CN208168147U - A kind of prefabrication type building structure column - Google Patents
A kind of prefabrication type building structure column Download PDFInfo
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- CN208168147U CN208168147U CN201820449126.0U CN201820449126U CN208168147U CN 208168147 U CN208168147 U CN 208168147U CN 201820449126 U CN201820449126 U CN 201820449126U CN 208168147 U CN208168147 U CN 208168147U
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- built
- reinforcing bar
- bar
- prefabricated frame
- reserving hole
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Abstract
The utility model discloses a kind of prefabrication type building structure columns, it sets a roof beam in place including prefabricated frame trestle and prefabricated frame, the inside of the prefabricated frame trestle is fixedly connected with reinforcing bar built in reinforcing bar built in first and second respectively, the shape size of reinforcing bar is consistent built in reinforcing bar and second built in described first, the outer wall of reinforcing bar is connected with screw shell built in described first, the outer wall of reinforcing bar built in described second is connected with lower screw shell, and the side that the prefabricated frame is set a roof beam in place offers the first reserving hole channel and the second reserving hole channel respectively.The prefabrication type building structure column passes through reinforcing bar built in setting first, reinforcing bar, upper screw shell and lower screw shell built in second, can effectively enhance prefabricated frame trestle and prefabricated frame set a roof beam in place between stability, greatly reduce the workload of lifting and the welding of site operation, by being provided with spacer bar, tapered thread sleeve and locating rod, support device can effectively be reduced, make rate of progress of the construction, construction efficiency enhancing.
Description
Technical field
The utility model relates to technical field of building construction, specially a kind of prefabrication type building structure column.
Background technique
It is past in order to improve the structural strength, bearing capacity and impact resistance of building at present when Construction of highrise buildings
It is past to need to build a large amount of structural column, and in this, as the main structure of building, but in traditional fabric structure column, one
Kind is by reinforced concrete-bar net and is equipped with the molding structure of concrete casting, can meet the needs that building uses to a certain extent；
Another kind is assembled, i.e., carries out assembly use using prefabricated structural column and precast beam.It is main in non-steel building
Component be column, beam, floor and wall, the stress load-bearing of the structure and shape relation of column and beam to whole building, be related to it is whole
The speed of application of a building.Currently, still using concrete as the reinforced column of primary structure, in building for concrete structure
It is on the one hand to play the role of further reinforcing to architectural construction as intersubjective support construction in building, on the other hand, steel
Reinforced concrete column is also the basis for carrying out high-rise building, plays very important supporting role.
Column used in existing concrete structural construction and beam are independent column and independent beam, during on-site construction, individually
Column and independent beam by lifting, site welding, pour by way of spliced.The structure of this independent column and independent beam,
The workload of lifting and the welding of site operation is not only increased significantly, it is also necessary to use more fixation device, seriously affect
Rate of progress of the construction, construction efficiency are low.
Utility model content
(1) the technical issues of solving
In view of the deficiencies of the prior art, the utility model provides a kind of prefabrication type building structure column, solves existing mixed
Column used in Xtah Crude Clay structure building and beam are independent column and independent beam, have not only increased significantly the lifting and weldering of site operation
The workload connect, it is also necessary to use more fixation device, seriously affect rate of progress of the construction, the low problem of construction efficiency.
(2) technical solution
To achieve the above object, the utility model provides the following technical solutions：A kind of prefabrication type building structure column, including it is pre-
Frame column and prefabricated frame processed are set a roof beam in place, and the inside of the prefabricated frame trestle is fixedly connected with respectively built in reinforcing bar built in first and second
Reinforcing bar, the shape size of reinforcing bar is consistent built in reinforcing bar and second built in described first, the outer wall activity of reinforcing bar built in described first
It is connected with screw shell, the outer wall of reinforcing bar built in described second is connected with lower screw shell, what the prefabricated frame was set a roof beam in place
Side offers the first reserving hole channel and the second reserving hole channel respectively, and the upper screw shell is fixedly connected on the first reserving hole channel
Inside, the lower screw shell is fixedly connected on the inside of the second reserving hole channel, first reserving hole channel and second reserved
Material is poured filled with building inside duct, the inside of the prefabricated frame trestle is fixedly connected with spacer bar, described prefabricated
The side of frame column is fixedly connected with steel corbel, and the spacer bar is movably connected in the inside of steel corbel, the spacer bar
Outer wall be connected with improved mat, the side of the improved mat is connected with elastomeric pad, the elastomeric pad
Side is connected with tapered thread sleeve, and the spacer bar is movably connected in the interior of elastomeric pad and tapered thread sleeve
Wall, the improved mat, elastomeric pad and tapered thread sleeve are movably connected in the side of steel corbel, the bottom of the steel corbel
It is fixedly connected with fixed link, the bottom of the fixed link is fixedly connected with motion bar, and the outer wall of the motion bar is connected with
Loop bar, the side of the motion bar are fixedly connected with locating rod, and the side of the loop bar is connected with fastening bolt, described tight
Fixing bolt is movably connected in the inside of locating rod, and the outer wall of the prefabricated frame trestle is connected with pedestal, and the loop bar is fixed
At the top of the base, the quantity of the loop bar is two, and two loop bars are symmetrical as symmetry axis using the middle line of pedestal for connection
At the top of the base.
Preferably, the spacer bar runs through and extends to the outside of steel corbel.
Preferably, the shape size of first reserving hole channel and the second reserving hole channel is consistent.
Preferably, the quantity of the tapered thread sleeve is two, and two tapered thread sleeves are in spacer bar
Line is the outer wall that symmetry axis is symmetrically distributed in spacer bar.
Preferably, the shape of facing of the steel corbel is triangle.
Preferably, reinforcing bar built in described second is located at built in first between reinforcing bar and spacer bar.
(3) beneficial effect
The utility model provides a kind of prefabrication type building structure column, has following beneficial effect：
The utility model passes through reinforcing bar built in setting first, reinforcing bar, upper screw shell and lower screw shell built in second, energy
Enough effective enhancing prefabricated frame trestles and prefabricated frame set a roof beam in place between stability, greatly reduce the lifting and weldering of site operation
The workload connect can effectively reduce support device, make by being provided with spacer bar, tapered thread sleeve and locating rod
Rate of progress of the construction, construction efficiency enhancing, solve column used in existing concrete structural construction and beam be independent column and
Independent beam has not only increased significantly the workload of lifting and the welding of site operation, it is also necessary to use more fixation device, sternly
Ghost image rings rate of progress of the construction, the low problem of construction efficiency.
Detailed description of the invention
Fig. 1 is the utility model front elevational view；
Fig. 2 is enlarged drawing at A in the utility model Fig. 1；
Fig. 3 is enlarged drawing at B in the utility model Fig. 1.
In figure：1 prefabricated frame trestle, 2 prefabricated frames set a roof beam in place, reinforcing bar built in 3 first, reinforcing bar built in 4 second, screw shell on 5,
6 lower screw shells, 7 first reserving hole channels, 8 second reserving hole channels, 9 buildings pour material, 10 spacer bars, 11 steel corbels, 12
Improved mat, 13 elastomeric pads, 14 tapered thread sleeves, 15 fixed links, 16 motion bars, 17 loop bars, 18 locating rods, 19 fastening spiral shells
Bolt, 20 pedestals.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
As shown in Figure 1-3, the utility model provides a kind of technical solution：A kind of prefabrication type building structure column, including it is prefabricated
Frame column 1 and prefabricated frame set a roof beam in place 2, and the inside of prefabricated frame trestle 1 is fixedly connected with steel built in reinforcing bar 3 and second built in first respectively
Muscle 4, the shape size of reinforcing bar 4 is consistent built in reinforcing bar 3 and second built in first, and reinforcing bar 4 built in reinforcing bar 3 and second built in first is equal
The outside for running through and extending to reinforcing bar prefabricated frame trestle 1 enhances prefabricated frame trestle 1 and connectivity that prefabricated frame is set a roof beam in place between 2,
The outer wall of reinforcing bar 3 is connected with screw shell 5 built in first, and the outer wall of reinforcing bar 4 is connected with lower screw thread built in second
Sleeve 6 is connect by the way that upper screw shell 5 is arranged with reinforcing bar 3 built in first, and reinforcing bar 4 built in lower screw shell 6 and second connects,
The globality that building structure can significantly be reinforced can make the prefabricated frame of the symmetrical two sides of prefabricated frame trestle 1 set a roof beam in place steel built in 2 and first
Reinforcing bar 4 built in muscle 3 and second is linked to be an entirety, make structure have better mechanical property, prefabricated frame set a roof beam in place 2 side difference
Offer the first reserving hole channel 7 and the second reserving hole channel 8, the shape size one of the first reserving hole channel 7 and the second reserving hole channel 8
It causes, upper screw shell 5 is fixedly connected on the inside of the first reserving hole channel 7, and lower screw shell 6 is fixedly connected on the second reserving hole channel
It 8 inside can be effective by reinforcing bar 4, upper screw shell 5 and lower screw shell 6 built in reinforcing bar 3, second built in setting first
Enhancing prefabricated frame trestle 1 and prefabricated frame set a roof beam in place the stability between 2, greatly reduce the lifting and welding of site operation
Workload, by the way that upper screw shell 5 to be fixed on to the inside of the first reserving hole channel 7, lower screw shell 6 is fixed on the second preformed hole
The inside in road 8, can effectively enhance prefabricated frame trestle 1 and prefabricated frame is set a roof beam in place firm between 2, further enhance bean column node
Mechanical property, pour material 9 filled with building inside the first reserving hole channel 7 and the second reserving hole channel 8, building pours material
9 be concrete, when installation, there are the gap of one fixed width between beam column, can be facilitated with guaranteeing prefabricated frame to set a roof beam in place after 2 placements by
Reinforcing bar 3 built in one be put in prefabricated frame set a roof beam in place 2 the first reserving hole channel 7 in, reinforcing bar 4 built in second be put in prefabricated frame set a roof beam in place 2
In two reserving hole channels 8, then by high-strength mortar pour into prefabricated frame set a roof beam in place 2 the first reserving hole channel 7 and the second reserving hole channel 8 in,
Due to, not only by reinforcing bar connection, further being poured with concrete and mortar between beam column, guaranteeing non-activity dead angle between beam column,
The binding force of node is further enhanced, the inside of prefabricated frame trestle 1 is fixedly connected with spacer bar 10, reinforcing bar 4 built in second
Positioned between reinforcing bar 3 and spacer bar 10, the side of prefabricated frame trestle 1 is fixedly connected with steel corbel 11, steel corbel built in first
11 shape of facing is triangle, and spacer bar 10 is movably connected in the inside of steel corbel 11, and spacer bar 10 runs through and extends
To the outside of steel corbel 11, the outer wall of spacer bar 10 is connected with improved mat 12, and the side activity of improved mat 12 connects
It is connected to elastomeric pad 13, improved mat 12 is set and elastomeric pad 13 is to allow the better work of tapered thread sleeve 14
Make, prevents from falling off phenomenon in use, the side of elastomeric pad 13 is connected with tapered thread sleeve 14, taper
The quantity of screw shell 14 is two, and two tapered thread sleeves 14 are symmetrical as symmetry axis using the middle line of spacer bar 10
In the outer wall of spacer bar 10, spacer bar 10 is movably connected in the inner wall of elastomeric pad 13 and tapered thread sleeve 14, anti-skidding
Gasket 12, elastomeric pad 13 and tapered thread sleeve 14 are movably connected in the side of steel corbel 11, by being provided with spacer bar
10, tapered thread sleeve 14 and locating rod 18, can effectively reduce support device, make rate of progress of the construction, and construction efficiency increases
It by force, is to make prefabricated frame set a roof beam in place the support between 2 and prefabricated frame trestle 1 provided with tapered thread sleeve 14 and spacer bar 10
It is more stable, while complicated support device is also eliminated, it is fixed to be when in use movably connected in tapered thread sleeve 14
The outer wall of position reinforcing bar 10, because the quantity of tapered thread sleeve 14 is two, it is possible to the both ends of spacer bar 10 are fixed,
Making the supporting role of steel corbel 11 enhances, and the bottom of steel corbel 11 is fixedly connected with fixed link 15, and the bottom of fixed link 15 is fixed
It is connected with motion bar 16, the outer wall of motion bar 16 is connected with loop bar 17, and 16 activity of motion bar is being needed in the inside of loop bar 17
When support, motion bar 16 is removed inside loop bar 17, so that locating rod 18 is fixed on loop bar 17 using fastening bolt 19
Outer wall plays the role of supporting steel corbel 11, after the completion of support, unclamps fastening bolt 19, keeps locating rod 18 movable, together
When motion bar 16 is taken in inside loop bar 17, the side of motion bar 16 is fixedly connected with locating rod 18, the side activity of loop bar 17
It is connected with fastening bolt 19, fastening bolt 19 is movably connected in the inside of locating rod 18, and the outer wall of prefabricated frame trestle 1 is flexibly connected
There is pedestal 20, loop bar 17 is fixedly connected on the top of pedestal 20, and the quantity of loop bar 17 is two, and two loop bars 17 are with pedestal 20
Middle line be that symmetry axis is symmetrically distributed in the top of pedestal 20, setting locating rod 18, motion bar 16 and fixed link 15, are to match
Closing spacer bar 10 allows steel corbel 11 to be preferably supported effect, will be positioned using fastening bolt 19 when in use
Bar 18 is fixed on the outer wall of loop bar 17, makes more stable between fixed link 15 and loop bar 17, while supporting steel corbel 11, makes steel
Bracket 11 can be more stable, prevents steel corbel 11 from falling off.
It can to sum up obtain, the utility model passes through reinforcing bar 4,5 and of upper screw shell built in reinforcing bar 3, second built in setting first
Lower screw shell 6 can effectively enhance prefabricated frame trestle 1 and stability that prefabricated frame is set a roof beam in place between 2, greatly reduce scene
The lifting of construction and the workload of welding, when installation, there are the gaps of one fixed width between beam column, to guarantee that prefabricated frame is set a roof beam in place
2 lifting place after construction personnel can facilitate by reinforcing bar 3 built in first be put in prefabricated frame set a roof beam in place 2 the first reserving hole channel 7 in, second
Built-in reinforcing bar 4 be put in prefabricated frame set a roof beam in place 2 the second reserving hole channel 8 in, then by high-strength mortar pour into prefabricated frame set a roof beam in place 2 first
In reserving hole channel 7 and the second reserving hole channel 8, due to not only connecting by reinforcing bar between beam column, concrete and mortar are further used
It pours, guarantees non-activity dead angle between beam column, further enhance the binding force of node, by being provided with spacer bar 10, cone
Shape screw shell 14 and locating rod 18, can effectively reduce support device, make rate of progress of the construction, and construction efficiency enhances,
Locating rod 18 is fixed on to when use using fastening bolt 19 outer wall of loop bar 17, is made between fixed link 15 and loop bar 17 more
Add stabilization, while supporting steel corbel 11, keep steel corbel 11 more stable, prevents steel corbel 11 from falling off, solve
Column used in existing concrete structural construction and beam are independent column and independent beam, have not only increased significantly hanging for site operation
The workload of dress and welding, it is also necessary to use more fixation device, seriously affect rate of progress of the construction, construction efficiency is low to ask
Topic.
It should be noted that, in this document, relational terms such as first and second and the like are used merely to a reality
Body or operation are distinguished with another entity or operation, are deposited without necessarily requiring or implying between these entities or operation
In any actual relationship or order or sequence.Moreover, the terms "include", "comprise" or its any other variant are intended to
Non-exclusive inclusion, so that the process, method, article or equipment including a series of elements is not only wanted including those
Element, but also including other elements that are not explicitly listed, or further include for this process, method, article or equipment
Intrinsic element.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (6)
1. a kind of prefabrication type building structure column, including prefabricated frame trestle (1) and prefabricated frame set a roof beam in place (2), it is characterised in that：It is described pre-
The inside of frame column (1) processed is fixedly connected with reinforcing bar built in first (3) and reinforcing bar built in second (4) respectively, built in described first
Reinforcing bar (3) is consistent with the shape size of reinforcing bar (4) built in second, and the outer wall of reinforcing bar (3) is connected with built in described first
Screw shell (5), the outer wall of reinforcing bar (4) is connected with lower screw shell (6) built in described second, and the prefabricated frame is set a roof beam in place
(2) side offers the first reserving hole channel (7) and the second reserving hole channel (8) respectively, and the upper screw shell (5) is fixedly connected
In the inside of the first reserving hole channel (7), the lower screw shell (6) is fixedly connected on the inside of the second reserving hole channel (8), described
First reserving hole channel (7) and the internal building that is filled with of the second reserving hole channel (8) pour material (9), the prefabricated frame trestle (1)
Inside be fixedly connected with spacer bar (10), the side of the prefabricated frame trestle (1) is fixedly connected with steel corbel (11), described
Spacer bar (10) is movably connected in the inside of steel corbel (11), and the outer wall of the spacer bar (10) is connected with non-slip mat
The side of piece (12), the improved mat (12) is connected with elastomeric pad (13), and the side of the elastomeric pad (13) is living
Dynamic to be connected with tapered thread sleeve (14), the spacer bar (10) is movably connected in elastomeric pad (13) and tapered thread sleeve
(14) inner wall, the improved mat (12), elastomeric pad (13) and tapered thread sleeve (14) are movably connected in steel corbel
(11) bottom of side, the steel corbel (11) is fixedly connected with fixed link (15), and the bottom of the fixed link (15) is fixed
It is connected with motion bar (16), the outer wall of the motion bar (16) is connected with loop bar (17), the side of the motion bar (16)
It is fixedly connected with locating rod (18), the side of the loop bar (17) is connected with fastening bolt (19), the fastening bolt
(19) it is movably connected in the inside of locating rod (18), the outer wall of the prefabricated frame trestle (1) is connected with pedestal (20), described
Loop bar (17) is fixedly connected on the top of pedestal (20), and the quantity of the loop bar (17) is two, and two loop bars (17) are the bottom of with
The middle line of seat (20) is the top that symmetry axis is symmetrically distributed in pedestal (20).
2. a kind of prefabrication type building structure column according to claim 1, it is characterised in that：The spacer bar (10) is run through
And extend to the outside of steel corbel (11).
3. a kind of prefabrication type building structure column according to claim 1, it is characterised in that：First reserving hole channel (7)
It is consistent with the shape size of the second reserving hole channel (8).
4. a kind of prefabrication type building structure column according to claim 1, it is characterised in that：The tapered thread sleeve (14)
Quantity be two, and two tapered thread sleeves (14) are symmetrically distributed in positioning as symmetry axis using the middle line of spacer bar (10)
The outer wall of reinforcing bar (10).
5. a kind of prefabrication type building structure column according to claim 1, it is characterised in that：Steel corbel (11) are faced
Shape is triangle.
6. a kind of prefabrication type building structure column according to claim 1, it is characterised in that：Reinforcing bar (4) built in described second
Between reinforcing bar built in first (3) and spacer bar (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820449126.0U CN208168147U (en) | 2018-04-02 | 2018-04-02 | A kind of prefabrication type building structure column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820449126.0U CN208168147U (en) | 2018-04-02 | 2018-04-02 | A kind of prefabrication type building structure column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208168147U true CN208168147U (en) | 2018-11-30 |
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ID=64372829
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820449126.0U Expired - Fee Related CN208168147U (en) | 2018-04-02 | 2018-04-02 | A kind of prefabrication type building structure column |
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| Country | Link |
|---|---|
| CN (1) | CN208168147U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109577550A (en) * | 2018-12-31 | 2019-04-05 | 江苏扬桩金源管业有限公司 | A kind of assembled architecture top bridge |
-
2018
- 2018-04-02 CN CN201820449126.0U patent/CN208168147U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109577550A (en) * | 2018-12-31 | 2019-04-05 | 江苏扬桩金源管业有限公司 | A kind of assembled architecture top bridge |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181130 Termination date: 20200402 |
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| CF01 | Termination of patent right due to non-payment of annual fee |