CN105952184B - Ring beam reinforcing bar has enough to meet the need support meanss and construction method - Google Patents
Ring beam reinforcing bar has enough to meet the need support meanss and construction method Download PDFInfo
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- CN105952184B CN105952184B CN201610345570.3A CN201610345570A CN105952184B CN 105952184 B CN105952184 B CN 105952184B CN 201610345570 A CN201610345570 A CN 201610345570A CN 105952184 B CN105952184 B CN 105952184B
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- Prior art keywords
- ring beam
- reinforcing bar
- beam reinforcing
- fixed
- top plate
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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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention provides a kind of ring beam reinforcing bar turnover support meanss and construction method, wherein, the ring beam reinforcing bar turnover support meanss include：Base, it is positioned in the bottom template of ring beam；Lifting body, it is fixed on the base；And top plate, at the top of the lifting body；The top plate is controlled by the lifting body to jack the ring beam reinforcing bar.The present invention solves existing ring beam reinforcing bar and the problems such as low precision, low construction efficiency when mounted be present.
Description
Technical field
The present invention relates to technical field of buildings, and in particular to a kind of ring beam reinforcing bar turnover support meanss 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 layer of the reinforcing steel is contained in bottom, installation
When reinforcing bar support typically using type steel support in reinforcing bar bottom, be positioned on template.Because template is generally scaffold support, apply
The man-hour easy downwarp of template stress, type steel support position is different, and template downwarp amount is different.Type steel support it is highly desirable according to reality
Border situation is adjusted, even if under same absolute altitude, the height of type steel support is also different, and needs when installing reinforcing bar,
Blanking at any time, the set-up time is taken, the problems such as big labor intensity, reinforcing bar low precision, low construction efficiency be present.
The content of the invention
The defects of to overcome present in prior art, now provide a kind of ring beam reinforcing bar turnover support meanss and construction party
Method, the problems such as low precision, low construction efficiency when mounted be present to solve existing ring beam reinforcing bar.
To achieve the above object, a kind of ring beam reinforcing bar turnover support meanss, including：Base, it is positioned over the bottom mould of ring beam
On plate；Lifting body, it is fixed on the base；And top plate, at the top of the lifting body；The top plate is controlled by described
Lifting body is to jack the ring beam reinforcing bar.
Ring beam reinforcing bar of the present invention turnover support meanss further improvement is that, the base includes bottom plate and is respectively arranged on
Two side plates of the bottom base plate both sides.
Ring beam reinforcing bar of the present invention turnover support meanss further improvement is that, the side plate is provided with opening down for institute
State the perforating that the bottom layer of the reinforcing steel of ring beam is worn.
Ring beam reinforcing bar of the present invention turnover support meanss further improvement is that, the lifting body is is fixed on the bottom
Jack on plate, the roof movement is at the top of the rotary screw of the jack.
Ring beam reinforcing bar of the present invention turnover support meanss further improvement is that, in addition to：It is fixedly arranged on the top plate bottom
Bearing (ball) cover；And on the bearing (ball) cover and it is embedded at the rolling bearing of the top plate, the rotation of the jack
Screw rod is actively located in the bearing (ball) cover and the rolling bearing.
Ring beam reinforcing bar of the present invention turnover support meanss further improvement is that, the bearing (ball) cover is followed closely in institute by screw
State top plate bottom.
In addition, present invention also offers a kind of construction method of ring beam reinforcing bar, comprise the following steps：Unwrapping wire determines ring beam steel
The installation circuit of bone, fixed Support Position and temporary support position；Permanent support is set on the fixed Support Position；Paving
If the bottom layer of the reinforcing steel of the ring beam；Above-mentioned ring beam reinforcing bar is set to have enough to meet the need support meanss in the temporary support position；Described
The ring beam reinforcing bar of segmentation is lifted in permanent support and ring beam reinforcing bar turnover support meanss；Measure the ring beam reinforcing bar mark
Height, according to bottom template downwarp amount, the lifting body jacks the top plate to adjust the height of the ring beam reinforcing bar, until institute
The height for stating ring beam reinforcing bar meets to stop during absolute altitude requirement；The next section of ring beam reinforcing bar is lifted, with ring beam steel described in the last period
Bone is welded and fixed, and is circulated successively, until the ring beam reinforcing bar closes.
Ring beam reinforcing bar of the present invention construction method further improvement is that, unwrapping wire determine ring beam reinforcing bar installation circuit,
Fixed Support Position and temporary support position, including：Snap the line or the logical line of drawing determine the installation circuit of the ring beam reinforcing bar, and root
Equitable subsection is carried out to the ring beam reinforcing bar according to operating mode, marked the fixed Support Position and the temporary support position with spray painting
Remember in the bottom template.
Ring beam reinforcing bar of the present invention construction method further improvement is that, set on the fixed Support Position permanent
Support, including：The permanent support is fixed on the frame column of the ring beam.
Ring beam reinforcing bar of the present invention construction method further improvement is that, in addition to：Ring beam reinforcing bar described in the last period welds
Connect after fixing, will be utilized positioned at the ring beam reinforcing bar turnover support meanss recovery of ring beam reinforcing bar bottom described in the last period.
The beneficial effects of the present invention are, can regulation ring at any time by lifting body when bottom template stress downwarp
The absolute altitude of joist steel bone, it is ensured that the installation accuracy of the ring beam reinforcing bar, improve efficiency of construction, solve existing ring beam reinforcing bar
The problems such as low precision, low construction efficiency when mounted be present, and make the regularization of branch stake tool, seriation, facilitate peace to tear open, can weigh
It is multiple to use.
Brief description of the drawings
Fig. 1 is the front view that ring beam reinforcing bar of the present invention has enough to meet the need support meanss.
Fig. 2 is the partial sectional view that ring beam reinforcing bar of the present invention has enough to meet the need support meanss.
Fig. 3 is the installation top view layout of ring beam reinforcing bar.
Fig. 4 is that ring beam reinforcing bar of the present invention has enough to meet the need the structural representation of support meanss after mounting.
Fig. 5 is the schematic diagram of section B-B in Fig. 4.
Embodiment
Illustrate embodiments of the present invention below by way of specific instantiation, those skilled in the art can be by this specification
Disclosed content understands other advantages and effect of the present invention easily.The present invention can also pass through specific realities different in addition
The mode of applying is embodied or practiced, the various details in this specification can also be based on different viewpoints with application, without departing from
Various modifications or alterations are carried out under the spirit of the present invention.
It should be noted that structure, ratio, size depicted in this specification institute accompanying drawings etc., only coordinating
Content disclosed in bright book, so that those skilled in the art understands and reads, it is not limited to the enforceable limit of the present invention
Fixed condition, therefore do not have technical essential meaning, the modification of any structure, the change of proportionate relationship or the adjustment of size, not
Influence under the effect of present invention can be generated and the purpose that can reach, all should still fall and be obtained in disclosed technology contents
In the range of covering.It is meanwhile cited such as " on ", " under ", "left", "right", " centre " and " one " etc. in this specification
Term, understanding for narration is merely convenient to, and is not used to limit the enforceable scope of the present invention, the change of its relativeness or tune
It is whole, in the case where changing technology contents without essence, when being also considered as the enforceable category of the present invention.
Fig. 1, Fig. 4 and Fig. 5 are refer to, Fig. 1 is the front view that ring beam reinforcing bar of the present invention has enough to meet the need support meanss, and Fig. 4 is this hair
The structural representation of bright ring beam reinforcing bar turnover support meanss after mounting, Fig. 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 to have enough to meet the need support meanss, including：Base 20,
It is positioned in the bottom template 11 of ring beam；Lifting body 22, it is fixed on the base 20；And top plate 23, located at the jacking
The top of mechanism 22, when the lifting body 22 jacks the top plate 23, the top plate 23 fits in the bottom of ring beam reinforcing bar 10
And jack the ring beam reinforcing bar 10.Ring beam reinforcing bar of the present invention has enough to meet the need support meanss in use, first, the device pedestal 20 is placed
In in the bottom template 11 of the ring beam；Then, the ring beam reinforcing bar 10 of segmentation is lifted on the device, the top plate 23
Fit in the bottom of ring beam reinforcing bar 10；Then, lifting body 22 jacks the top plate 23, and then drives the ring beam reinforcing bar 10
Up jack, until the ring beam reinforcing bar 10 meets to stop during absolute altitude requirement, when the 11 stress downwarp of bottom template, due to
The absolute altitude of the ring beam reinforcing bar 10 can be adjusted at any time by the lifting body, it is ensured that the installation essence of the ring beam reinforcing bar 10
Degree, improves efficiency of construction, solves existing ring beam reinforcing bar and the problems such as low precision, low construction efficiency when mounted be present.
Said modules are described in detail below.
As shown in Figure 1 and Figure 4, the base 20 includes bottom plate 201 and is respectively arranged on the two of the two bottom sides of bottom plate 201
Individual side plate 202.The bottom plate 201 and the side plate 202 can be steel plate, and the side plate 202 can be welded in the bottom
The sidepiece of plate 201.Further, as shown in Figure 1 and Figure 4, the side plate 202 is provided with opening down for the bottom steel of the ring beam
The perforating that muscle 12 is worn, because the base 20 is spliced by three blocks of plates, and biside plate 202 opens up perforating, so as to it is convenient across
More bottom layer of the reinforcing steel 12 is dropped into and in bottom template 11.The perforating can be arc-shaped hole as shown in Figure 1, when the bottom
When seat 20 is positioned in the bottom template 11 of the ring beam, the bottom layer of the reinforcing steel 12 is arranged in the arc-shaped hole.
As shown in Figure 1 and Figure 4, the lifting body 22 is the jack that is fixed on the bottom plate 201, the top plate 23
It is movably arranged at the top of rotary screw 220 of the jack.The jack can be 5t screw jack, described in order to prevent
Jack moves on base 20, and the jack is rigidly connected with base 20.As depicted in figs. 1 and 2, Fig. 2 is ring of the present invention
Joist steel bone has enough to meet the need the partial sectional view of support meanss, in order that obtaining the rotary screw that the top plate 23 is movably arranged at the jack
220 tops, the turnover support meanss also include：It is fixedly arranged on the bearing (ball) cover 24 of the bottom of top plate 23；And positioned at the axle
On socket end lid 24 and the rolling bearing 25 of the top plate 23 is embedded at, the rotary screw 220 of the jack is actively located in institute
State bearing (ball) cover 24 and the rolling bearing 25.As shown in Fig. 2 the bearing (ball) cover 24 can be followed closely by screw 26 in described
The bottom of top plate 23.By installing the rolling bearing 25 on the top plate 23, can prevent in the rotation of rotary screw 220
The lateral movement of the ring beam reinforcing bar 10 caused by frictional force when rising.
After with said structure feature, with reference to Fig. 1 to Fig. 5, present invention also offers a kind of construction party of ring beam reinforcing bar
Method, comprise the following steps：
Step S1, unwrapping wire determine installation circuit, fixed Support Position and the temporary support position of ring beam reinforcing bar 10；
Step S2, permanent support 3 is set on the fixed Support Position；
Step S3, lay the bottom layer of the reinforcing steel 12 of the ring beam；
Step S4, above-mentioned ring beam reinforcing bar is set to have enough to meet the need support meanss in the temporary support position；
Step S5, the ring beam of segmentation is lifted in the permanent support 3 and ring beam reinforcing bar turnover support meanss
Reinforcing bar 10；
Step S6, the absolute altitude of ring beam reinforcing bar 10 is measured, according to the downwarp amount of bottom template 11, the lifting body 22 jacks
The top plate 23 is to adjust the height of the ring beam reinforcing bar 10, until the height of the ring beam reinforcing bar 10 meets to stop during absolute altitude requirement
Only；
Step S7, the next section of ring beam reinforcing bar 10 is lifted, is welded and fixed with ring beam reinforcing bar 10 described in the last period, follows successively
Ring, until the ring beam reinforcing bar 10 closes.
Wherein, in step sl, unwrapping wire determines installation circuit, fixed Support Position and the temporary support of ring beam reinforcing bar 10
Position, including：According to the actual conditions of ring beam reinforcing bar 10, the logical line of snap the line or drawing first determines installation circuit, and according to operating mode to ring
Joist steel bone 10 carries out equitable subsection, it is then determined that the fixed Support Position and the temporary support position of ring beam reinforcing bar 10,
It is marked on spray painting in bottom template 11.
In step s 2, the permanent support 3 can be fixed type steel support, and the fixed type steel support typically needs to place
It is satisfied by intensity, rigidity and stability in the rigid support or existing structure of required precision, for example, the frame column of the ring beam
On 13, therefore, permanent support 3 is set on the fixed Support Position, including：The permanent support 3 is fixed on the ring
On the frame column 13 of beam.It should be noted that permanent support 3 need to reserve the hole that bottom layer of the reinforcing steel 12 passes through.
In step S3, the bottom layer of the reinforcing steel 12 of the ring beam in laying, need guiding through the reserved opening of the permanent support 3 with
And the perforating of side plate 202 described in the base 20.In step s 5, can be by described in when the ring beam reinforcing bar 10 is installed
One end of ring beam reinforcing bar 10 is supported in the permanent support 3, and the other end is supported in temporary support.
Closer, the construction method also includes：After ring beam reinforcing bar 10 is welded and fixed described in the last period, it will be located at previous
The ring beam reinforcing bar turnover support meanss of the bottom of Duan Suoshu ring beams reinforcing bar 10 are reclaimed to utilize, the ring beam reinforcing bar week of recovery
The next section of need of the ring beam reinforcing bar 10 temporary support position to be mounted can be positioned over by turning support meanss.
The beneficial effects of the present invention are：
When bottom template stress downwarp, by lifting body can regulation ring joist steel bone at any time absolute altitude, it is ensured that institute
The installation accuracy of ring beam reinforcing bar is stated, improves efficiency of construction, existing ring beam reinforcing bar is solved and low precision when mounted be present, applies
The low problem of work efficiency rate, and make the regularization of branch stake tool, seriation, facilitate peace to tear open, it is reusable.
The present invention is described in detail above in association with accompanying drawing embodiment, those skilled in the art can be according to upper
State and bright many variations example is made to the present invention.Thus, some details in embodiment should not form limitation of the invention, this
Invention will be used as protection domain using the scope that appended claims define.
Claims (7)
1. a kind of ring beam reinforcing bar has enough to meet the need support meanss, it is characterised in that including：
Base, it is positioned in the bottom template of ring beam, the base includes bottom plate and is respectively arranged on the bottom base plate both sides
Two side plates；
Lifting body, is fixed on the base, and the lifting body is the jack being fixed on the bottom plate；
Top plate, at the top of the lifting body, the roof movement is at the top of the rotary screw of the jack, the top
Plate is controlled by the lifting body to jack the ring beam reinforcing bar；
It is fixedly arranged on the bearing (ball) cover of the top plate bottom；And
On the bearing (ball) cover and the rolling bearing of the top plate is embedded at, the rotary screw activity of the jack is worn
In the bearing (ball) cover and the rolling bearing.
2. ring beam reinforcing bar according to claim 1 has enough to meet the need support meanss, it is characterised in that the side plate is provided with opening down
The perforating worn for the bottom layer of the reinforcing steel of the ring beam.
3. ring beam reinforcing bar according to claim 1 has enough to meet the need support meanss, it is characterised in that the bearing (ball) cover passes through screw
Follow closely in the top plate bottom.
4. a kind of construction method of ring beam reinforcing bar, it is characterised in that comprise the following steps：
Unwrapping wire determines installation circuit, fixed Support Position and the temporary support position of ring beam reinforcing bar；
Permanent support is set on the fixed Support Position；
Lay the bottom layer of the reinforcing steel of the ring beam；
Ring beam reinforcing bar turnover support meanss as claimed any one in claims 1 to 3 are set in the temporary support position；
The ring beam reinforcing bar of segmentation is lifted in the permanent support and ring beam reinforcing bar turnover support meanss；
The ring beam reinforcing bar absolute altitude is measured, according to bottom template downwarp amount, the lifting body jacks the top plate to adjust
The height of ring beam reinforcing bar is stated, until the height of the ring beam reinforcing bar meets to stop during absolute altitude requirement；
The next section of ring beam reinforcing bar is lifted, is welded and fixed with ring beam reinforcing bar described in the last period, circulates successively, until the ring beam
Reinforcing bar closes.
5. the construction method of ring beam reinforcing bar according to claim 4, it is characterised in that unwrapping wire determines the installation of ring beam reinforcing bar
Circuit, fixed Support Position and temporary support position, including：
Snap the line draws logical line to determine the installation circuit of the ring beam reinforcing bar, and the ring beam reinforcing bar is rationally divided according to operating mode
Section, with spray painting by the fixed Support Position and the temporary support position mark in the bottom template.
6. the construction method of ring beam reinforcing bar according to claim 4, it is characterised in that set on the fixed Support Position
Permanent support is put, including：
The permanent support is fixed on the frame column of the ring beam.
7. the construction method of ring beam reinforcing bar according to claim 4, it is characterised in that also include：
After ring beam reinforcing bar is welded and fixed described in the last period, by the ring beam reinforcing bar week positioned at ring beam reinforcing bar bottom described in the last period
Turn support meanss recovery 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 CN105952184A (en) | 2016-09-21 |
| CN105952184B true CN105952184B (en) | 2018-03-27 |
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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 |
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| CN (1) | CN105952184B (en) |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101116258B1 (en) * | 2010-08-09 | 2012-03-09 | (주)대우건설 | 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 and positioning support for spherical node 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 |
| CN104234445B (en) * | 2014-09-25 | 2016-04-27 | 扬州大学 | Reset-security the multiple bay of distortion timber-framed building |
| CN204252547U (en) * | 2014-11-24 | 2015-04-08 | 宁全新 | Construction work supporting adn fixing device |
| CN104631684B (en) * | 2014-12-26 | 2017-06-27 | 江苏沪宁钢机股份有限公司 | Single-layer lattice shell steel house plane system and its assemble method based on concrete construction |
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| CN105952184A (en) | 2016-09-21 |
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