CN206616694U - Prefabricated superposed beam quickly positions adjustment frock with prefabricated post junction - Google Patents
Prefabricated superposed beam quickly positions adjustment frock with prefabricated post junction Download PDFInfo
- Publication number
- CN206616694U CN206616694U CN201621471087.1U CN201621471087U CN206616694U CN 206616694 U CN206616694 U CN 206616694U CN 201621471087 U CN201621471087 U CN 201621471087U CN 206616694 U CN206616694 U CN 206616694U
- Authority
- CN
- China
- Prior art keywords
- prefabricated
- superposed beam
- absolute altitude
- prefabricated post
- steel corbel
- 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.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 44
- 239000010959 steel Substances 0.000 claims abstract description 44
- 238000010276 construction Methods 0.000 abstract description 15
- 238000009417 prefabrication Methods 0.000 abstract description 6
- 230000009711 regulatory function Effects 0.000 abstract description 3
- 230000006870 function Effects 0.000 description 4
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 238000004904 shortening Methods 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000002131 composite material Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model provides a kind of Prefabricated superposed beam and quickly positions adjustment frock with prefabricated post junction, the utility model is by the way that original system that temporary support is set up under Prefabricated superposed beam to be changed to install in prefabricated post to the fixture system of adjustable steel corbel, whole fixture system is by adjustable steel corbel, absolute altitude controls pad, the devices such as caging bolt are constituted, wherein, the absolute altitude control pad is used for the absolute altitude for adjusting Prefabricated superposed beam, the caging bolt is used for the horizontal level for adjusting Prefabricated superposed beam, it can complete quickly to fix temporarily suitable for Prefabricated superposed beam, absolute altitude and perpendicularity regulatory function, realize that prefabricated components are quickly positioned, improve prefabrication efficiency of construction and quality, support frame is avoided to set up repeatedly, the duplication of labour of dismounting, improve job site industrialization degree, reduce artificial, shorten the duration.
Description
Technical field
The utility model is related to a kind of Prefabricated superposed beam and quickly positions adjustment frock with prefabricated post junction.
Background technology
With prefabricated concrete structure large-area applications, in prefabrication building course, lifting component is installed
During need to carry out temporary position positioning and absolute altitude control, at present mostly using setting up large area support frame under component
Form, this mode expends that the duration is longer, and the later stage also needs manually to be removed, less efficient.
, it is necessary to be hung down to prefabricated components progress positioning temporarily and absolute altitude in prefabricated concrete structure horizontal member work progress
Straight degree adjustment, component be secured in position after absolute altitude, horizontal level directly affects overall structure quality and follow-up floor component is applied
Industry control system, the fixed system that current job site is used is sets up the mode of support frame under prefabricated components, and support frame is set up
Need to spend artificial, the occupancy duration with removing.
Utility model content
The purpose of this utility model is that provide a kind of Prefabricated superposed beam quickly positions adjustment frock with prefabricated post junction,
Being capable of Prefabricated superposed beam efficiency of construction, reduction duration, raising Prefabricated superposed beam construction industries degree.
To solve the above problems, the utility model provides a kind of Prefabricated superposed beam quickly positions adjustment with prefabricated post junction
Frock, including:
It is connected on the steel corbel in prefabricated post, the top surface of the steel corbel and is provided with mounting hole;
Through the mounting hole, and reach the caging bolt on the top surface of the steel corbel;
Be arranged on the top surface of the steel corbel absolute altitude control pad, Prefabricated superposed beam be set up in the caging bolt and
On absolute altitude control pad.
Further, in above-mentioned frock, the absolute altitude controls pad to be hard gasket.
Further, in above-mentioned frock, the steel corbel to be I-shaped, including top surface, bottom surface and vertical supporting face and
Be fixedly connected with face, wherein, the top surface, bottom surface and vertical supporting face connect into it is I-shaped, the top margin in the vertical supporting face and
Base is vertical with the middle part of top surface and bottom surface respectively to be connected, the upper and lower part for being fixedly connected with face respectively with the top surface and
One side of bottom surface is vertically connected, and the one side in the vertical supporting face is vertical with the middle part for being fixedly connected with face to be connected, described solid
Determine joint face to be connected with the prefabricated post.
Further, in above-mentioned frock, the steel corbel is connected on the side of prefabricated post.
Further, in above-mentioned frock, screw shell is embedded with the prefabricated post, the face that is fixedly connected passes through spiral shell
Bolt is connected with the screw shell.
Further, in above-mentioned frock, the screw shell is embedded in the side of the prefabricated post in advance.
Compared with prior art, the utility model is by by original system that temporary support is set up under Prefabricated superposed beam
Be changed to install the fixture system of adjustable steel corbel in prefabricated post, whole fixture system by adjustable steel corbel, absolute altitude control pad,
The devices such as caging bolt are constituted, wherein, the absolute altitude control pad is used for the absolute altitude for adjusting Prefabricated superposed beam, the caging bolt
Horizontal level for adjusting Prefabricated superposed beam, can complete to be applied to Prefabricated superposed beam quickly temporarily fixed, absolute altitude and perpendicularity
Regulatory function, realizes that prefabricated components are quickly positioned, and improves prefabrication efficiency of construction and quality, it is to avoid support frame is repeatedly
The duplication of labour set up, removed, improves job site industrialization degree, reduces artificial, the shortening duration.
Brief description of the drawings
Fig. 1 is that the Prefabricated superposed beam of the embodiment of the utility model one and prefabricated post junction are quickly positioning adjustment frock just
View;
Fig. 2 is the side that the Prefabricated superposed beam of the embodiment of the utility model one and prefabricated post junction quickly position adjustment frock
View;
Fig. 3 is that the Prefabricated superposed beam of the embodiment of the utility model one and prefabricated post junction quickly position bowing for adjustment frock
View.
Embodiment
To enable above-mentioned purpose of the present utility model, feature and advantage more obvious understandable, below in conjunction with the accompanying drawings and tool
Body embodiment is described in further detail to the utility model.
As shown in Figures 1 to 3, the utility model provides a kind of Prefabricated superposed beam and quickly positions adjustment work with prefabricated post junction
Dress, including:
It is connected on the steel corbel 2 in prefabricated post 1, the top surface of the steel corbel 2 and is provided with mounting hole 3;
Through the mounting hole 3, and reach the caging bolt 4 on the top surface of the leg of steel ox 2;
The absolute altitude control pad 5 on the top surface of the steel corbel 2 is arranged at, Prefabricated superposed beam is set up in the caging bolt
4 and absolute altitude control pad 5 on.The utility model is by the way that original system that temporary support is set up under Prefabricated superposed beam is changed to
The fixture system of adjustable steel corbel is installed in prefabricated post, whole fixture system controls pad by adjustable steel corbel, absolute altitude, spacing
The devices such as bolt are constituted, wherein, the absolute altitude control pad is used for the absolute altitude for adjusting Prefabricated superposed beam, and the caging bolt is used for
The horizontal level of Prefabricated superposed beam is adjusted, can complete to be applied to Prefabricated superposed beam quickly fixed, absolute altitude and perpendicularity regulation temporarily
Function, realizes that prefabricated components are quickly positioned, and improves prefabrication efficiency of construction and quality, it is to avoid support frame is taken repeatedly
If, the duplication of labour removed, improve job site industrialization degree, reduce it is artificial, shorten the duration.
In the embodiment of the utility model one, as shown in Figures 1 to 3, the absolute altitude control pad 5 is hard gasket, it is ensured that its
The upper compression strength for setting up Prefabricated superposed beam.
In the embodiment of the utility model one, as shown in Figures 1 to 3, the steel corbel 2 to be I-shaped, including top surface, bottom surface and
Vertical supporting face be fixedly connected with face, wherein, the top surface, bottom surface and vertical supporting face connect into I-shaped, the vertical branch
The top margin in support face and base are vertical with the middle part of top surface and bottom surface respectively to be connected, the upper and lower part difference for being fixedly connected with face
Vertical with one side of the top surface and bottom surface to be connected, the one side in the vertical supporting face is vertical with the middle part for being fixedly connected with face
Connection, the face that is fixedly connected is connected with the prefabricated post, and I-shape construction can provide for frame higher than Prefabricated superposed beam thereon
Stable support.
In the embodiment of the utility model one, as illustrated in fig. 1 and 2, the steel corbel 2 is connected on the side of prefabricated post 1, from
And after the completion of ensureing that prefabricated post and Prefabricated superposed beam construction are connected, conveniently remove and reuse the steel corbel, caging bolt
Pad is controlled with absolute altitude.
In the embodiment of the utility model one, as illustrated in fig. 1 and 2, screw shell 6 is embedded with the prefabricated post 1, it is described solid
Determine joint face to be connected with the screw shell 7 by bolt 7, to facilitate connection and ensure connection fastness.
In the embodiment of the utility model one, as illustrated in fig. 1 and 2, the screw shell 7 is embedded in the side of the prefabricated post 1 in advance
Face, so as to realize that the steel corbel is connected to the side in prefabricated post, so as to ensure prefabricated post and Prefabricated superposed beam construction connection
After the completion of, conveniently remove and reuse the steel corbel, caging bolt and absolute altitude control pad.
As shown in Figures 1 to 3, above-mentioned Prefabricated superposed beam quickly positions the installation method of adjustment frock with prefabricated post junction,
Including:
Connected in prefabricated post and be provided with mounting hole on steel corbel, the top surface of the steel corbel;
Caging bolt is passed through into the mounting hole, and reached on the top surface of the steel corbel;
Absolute altitude is set to control pad on the top surface of the steel corbel;
Pad adjusting elevation is controlled by absolute altitude, adjusted by adjusting position of the caging bolt in the mounting hole
Horizontal position;
By Prefabricated superposed beam be set up in the caging bolt and absolute altitude control pad on, by the absolute altitude control pad and
Caging bolt is finely adjusted to the level and absolute altitude of the Prefabricated superposed beam;
Prefabricated superposed beam is with after the completion of prefabricated post connection construction, removing the steel corbel.The utility model is by will be original
The system that temporary support is set up under Prefabricated superposed beam is changed to install the fixture system of adjustable steel corbel in prefabricated post, entirely
Fixture system controls the devices such as pad, caging bolt to constitute by adjustable steel corbel, absolute altitude, wherein, the absolute altitude control pad is used
In the absolute altitude of regulation Prefabricated superposed beam, the caging bolt is used for the horizontal level for adjusting Prefabricated superposed beam, can complete to be applied to
Prefabricated superposed beam quickly temporarily fixed, absolute altitude and perpendicularity regulatory function, realize that prefabricated components are quickly positioned, improve prefabrication and assembly construction
Formula construction efficiency and quality, it is to avoid the duplication of labour that support frame is set up, removed repeatedly, improve job site industrialization journey
Spend, reduce artificial, the shortening duration.
In the embodiment of the utility model one, as shown in Figures 1 to 3, the absolute altitude controls pad to be hard gasket, it is ensured that thereon
The compression strength of erecting composite beam.
In the embodiment of the utility model one, the steel corbel is I-shaped, including top surface, bottom surface and vertical supporting face and solid
Determine joint face, wherein, the top surface, bottom surface and vertical supporting face connect into I-shaped, the top margin in the vertical supporting face and bottom
Side is vertical with the middle part of top surface and bottom surface respectively to be connected, the upper and lower part for being fixedly connected with face respectively with the top surface and bottom
The one side in face is vertically connected, and the one side in the vertical supporting face is vertical with the middle part for being fixedly connected with face to be connected, the fixation
Joint face is connected with the prefabricated post, and I-shape construction can provide stable support for frame higher than Prefabricated superposed beam thereon.
In the embodiment of the utility model one, as illustrated in fig. 1 and 2, steel corbel is connected in prefabricated post, including:
The steel corbel is connected on the side of prefabricated post, so as to ensure that prefabricated post and Prefabricated superposed beam construction have been connected
Cheng Hou, conveniently removes and reuses the steel corbel, caging bolt and absolute altitude control pad.
In the embodiment of the utility model one, as illustrated in fig. 1 and 2, steel corbel is connected in prefabricated post, including:
The pre-buried screw shell in the prefabricated post, the face that is fixedly connected of the steel corbel passes through bolt and the thread bush
Cylinder connection, to facilitate connection and ensure connection fastness.
In the embodiment of the utility model one, the screw shell is embedded in the side of the prefabricated post in advance, so as to realize described
Steel corbel is connected to the side in prefabricated post, so that after the completion of ensureing prefabricated post and Prefabricated superposed beam construction connection, it is convenient to remove
Pad is controlled with the steel corbel, caging bolt and absolute altitude is reused.
In summary, the utility model is by the way that original system that temporary support is set up under Prefabricated superposed beam is changed to
The fixture system of adjustable steel corbel is installed, whole fixture system controls pad, spacing spiral shell by adjustable steel corbel, absolute altitude in prefabricated post
The devices such as bolt are constituted, wherein, the absolute altitude control pad is used for the absolute altitude for adjusting Prefabricated superposed beam, and the caging bolt is used to adjust
The horizontal level of Prefabricated superposed beam is saved, can complete to be applied to Prefabricated superposed beam quickly fixation temporarily, absolute altitude and perpendicularity regulation work(
Can, realize that prefabricated components are quickly positioned, improve prefabrication efficiency of construction and quality, it is to avoid support frame sets up repeatedly,
The duplication of labour of dismounting, improves job site industrialization degree, reduces artificial, the shortening duration.
The embodiment of each in this specification is described by the way of progressive, and what each embodiment was stressed is and other
Between the difference of embodiment, each embodiment identical similar portion mutually referring to.
Professional further appreciates that, with reference to the unit of each example of the embodiments described herein description
And algorithm steps, can be realized with electronic hardware, computer software or the combination of the two, in order to clearly demonstrate hardware and
The interchangeability of software, generally describes the composition and step of each example according to function in the above description.These
Function is performed with hardware or software mode actually, depending on the application-specific and design constraint of technical scheme.Specialty
Technical staff can realize described function to each specific application using distinct methods, but this realization should not
Think to exceed scope of the present utility model.
Obviously, those skilled in the art can be new without departing from this practicality to the various changes of utility model progress and modification
The spirit and scope of type.So, if these modifications and variations of the present utility model belong to the utility model claim and its
Within the scope of equivalent technologies, then the utility model is also intended to including these changes and modification.
Claims (6)
1. a kind of Prefabricated superposed beam quickly positions adjustment frock with prefabricated post junction, it is characterised in that including:
It is connected on the steel corbel in prefabricated post, the top surface of the steel corbel and is provided with mounting hole;
Through the mounting hole, and reach the caging bolt on the top surface of the steel corbel;
The absolute altitude control pad on the top surface of the steel corbel is arranged at, Prefabricated superposed beam is set up in the caging bolt and absolute altitude
Control on pad.
2. Prefabricated superposed beam as claimed in claim 1 quickly positions adjustment frock with prefabricated post junction, it is characterised in that institute
Stating absolute altitude controls pad to be hard gasket.
3. Prefabricated superposed beam as claimed in claim 1 quickly positions adjustment frock with prefabricated post junction, it is characterised in that institute
Steel corbel is stated to be I-shaped, including top surface, bottom surface and vertical supporting face be fixedly connected with face, wherein, the top surface, bottom surface and perpendicular
I-shaped, the top margin in the vertical supporting face and base is vertical with the middle part of top surface and bottom surface respectively connects is connected into supporting surface
Connect, the upper and lower part for being fixedly connected with face is vertical with one side of the top surface and bottom surface respectively to be connected, the vertical supporting
The one side in face is vertical with the middle part for being fixedly connected with face to be connected, and the face that is fixedly connected is connected with the prefabricated post.
4. Prefabricated superposed beam as claimed in claim 3 quickly positions adjustment frock with prefabricated post junction, it is characterised in that institute
Steel corbel is stated to be connected on the side of prefabricated post.
5. Prefabricated superposed beam as claimed in claim 4 quickly positions adjustment frock with prefabricated post junction, it is characterised in that institute
State and screw shell is embedded with prefabricated post, the face that is fixedly connected is connected by bolt with the screw shell.
6. Prefabricated superposed beam as claimed in claim 5 quickly positions adjustment frock with prefabricated post junction, it is characterised in that institute
State the side that screw shell is embedded in the prefabricated post in advance.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621471087.1U CN206616694U (en) | 2016-12-29 | 2016-12-29 | Prefabricated superposed beam quickly positions adjustment frock with prefabricated post junction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621471087.1U CN206616694U (en) | 2016-12-29 | 2016-12-29 | Prefabricated superposed beam quickly positions adjustment frock with prefabricated post junction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206616694U true CN206616694U (en) | 2017-11-07 |
Family
ID=60229968
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621471087.1U Active CN206616694U (en) | 2016-12-29 | 2016-12-29 | Prefabricated superposed beam quickly positions adjustment frock with prefabricated post junction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206616694U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759880A (en) * | 2016-12-29 | 2017-05-31 | 上海建工五建集团有限公司 | Prefabricated superposed beam quickly positions adjustment frock and method with prefabricated post junction |
| CN108894337A (en) * | 2018-07-23 | 2018-11-27 | 杨倩 | A method of realizing building element column, the connection of girder connection fast accurate |
-
2016
- 2016-12-29 CN CN201621471087.1U patent/CN206616694U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759880A (en) * | 2016-12-29 | 2017-05-31 | 上海建工五建集团有限公司 | Prefabricated superposed beam quickly positions adjustment frock and method with prefabricated post junction |
| CN108894337A (en) * | 2018-07-23 | 2018-11-27 | 杨倩 | A method of realizing building element column, the connection of girder connection fast accurate |
| CN108894337B (en) * | 2018-07-23 | 2020-04-14 | 杨倩 | Method for realizing rapid and accurate connection of building member column and beam nodes |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104532735B (en) | A kind of assembled steel bridge and building method thereof | |
| CN201649633U (en) | Steel formwork for forming building stair treads | |
| CN203640309U (en) | Adjustable pipe carrier used on large-span steel structure roof primary truss general assembly jig frame | |
| CN206616694U (en) | Prefabricated superposed beam quickly positions adjustment frock with prefabricated post junction | |
| CN104499619B (en) | A kind of plug-in wall bottom adjusting parts of PC | |
| CN106759880A (en) | Prefabricated superposed beam quickly positions adjustment frock and method with prefabricated post junction | |
| CN108193885A (en) | Fabricated shear wall abutting joint platform and its application method | |
| CN105442868A (en) | Adjustable steel-structure reticulated shell spliced scaffold | |
| CN206873955U (en) | A kind of prefabricated stand column perpendicularity and horizontal plane adjusting means | |
| CN207312990U (en) | A kind of tower crane conversion base | |
| CN202390753U (en) | Fixing structure of bridge table and post cap embedded part | |
| CN205933000U (en) | Super high-rise external hanging movable arm tower crane climbing supporting device | |
| CN210316214U (en) | Assembled steel construction building dysmorphism post | |
| CN218714838U (en) | A self-elevating heavy-duty construction platform | |
| CN206015523U (en) | The built-in steel anchor beam accurate positioning device of free-standing Sarasota | |
| CN206360389U (en) | Predetermined level component quickly positions adjustment frock with composite beam junction | |
| CN104209724B (en) | A kind of derrick assembles with combination steelframe | |
| CN211038036U (en) | Quick replacement mechanism for equal-elevation sliding anti-seismic support | |
| CN108385710B (en) | Reusable tower foundation and installation method thereof | |
| CN113309256A (en) | Construction device and construction method for prefabricated shear wall with post-pouring section | |
| CN209686875U (en) | A kind of support device of irregular building component model | |
| CN107724672A (en) | A kind of steel construction skyscraper cast-in-situ floor formwork support structure | |
| CN205419585U (en) | Tower crane climbing bracket | |
| CN205348745U (en) | Reinforcing instrument formula scaffold bearing capacity's connecting piece | |
| CN218061332U (en) | Support for house building engineering |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |