CN105926953A - Temporary reinforcing structure used for hoisting of prefabricated part - Google Patents
Temporary reinforcing structure used for hoisting of prefabricated part Download PDFInfo
- Publication number
- CN105926953A CN105926953A CN201610247843.0A CN201610247843A CN105926953A CN 105926953 A CN105926953 A CN 105926953A CN 201610247843 A CN201610247843 A CN 201610247843A CN 105926953 A CN105926953 A CN 105926953A
- Authority
- CN
- China
- Prior art keywords
- prefabricated part
- prefabricated
- pier structure
- part hanging
- embedded sleeve
- 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.)
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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
- 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
Abstract
The invention provides a temporary reinforcing structure used for hoisting of a prefabricated part. The prefabricated part is provided with a hole. The temporary reinforcing structure comprises a reinforcing rod arranged across the hole, an embedded sleeve embedded in the prefabricated part, and a fixing piece passing through two ends of the reinforcing rod and being moveably plugged with the embedded sleeve. Through arranging the embedded sleeve in the prefabricated part, and arranging the reinforcing rod across the hole, and passing the fixing piece through two ends of the reinforcing rod and moveably plugging the fixing piece with the embedded sleeve, the reinforcing rod is fixed on the prefabricated part, so as to improve tension limiting value which the prefabricated part can bear, and solve problems that the prefabricated part with the hole easily breaks in a hoisting process.
Description
Technical field
The present invention relates to technical field of buildings, be specifically related to a kind of temporarily adding for prefabricated part hanging
Fixing structure.
Background technology
In the concrete prefabricated element of assembled architecture, as it is shown in figure 1, there is the prefabricated of hole 10
The pulling force limiting value that component 1 can bear is relatively low, and hanging device connects lifting node 11 with hoisting prefabricated
During component 1, easily because the weight of prefabricated components 1 is excessive, cause the prefabricated of band hole 10
Component 1 is cracking even to be disconnected.
Summary of the invention
For overcoming the defect existing for prior art, now provide a kind of temporarily adding for prefabricated part hanging
Fixing structure, to solve problems such as being easily broken off in hoisting process with the prefabricated components at hole.
For achieving the above object, a kind of temperature pier structure for prefabricated part hanging, described prefabricated
Component offers hole, and described temperature pier structure includes: reinforces bar, is located at described hole；Pre-buried
Sleeve, is embedded in described prefabricated components in advance；And fixture, it is arranged in two ends the activity of described reinforcing bar
It is plugged in described embedded sleeve barrel.
The present invention is used for further improvement is that of the temperature pier structure of prefabricated part hanging, described pre-
Being provided with internal thread in burying sleeve, described fixture is bolt or screw rod.
The present invention is used for further improvement is that of the temperature pier structure of prefabricated part hanging, described pre-
Burying sleeve and be provided with extension in described prefabricated components, described extension is provided with in described prefabricated components
The through hole that runs through of reinforcing bar.
The present invention is used for further improvement is that of the temperature pier structure of prefabricated part hanging, described pre-
Burying sleeve and be provided with the grafting space for described fixture grafting, described extension is provided with casting space, described
It is provided with dividing plate between grafting space and described casting space.
The present invention for further improvement is that of temperature pier structure of prefabricated part hanging, described in add
Gu bar is shaped steel.
The present invention is used for further improvement is that of the temperature pier structure of prefabricated part hanging, described type
Steel is channel-section steel, and the base plate of described channel-section steel is provided with the perforating worn for described fixture.
The present invention is used for further improvement is that of the temperature pier structure of prefabricated part hanging, also includes
Laterally being located at the transverse link at described hole, described fixture is arranged in described transverse link two ends and lives
Move and be plugged in described embedded sleeve barrel.
The present invention for further improvement is that of temperature pier structure of prefabricated part hanging, described in add
Gu the quantity of bar and described transverse link is multiple and arranges at equal intervals.
The present invention for further improvement is that of temperature pier structure of prefabricated part hanging, described in add
Gu bar is arranged along the lifting Impact direction of described prefabricated components.
The beneficial effects of the present invention is:
1) by being provided with embedded sleeve barrel in prefabricated components, reinforcing bar is located at described hole, then
Fixture is arranged in the two ends of described reinforcing bar and is actively plugged in described embedded sleeve barrel so that described in add
Gu bar is fixed on described prefabricated components, thus add the pulling force limiting value that prefabricated components can bear,
Solve the problems such as the prefabricated components with hole are easily broken off in hoisting process；
2) it is actively plugged in described embedded sleeve barrel due to described fixture, when described prefabricated part hanging completes
After, described reinforcing bar can be dismantled easily so that described reinforcing bar can have enough to meet the need use.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of the prefabricated components being provided with hole.
Fig. 2 is the present invention schematic diagram for the temperature pier structure of prefabricated part hanging.
Fig. 3 is the present invention front view for the temperature pier structure of prefabricated part hanging.
Fig. 4 is the present invention sectional view for the temperature pier structure of prefabricated part hanging.
Fig. 5 is present invention front view of embedded sleeve barrel in the temperature pier structure of prefabricated part hanging.
Fig. 6 is present invention sectional view of embedded sleeve barrel in the temperature pier structure of prefabricated part hanging.
Fig. 7 is that present invention embedded sleeve barrel in the temperature pier structure of prefabricated part hanging is real at another
Execute the sectional view in example.
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 specification, 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. 2 and Fig. 4, Fig. 2 is the present invention temperature pier structure for prefabricated part hanging
Schematic diagram, Fig. 4 is the present invention sectional view for the temperature pier structure of prefabricated part hanging.
As shown in Figure 2 and Figure 4, the invention provides a kind of temperature pier for prefabricated part hanging to tie
Structure, described prefabricated components 1 offer hole 10, and described temperature pier structure includes: reinforce bar 21,
It is located at described hole 10；Embedded sleeve barrel 41, is embedded in described prefabricated components 1 in advance；And fixture 3,
It is arranged in the two ends of described reinforcing bar 21 and is actively plugged in described embedded sleeve barrel 41.The present invention is described
Prefabricated components 1 hoisting process uses, first in described prefabricated components 1 production process, is provided with pre-buried set
Cylinder 41, is then located at described hole 10 by described reinforcing bar 21, then fixture 3 is arranged in institute
State and reinforce the two ends of bar 21 and be actively plugged in described embedded sleeve barrel 41 so that described reinforcing bar 21 is fixed
In described prefabricated components 1, thus add the pulling force limiting value that prefabricated components 1 can bear, solve
In hoisting process, the problem such as it is easily broken off with the prefabricated components 1 at hole 10, and completes in lifting
After, owing to described fixture 3 is actively plugged in described embedded sleeve barrel 41, institute can be dismantled easily
State reinforcing bar 21 so that described reinforcing bar 21 can have enough to meet the need use.
Hereinafter said modules is described in detail.
Described reinforcing bar 21 can be shaped steel, and as shown in Figure 2 and Figure 4, described shaped steel is channel-section steel, institute
The base plate stating channel-section steel is provided with the perforating worn for described fixture 3.It is preferred that the opening of described channel-section steel
The most described prefabricated components 1, are i.e. fixed on described prefabricated components 1 when described fixture 3 by described channel-section steel
Time, the base plate of described channel-section steel is close to described prefabricated components 1 surface.Further, described reinforcing bar
The quantity of 21 can be multiple, and is arranged in described prefabricated components 1 surface at equal intervals.It is preferred that institute
State the lifting Impact direction setting reinforcing bar along described prefabricated components, such as, the most vertically arranged multiple institutes
Stating reinforcing bar, certainly, in other embodiments, described reinforcing bar can also be inclined cross in described prefabricated structure
The described hole 10 of part 1.
Closer, as it is shown on figure 3, Fig. 3 is the present invention adding for prefabricated part hanging temporarily
The front view of fixing structure, present invention additionally comprises the transverse link 22 being laterally located at described hole 10, institute
State fixture 3 be arranged in described transverse link 22 two ends and be actively plugged in described embedded sleeve barrel 41.Institute
Stating embedded sleeve barrel 41 can be to arrange at equal intervals in described hole 10 surrounding.Described transverse link 22 can
To be shaped steel, in figure 3, described transverse link 22 is also channel-section steel.Further, described laterally connect
The quantity of bar 22 can be multiple, and is arranged in described prefabricated components 1 surface at equal intervals.By arranging
Described transverse link 22, further increases the intensity of described prefabricated components 1.
As shown in Figure 4, Figure 5 and Figure 6, Fig. 5 is the present invention temperature pier for prefabricated part hanging
The front view of embedded sleeve barrel in structure, Fig. 6 is that the present invention ties for the temperature pier of prefabricated part hanging
The sectional view of embedded sleeve barrel in structure, is provided with inserting for the grafting of described fixture 3 in described embedded sleeve barrel 41
Connecing space 411, in described embedded sleeve barrel 41, (the most described grafting space 411 inwall) is provided with internal thread,
Described fixture 3 is bolt or screw rod, in this embodiment, enters as a example by described fixture 3 is as bolt
Row explanation.Described bolt is screwed together in described embedded sleeve barrel 41 after being arranged in the perforating of described reinforcing bar 21.
After described prefabricated components 1 have lifted, described bolt of can back-outing, and then remove described reinforcing bar
21 so that described reinforcing bar 21 can have enough to meet the need use.
Further, as shown in Figure 5 and Figure 6, described embedded sleeve barrel 41 is in described prefabricated components 1
Being provided with extension 42, described extension 42 is provided with to be run through for the reinforcing bar 12 in described prefabricated components 1
Through hole 420.In fig. 5 and fig., described extension 42 is solid, described extension 42
Can be solid steel column, described solid steel column offers described through hole 420.As shown in Figure 6,
Reinforcing bar 12 when described embedded sleeve barrel 41 is embedded in described prefabricated components 1 in advance, in described prefabricated components 1
It is arranged in described through hole 420.Pass through described in the reinforcing bar 12 in described prefabricated components 1 is arranged in
Perforation 420, adds the bonding strength of described embedded sleeve barrel 41 and described prefabricated components 1 so that insert
Described fixture 3 difficult drop-off being connected in described embedded sleeve barrel 41, and then add described reinforcing bar
Bonding strength between 21 and described prefabricated components 1.
Closer, in another embodiment, as it is shown in fig. 7, Fig. 7 is that the present invention is for prefabricated
Embedded sleeve barrel sectional view in another embodiment, described extension in the temperature pier structure of lifting component
42 are provided with casting space 421, are provided with dividing plate between described grafting space 411 and described casting space 421
43.The most described extension 42 is the most solid, but hollow, opening of described casting space 421
Mouth direction is contrary with the opening direction in described grafting space 411, when described prefabricated components 1 are pouring coagulation
During earth forming, described concrete can enter the casting space 421 of described extension 42, and then makes institute
State embedded sleeve barrel 41 and be connected the tightst with described prefabricated components 1.
The beneficial effects of the present invention is:
1) by being provided with embedded sleeve barrel in prefabricated components, reinforcing bar is located at described hole, then
Fixture is arranged in the two ends of described reinforcing bar and is actively plugged in described embedded sleeve barrel so that described in add
Gu bar is fixed on described prefabricated components, thus add the pulling force limiting value that prefabricated components can bear,
Solve the problems such as the prefabricated components with hole are easily broken off in hoisting process；
2) it is actively plugged in described embedded sleeve barrel due to described fixture, when described prefabricated part hanging completes
After, described reinforcing bar can be dismantled easily so that described reinforcing bar can have enough to meet the need use.
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 (9)
1., for a temperature pier structure for prefabricated part hanging, described prefabricated components offer hole,
It is characterized in that, described temperature pier structure includes:
Reinforce bar, be located at described hole；
Embedded sleeve barrel, is embedded in described prefabricated components in advance；And
Fixture, is arranged in the two ends of described reinforcing bar and is actively plugged in described embedded sleeve barrel so that described
Reinforce bar and be fixed on described prefabricated components.
Temperature pier structure for prefabricated part hanging the most according to claim 1, its feature
Being, described embedded sleeve barrel is provided with extension in described prefabricated components, and described extension is provided with for institute
State the through hole that the reinforcing bar in prefabricated components runs through.
Temperature pier structure for prefabricated part hanging the most according to claim 2, its feature
Being, described embedded sleeve barrel is provided with the grafting space for described fixture grafting, and described extension is provided with waters
Build space, between described grafting space and described casting space, be provided with dividing plate.
Temperature pier structure for prefabricated part hanging the most according to claim 3, its feature
Being, being provided with internal thread in described embedded sleeve barrel, described fixture is bolt or screw rod.
Temperature pier structure for prefabricated part hanging the most according to claim 1, its feature
Being, described reinforcing bar is shaped steel.
Temperature pier structure for prefabricated part hanging the most according to claim 5, its feature
Being, described shaped steel is channel-section steel, and the base plate of described channel-section steel is provided with the perforating worn for described fixture.
Temperature pier structure for prefabricated part hanging the most according to claim 1, its feature
Being, described reinforcing bar is arranged along the lifting Impact direction of described prefabricated components.
Temperature pier structure for prefabricated part hanging the most according to claim 7, its feature
Be, also include the transverse link being laterally located at described hole, described fixture be arranged in described laterally
Connecting rod two ends are also actively plugged in described embedded sleeve barrel.
Temperature pier structure for prefabricated part hanging the most according to claim 8, its feature
Being, the quantity of described reinforcing bar and described transverse link is multiple and arranges at equal intervals.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610247843.0A CN105926953B (en) | 2016-04-20 | 2016-04-20 | Temperature pier structure for prefabricated part hanging |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610247843.0A CN105926953B (en) | 2016-04-20 | 2016-04-20 | Temperature pier structure for prefabricated part hanging |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105926953A true CN105926953A (en) | 2016-09-07 |
| CN105926953B CN105926953B (en) | 2018-10-26 |
Family
ID=56838642
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610247843.0A Active CN105926953B (en) | 2016-04-20 | 2016-04-20 | Temperature pier structure for prefabricated part hanging |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105926953B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108560934A (en) * | 2018-05-31 | 2018-09-21 | 中国二十冶集团有限公司 | A kind of hanging method of the PC components with engraved structure |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE9017218U1 (en) * | 1990-12-20 | 1992-04-16 | Peca-Verbundtechnik Gmbh, 8312 Dingolfing, De | |
| CN201567803U (en) * | 2009-12-09 | 2010-09-01 | 重庆大学 | Temporary support device for steel structure hoisting construction |
| CN101818539A (en) * | 2010-06-04 | 2010-09-01 | 北京万科企业有限公司 | Assembled integral building and construction method thereof |
| CN201635410U (en) * | 2010-03-19 | 2010-11-17 | 中国江苏国际经济技术合作公司 | Temporary reinforcing device for concrete structure for bearing hoisting construction load |
| CN201738494U (en) * | 2010-06-04 | 2011-02-09 | 北京万科企业有限公司 | Prefabricated composite wall slab with door/window opening |
| CN102409864A (en) * | 2011-11-14 | 2012-04-11 | 中建钢构有限公司 | Steel truss construction method and temporary reinforcing device used in hoisting process of same |
| KR101471593B1 (en) * | 2014-03-11 | 2014-12-11 | 디에이치산업안전(주) | A protecting device for the opening of building |
| FR2989105B1 (en) * | 2012-04-04 | 2016-01-15 | Patrick Decocq | SYSTEM AND SLIDING BARS, FIXED BY SHOT-BACK ON ANY NYLON ANKLE BETWEEN TABLE, WHICH CAN RECEIVE A PERFORATED METAL SHEET AND FIXED BY JAPY SCREW |
-
2016
- 2016-04-20 CN CN201610247843.0A patent/CN105926953B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE9017218U1 (en) * | 1990-12-20 | 1992-04-16 | Peca-Verbundtechnik Gmbh, 8312 Dingolfing, De | |
| CN201567803U (en) * | 2009-12-09 | 2010-09-01 | 重庆大学 | Temporary support device for steel structure hoisting construction |
| CN201635410U (en) * | 2010-03-19 | 2010-11-17 | 中国江苏国际经济技术合作公司 | Temporary reinforcing device for concrete structure for bearing hoisting construction load |
| CN101818539A (en) * | 2010-06-04 | 2010-09-01 | 北京万科企业有限公司 | Assembled integral building and construction method thereof |
| CN201738494U (en) * | 2010-06-04 | 2011-02-09 | 北京万科企业有限公司 | Prefabricated composite wall slab with door/window opening |
| CN102409864A (en) * | 2011-11-14 | 2012-04-11 | 中建钢构有限公司 | Steel truss construction method and temporary reinforcing device used in hoisting process of same |
| FR2989105B1 (en) * | 2012-04-04 | 2016-01-15 | Patrick Decocq | SYSTEM AND SLIDING BARS, FIXED BY SHOT-BACK ON ANY NYLON ANKLE BETWEEN TABLE, WHICH CAN RECEIVE A PERFORATED METAL SHEET AND FIXED BY JAPY SCREW |
| KR101471593B1 (en) * | 2014-03-11 | 2014-12-11 | 디에이치산업안전(주) | A protecting device for the opening of building |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108560934A (en) * | 2018-05-31 | 2018-09-21 | 中国二十冶集团有限公司 | A kind of hanging method of the PC components with engraved structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105926953B (en) | 2018-10-26 |
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