall in the range of disclosed technology contents obtains and can contain.With
Time, in this specification cited as " on ", D score, "left", "right", " middle " and
The term of " one " etc., is merely convenient to understanding of narration, and is not used to limit the enforceable model of the present invention
Enclose, being altered or modified of its relativeness, changing under technology contents without essence, when being also considered as the present invention
Enforceable category.
Refer to Fig. 1, Fig. 4 and Fig. 5, Fig. 1 is facing of ring beam reinforcing bar of the present invention turnover support means
Figure, Fig. 4 is the schematic diagram of ring beam reinforcing bar of the present invention turnover support means Section A-A in figure 3, figure
5 is the schematic diagram of section B-B in Fig. 4.
As shown in Figure 1, Figure 4 and Figure 5, the invention provides a kind of ring beam reinforcing bar turnover support means,
Including: base 20, it is positioned in the bottom template 11 of ring beam；Lifting body 22, is fixed on the described end
Seat 20；And top board 23, it is located at described lifting body 22 top, described lifting body 22 jacking institute
When stating top board 23, described top board 23 fits in bottom described ring beam reinforcing bar 10 and ring beam steel described in jacking
Bone 10.When ring beam reinforcing bar of the present invention turnover support means uses, first, this device pedestal 20 is placed
In the bottom template 11 of described ring beam；Then, the described ring beam reinforcing bar 10 of segmentation is lifted on this dress
Putting, described top board 23 fits in bottom described ring beam reinforcing bar 10；Then, lifting body 22 jacking
Described top board 23, and then drive described ring beam reinforcing bar 10 up jacking, until described ring beam reinforcing bar 10
Stop, when described bottom template 11 stress downwarp, due to by described jacking when meeting absolute altitude requirement
Mechanism can regulate the absolute altitude of described ring beam reinforcing bar 10 at any time, it is ensured that the installation of described ring beam reinforcing bar 10
Precision, improves efficiency of construction, solves existing ring beam reinforcing bar and there is low precision, construction when mounted
The problems such as efficiency is low.
Hereinafter said modules is described in detail.
As shown in Figure 1 and Figure 4, described base 20 includes base plate 201 and is respectively arranged on described base plate 201
Two side plates 202 of two bottom sides.Described base plate 201 and described side plate 202 can be steel plate, institute
Stating side plate 202 can be to be welded in described base plate 201 sidepiece.Further, as shown in Figure 1 and Figure 4,
Described side plate 202 is provided with the opening down perforating worn for the bottom layer of the reinforcing steel 12 of described ring beam, by
Spliced by three blocks of plates in described base 20, and biside plate 202 offers perforating, thus conveniently cross over the end
Layer reinforcing bar 12 drop into and in bottom template 11.Described perforating can be circular arc as shown in Figure 1
Hole, when described base 20 is positioned in the bottom template 11 of described ring beam, described bottom layer of the reinforcing steel 12
It is arranged in described arc-shaped hole.
As shown in Figure 1 and Figure 4, described lifting body 22 is very heavy for be fixed on described base plate 201
Top, described top board 23 is movably arranged at rotary screw 220 top of described jack.Described jack can
To be 5t screw jack, in order to prevent described jack from moving on base 20, described jack with
Base 20 is rigidly connected.As depicted in figs. 1 and 2, Fig. 2 is that ring beam reinforcing bar of the present invention turnover supports dress
The partial sectional view put, so that described top board 23 is movably arranged at the rotary screw 220 of described jack
Top, this turnover support means also includes: be fixedly arranged on the bearing (ball) cover 24 bottom described top board 23；With
And it is positioned on described bearing (ball) cover 24 and is embedded at the rolling bearing 25 of described top board 23, described very heavy
The rotary screw 220 on top is actively located in described bearing (ball) cover 24 and described rolling bearing 25.Such as Fig. 2
Shown in, described bearing (ball) cover 24 can be to be followed closely bottom described top board 23 by screw 26.By
Described rolling bearing 25 is installed, it is possible to prevent described rotary screw 220 from rotating and rise on described top board 23
Time the shifted laterally of described ring beam reinforcing bar 10 that causes of frictional force.
After there is said structure feature, in conjunction with Fig. 1 to Fig. 5, present invention also offers a kind of ring beam steel
The construction method of bone, comprises the following steps:
Step S1, unwrapping wire determines the installation circuit of ring beam reinforcing bar 10, fixing Support Position and props up temporarily
Support position；
Step S2, arranges permanent support 3 on described fixing Support Position；
Step S3, lays the bottom layer of the reinforcing steel 12 of described ring beam；
Step S4, arranges above-mentioned ring beam reinforcing bar turnover support means in described temporary support position；
Step S5, has enough to meet the need in support means in described permanent support 3 and described ring beam reinforcing bar and lifts segmentation
Described ring beam reinforcing bar 10；
Step S6, measures described ring beam reinforcing bar 10 absolute altitude, according to bottom template 11 downwarp amount, described
Top board 23 described in lifting body 22 jacking is to adjust the height of described ring beam reinforcing bar 10, until described ring
The height of joist steel bone 10 meets stopping when absolute altitude requires；
Step S7, lifts next section of described ring beam reinforcing bar 10, welds with ring beam reinforcing bar 10 described in the last period
Fixing, circulate successively, until described ring beam reinforcing bar 10 closes.
Wherein, in step sl, unwrapping wire determines the installation circuit of ring beam reinforcing bar 10, fixing Support Position
And temporary support position, including: according to ring beam reinforcing bar 10 practical situation, first snap the line or draw logical line
Determine installation circuit, and according to operating mode, ring beam reinforcing bar 10 is carried out equitable subsection, it is then determined that ring beam steel
The described fixing Support Position of bone 10 and described temporary support position, be marked on bottom template 11 with spraying paint
On.
In step s 2, described permanent support 3 can be fixed pattern bracing members, and described fixing shaped steel props up
Support typically need to be positioned over intensity, rigidity and stability and be satisfied by rigid support or the existing structure of required precision
On, such as, on the frame column 13 of described ring beam, therefore, described fixing Support Position is arranged forever
Support 3 for a long time, including: described permanent support 3 is fixed on the frame column 13 of described ring beam.Need
It is to be noted that permanent support 3 need to reserve the hole that bottom layer of the reinforcing steel 12 passes.
In step S3, the bottom layer of the reinforcing steel 12 of described ring beam, when laying, needs guiding through described permanent support 3
Reserved opening and described base 20 described in the perforating of side plate 202.In step s 5, install
During described ring beam reinforcing bar 10, one end of described ring beam reinforcing bar 10 can be supported in described permanent support 3
On, the other end is supported in temporary support.
Closer, this construction method also includes: after described in the last period, ring beam reinforcing bar 10 is welded and fixed,
Will be located in bottom ring beam reinforcing bar 10 described in the last period described ring beam reinforcing bar turnover support means reclaim in order to
With, the described ring beam reinforcing bar turnover support means of recovery can be positioned over next section of described ring beam reinforcing bar 10
Need temporary support position to be mounted.
The beneficial effects of the present invention is:
When bottom template stress downwarp, the absolute altitude of ring beam reinforcing bar can be regulated at any time by lifting body,
Ensure that the installation accuracy of described ring beam reinforcing bar, improve efficiency of construction, solve existing ring beam reinforcing bar
There is the problems such as low precision, efficiency of construction are low when mounted, and make stake tool canalization, series
Change, facilitate peace to tear open, reusable.
Above in association with accompanying drawing embodiment, the present invention is described in detail, those skilled in the art
According to the above description the present invention can be made many variations example.Thus, some details in embodiment should not
Constitute limitation of the invention, the present invention by the scope that defines using appended claims as protection model
Enclose.
Claims (10)
1. a ring beam reinforcing bar turnover support means, it is characterised in that including:
Base, is positioned in the bottom template of ring beam；
Lifting body, is fixed on described base；And
Top board, is located at described lifting body top；Described top board is controlled by described lifting body with jacking institute
State ring beam reinforcing bar.
Ring beam reinforcing bar the most according to claim 1 turnover support means, it is characterised in that described
Base includes base plate and is respectively arranged on two side plates of described base plate two bottom sides.
Ring beam reinforcing bar the most according to claim 2 turnover support means, it is characterised in that described
Side plate is provided with the opening down perforating worn for the bottom layer of the reinforcing steel of described ring beam.
Ring beam reinforcing bar the most according to claim 2 turnover support means, it is characterised in that described
Lifting body is the jack being fixed on described base plate, and described roof movement is located at the rotation of described jack
Turn screw tip.
Ring beam reinforcing bar the most according to claim 4 turnover support means, it is characterised in that also wrap
Include:
It is fixedly arranged on the bearing (ball) cover bottom described top board；And
It is positioned on described bearing (ball) cover and is embedded at the rolling bearing of described top board, the rotation of described jack
Screw rod is actively located in described bearing (ball) cover and described rolling bearing.
Annular reinforcing bar turnover support means the most according to claim 5, it is characterised in that described
Bearing (ball) cover is followed closely bottom described top board by screw.
7. the construction method of a ring beam reinforcing bar, it is characterised in that comprise the following steps:
Unwrapping wire determines the installation circuit of ring beam reinforcing bar, fixing Support Position and temporary support position；
Described fixing Support Position arranges permanent support；
Lay the bottom layer of the reinforcing steel of described ring beam；
Ring beam reinforcing bar week as according to any one of claim 1 to 6 is set in described temporary support position
Turn support means；
The described ring beam lifting segmentation in support means is had enough to meet the need in described permanent support and described ring beam reinforcing bar
Reinforcing bar；
Measure described ring beam reinforcing bar absolute altitude, according to bottom template downwarp amount, described in described lifting body jacking
Top board is to adjust the height of described ring beam reinforcing bar, until the height of described ring beam reinforcing bar meets absolute altitude when requiring
Stop；
Lift next section of described ring beam reinforcing bar, be welded and fixed with ring beam reinforcing bar described in the last period, circulate successively,
Until described ring beam reinforcing bar Guan Bi.
The construction method of ring beam reinforcing bar the most according to claim 7, it is characterised in that unwrapping wire is true
Determine the installation circuit of ring beam reinforcing bar, fixing Support Position and temporary support position, including:
Snap the line or draw logical line to determine the installation circuit of described ring beam reinforcing bar, and according to operating mode to described ring beam steel
Bone carries out equitable subsection, with spraying paint described fixing Support Position and described temporary support position mark in institute
State in bottom template.
The construction method of ring beam reinforcing bar the most according to claim 7, it is characterised in that described
On fixing Support Position, permanent support is set, including:
Described permanent support is fixed on the frame column of described ring beam.
The construction method of ring beam reinforcing bar the most according to claim 7, it is characterised in that also include:
After ring beam reinforcing bar is welded and fixed described in the last period, will be located in the institute bottom ring beam reinforcing bar described in the last period
State ring beam reinforcing bar turnover support means to reclaim to utilize.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610345570.3A CN105952184B (en) | 2016-05-23 | 2016-05-23 | Ring beam reinforcing bar has enough to meet the need support meanss and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610345570.3A CN105952184B (en) | 2016-05-23 | 2016-05-23 | Ring beam reinforcing bar has enough to meet the need support meanss and construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105952184A true CN105952184A (en) | 2016-09-21 |
| CN105952184B CN105952184B (en) | 2018-03-27 |
Family
ID=56910276
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610345570.3A Active CN105952184B (en) | 2016-05-23 | 2016-05-23 | Ring beam reinforcing bar has enough to meet the need support meanss and construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105952184B (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20100099079A (en) * | 2010-08-09 | 2010-09-10 | 깨뱉시스템주식회사 | Revolving support of table form |
| CN201943364U (en) * | 2010-12-09 | 2011-08-24 | 中国建筑第七工程局有限公司 | Device for adjusting horizontal height of component in construction |
| CN202577588U (en) * | 2012-03-19 | 2012-12-05 | 中冶天工集团有限公司 | Adjustable mounting positioning support for spherical joint space steel structure |
| CN203878750U (en) * | 2014-03-26 | 2014-10-15 | 中国建筑第八工程局有限公司 | Adjustable positioning support frame |
| CN104234445A (en) * | 2014-09-25 | 2014-12-24 | 扬州大学 | Restoration-security multifunctional bracket of deformed wooden structure building |
| CN204252547U (en) * | 2014-11-24 | 2015-04-08 | 宁全新 | Construction work supporting adn fixing device |
| CN104631684A (en) * | 2014-12-26 | 2015-05-20 | 江苏沪宁钢机股份有限公司 | Single-layer latticed shell steel structure roof system based on concrete building and assembling method of single-layer latticed shell steel structure roof system based on concrete building |
-
2016
- 2016-05-23 CN CN201610345570.3A patent/CN105952184B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20100099079A (en) * | 2010-08-09 | 2010-09-10 | 깨뱉시스템주식회사 | Revolving support of table form |
| CN201943364U (en) * | 2010-12-09 | 2011-08-24 | 中国建筑第七工程局有限公司 | Device for adjusting horizontal height of component in construction |
| CN202577588U (en) * | 2012-03-19 | 2012-12-05 | 中冶天工集团有限公司 | Adjustable mounting positioning support for spherical joint space steel structure |
| CN203878750U (en) * | 2014-03-26 | 2014-10-15 | 中国建筑第八工程局有限公司 | Adjustable positioning support frame |
| CN104234445A (en) * | 2014-09-25 | 2014-12-24 | 扬州大学 | Restoration-security multifunctional bracket of deformed wooden structure building |
| CN204252547U (en) * | 2014-11-24 | 2015-04-08 | 宁全新 | Construction work supporting adn fixing device |
| CN104631684A (en) * | 2014-12-26 | 2015-05-20 | 江苏沪宁钢机股份有限公司 | Single-layer latticed shell steel structure roof system based on concrete building and assembling method of single-layer latticed shell steel structure roof system based on concrete building |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105952184B (en) | 2018-03-27 |
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