CN108843029A - A kind of circle steel column temporary support bracket and its construction method - Google Patents
A kind of circle steel column temporary support bracket and its construction method Download PDFInfo
- Publication number
- CN108843029A CN108843029A CN201810669409.0A CN201810669409A CN108843029A CN 108843029 A CN108843029 A CN 108843029A CN 201810669409 A CN201810669409 A CN 201810669409A CN 108843029 A CN108843029 A CN 108843029A
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- steel column
- round steel
- support bracket
- temporary support
- knightheads
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 134
- 239000010959 steel Substances 0.000 title claims abstract description 134
- 238000010276 construction Methods 0.000 title claims abstract description 27
- 125000003003 spiro group Chemical group 0.000 claims abstract description 23
- 238000009434 installation Methods 0.000 claims description 7
- 239000007787 solid Substances 0.000 claims 1
- 238000010586 diagram Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- VOXZDWNPVJITMN-ZBRFXRBCSA-N 17β-estradiol Chemical compound OC1=CC=C2[C@H]3CC[C@](C)([C@H](CC4)O)[C@@H]4[C@@H]3CCC2=C1 VOXZDWNPVJITMN-ZBRFXRBCSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
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
- E04G21/24—Safety or protective measures preventing damage to building parts or finishing work during construction
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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 discloses a kind of round steel column temporary support bracket and its construction methods, by the way that ferrule holder is arranged in the outside of round steel column, two knightheads are connected with ferrule holder and corresponding buried fixator respectively, buried fixator is installed on ground, two buried fixators are equal with the distance between round steel column, lateral support is provided to round steel column by two knightheads, improves the side bearing capacity of round steel column.And due to the round steel column can the relative movement of opposing ferrule fixator, provide lateral support simultaneously to round steel column in two knightheads, will not influence the vertical deformation of round steel column.Furthermore, one end of two knightheads is respectively equipped with spiro rod section, and the spiro rod section is threadedly coupled with the threaded sleeve of buried fixator, can be finely adjusted to the length of knighthead, to guarantee that round steel column is in a vertical state, the vertical bearing capacity of round steel column is improved.
Description
Technical field
The present invention relates to round steel column temporary support bracket and its construction methods, are upper and lower particularly suitable for structural system
Temporary support of the hinged permanent diameter steel column in end during structure construction.
Background technique
In construction, steel column-bracing members-concrete arch shell structure system is a kind of new structural systen, in the structure
In system, steel column is in the form for wherein using both ends hinged.
It needs to provide lateral support to steel column using temporary support before shaping structures.Meanwhile in anti-buckling bracing members
Before (abbreviation BRB) installation, structure needs to complete most of deformation, this includes that steel column will complete pre- swaging before bracing members installation
Become.Due to being temporarily supported above after bracing members are installed and could remove, this requires temporary supports cannot constrain the vertical of steel column
Deformation.
Therefore, sidewise restraint can either be provided by how providing one kind, also can guarantee the round steel column of steel column energy vertical deformation
Temporary support bracket and its construction method, it has also become construction circle needs the technical issues of further improvement and optimization.
Summary of the invention
The purpose of the present invention is to provide a kind of round steel column temporary support bracket and its construction method, structure is simple, property
Energy is reliable, is convenient to mount and dismount, and can provide the lateral support of lateral both direction to steel column in construction, while guaranteeing steel as far as possible
Column vertical deformation is unfettered.
In order to solve the above technical problems, the present invention provides the following technical solutions：
It is oblique to be sheathed on ferrule holder on circular steel column, two supports including one for a kind of circle steel column temporary support bracket
Bar and two buried fixators, the circle steel column can the relative movement of opposing ferrule fixator, the buried fixator includes
One is fixed on the bottom plate on ground and one is movably connected on threaded sleeve on the bottom plate, two branch by the first pin shaft
One end of support brace is respectively equipped with spiro rod section, and the other end of two knightheads passes through the second pin shaft respectively and is movably connected on
In the ferrule holder, the spiro rod section of the knighthead is threadedly coupled with the threaded sleeve
Preferably, in above-mentioned round steel column temporary support bracket, perpendicular where two knightheads it
Between angle be 80~180 degree.
Preferably, in above-mentioned round steel column temporary support bracket, perpendicular phase where two knightheads
It is mutually vertical.
Preferably, in above-mentioned round steel column temporary support bracket, the buried fixator further includes foundation bolt,
One nut and a pair of first otic placode, one end of the foundation bolt are set in ground, and the other end of the foundation bolt is worn
It is fixed after the bottom plate by first nut, first otic placode is vertically fixed on the bottom plate, the threaded sleeve
One end screwed in for the spiro rod section of the knighthead, the other end of the threaded sleeve is offered and is passed through for first pin shaft
First through hole, the first through hole of threaded sleeve described in the first pin shaft drawing-in, and the both ends peace of first pin shaft
Loaded on corresponding first otic placode, first pin shaft is vertical with the threaded sleeve.
Preferably, in above-mentioned round steel column temporary support bracket, the other end of two knightheads is set respectively
There is the second through-hole passed through for the second pin shaft.
Preferably, in above-mentioned round steel column temporary support bracket, the ferrule holder includes round hoop body and sets
It is placed in two pair of second otic placode of the external side of circular, hoop, second through-hole of knighthead described in the second pin shaft drawing-in, and
The both ends of second pin shaft are installed on corresponding second otic placode.
Preferably, in above-mentioned round steel column temporary support bracket, the circle hoop body includes two pieces of semi-circular hoop bodies,
The both ends of two pieces of semi-circular hoop bodies connect bolt by hoop body and hoop body attaching nut connects, symmetrical on two pieces of semi-circular hoop bodies
Equipped with a pair of second otic placode.
The invention also discloses a kind of construction methods of round steel column temporary support bracket as described above, including walk as follows
Suddenly：
Step 1 carries out line setting according to the design position of round steel column and buried fixator；
Buried fixator is respectively arranged on ground by step 2, and between two buried fixators and round steel column
It is equidistant；
Step 3 screws in the spiro rod section of knighthead in the threaded sleeve of buried fixator；
Step 4, the ferrule holder include two pieces of semi-circular hoop bodies, and two pieces of semi-circular hoop bodies are enclosed in the circle
The outside of shape steel column；
Step 5 finely tunes the length of knighthead by the spiro rod section of rotational support brace, so that round steel column is in vertical
State；
One end of two knightheads is passed through the second pin shaft respectively and is movably connected on the ferrule holder by step 6
On corresponding semi-circular hoop body；
The both ends of two pieces of semi-circular hoop bodies are connected bolt by hoop body and hoop body attaching nut connect by step 7, from
And complete the installation of round steel column temporary support bracket；
Step 8, before permanent structure construction and in work progress, two knightheads provide round steel column
Lateral support realizes the vertical deformation of round steel column by the opposite sliding between round steel column and ferrule holder.
Preferably, in the construction method of above-mentioned round steel column temporary support bracket, when round steel column temporary support branch
After frame use, the sequence opposite with erection sequence carries out the disassembly of round steel column temporary support bracket.
Preferably, in the construction method of above-mentioned round steel column temporary support bracket, in step 2, the bottom plate is logical
It crosses foundation bolt to be fixed on ground, the center of circle of the threaded sleeve and foundation bolt and round steel column draws a straight line.
By techniques disclosed above scheme it is found that compared with prior art, beneficial effects of the present invention are as follows：
Set is arranged in the outside of round steel column in circle steel column temporary support bracket provided in this embodiment and its construction method
Fixator is bound round, two knightheads are connected with ferrule holder and corresponding buried fixator respectively, buried fixator installation
In on ground, so that two knightheads be made to provide lateral support to round steel column, the intensity and safety of round steel column are improved
Property；And due to the round steel column can the relative movement of opposing ferrule fixator, in two knightheads to circular steel
Column provides lateral support simultaneously, will not influence the vertical deformation of round steel column, so that round steel column is installed in bracing members
Preceding completion precompressed deformation.In addition, one end of two knightheads is respectively equipped with spiro rod section, the spiral shell of the knighthead
Rod segment is threadedly coupled with the threaded sleeve of buried fixator, therefore the length of adjustable knighthead, to guarantee to justify
Shape steel column is in a vertical state, improves the vertical bearing capacity of round steel column.
Detailed description of the invention
Fig. 1 is the structure front view of round one embodiment of steel column temporary support bracket of the present invention.
Fig. 2 is the structure top view of round one embodiment of steel column temporary support bracket of the present invention.
Fig. 3 is the structural schematic diagram of ferrule holder in the present invention.
Fig. 4 is the structural schematic diagram of knighthead in the present invention.
Fig. 5 is the side structure schematic view of buried fixator in the present invention.
Fig. 6 is the overlooking structure diagram of buried fixator in the present invention.
In figure：1- steel column, 2- ferrule holder, the second pin shaft of 21-, the second otic placode of 22-, the semi-circular hoop body of 23-, 24- hoop
Body connects bolt, 25- hoop body attaching nut, 3- knighthead, the second through-hole of 31-, 32- brace shaft, 33- spiro rod section, 4-
Bury fixator, the first pin shaft of 41-, the first otic placode of 42-, 43- screw shell, the first nut of 44-, 45- foundation bolt, 46- bottom plate.
Specific embodiment
The present invention is described in further detail below in conjunction with the drawings and specific embodiments.It below will be by cited implementation
Example is in conjunction with attached drawing, the technology contents and feature that the present invention will be described in detail.Need in addition it illustrate, attached drawing is all made of very simplified
Form and use non-accurate ratio, only for the purpose of facilitating and clarifying the purpose of the embodiments of the invention.For narration side
Just, "upper" described below, "lower" are consistent with the upper and lower direction of attached drawing, but this can't be technical solution of the present invention
Limitation.
Fig. 1 to Fig. 6 is please referred to, present embodiment discloses a kind of round steel column temporary support bracket, including one is sheathed on circle
Ferrule holder 2, two knightheads 3 and two buried fixators 4 on shape steel column 1, the circle steel column 1 being capable of opposing ferrule
Fixator 2 relatively moves, and the buried fixator 4 includes that a bottom plate 46 for being fixed on ground and one are living by the first pin shaft 41
The dynamic threaded sleeve 43 being connected on the bottom plate 46, one end of two knightheads 3 is respectively equipped with spiro rod section 33, described
The other end of two knightheads 3 passes through the second pin shaft 21 respectively and is movably connected in the ferrule holder 2, and the support is oblique
The spiro rod section 33 of bar 3 is threadedly coupled with the threaded sleeve 43, between two buried fixators 4 and round steel column 1 away from
From equal.
Ferrule holder 2 is arranged in the outside of round steel column 1 in circle steel column temporary support bracket provided in this embodiment,
Two knightheads 3 are connected with ferrule holder 2 and corresponding buried fixator 4 respectively, and buried fixator 4 is installed on ground
On, so that 3 pairs of two knightheads round steel columns 1 be made to provide lateral support, improve the intensity and safety of round steel column 1；
And due to the round steel column 1 can opposing ferrule fixator 2 relatively move, in two knightheads 3 to circular steel
Column 1 provides lateral support simultaneously, will not influence round steel column 1 and carries out vertical deformation, so that round steel column 1 is in bracing members
Precompressed deformation is smoothly completed before installation (not shown).In addition, one end of two knightheads 3 is respectively equipped with spiro rod section 33,
The spiro rod section 33 of the knighthead 3 is threadedly coupled with the threaded sleeve 43, therefore the length of adjustable knighthead 3
Degree improves the vertical bearing capacity of round steel column 1 to guarantee that round steel column 1 is in a vertical state.
Preferably, in above-mentioned round steel column temporary support bracket, two knightheads, the 3 place perpendicular it
Between angle be 80~180 degree.Angle between two knightheads, the 3 place perpendicular is preferably 80~180 degree, can
To improve the stability of strutting system of 3 pairs of knighthead round steel columns 1, to improve the side bearing capacity of round steel column 1.
Preferably, in above-mentioned round steel column temporary support bracket, two knightheads, the 3 place perpendicular phase
It is mutually vertical, so as to further increase the stability of strutting system of 3 pairs of two knightheads round steel columns 1.
Preferably, in above-mentioned round steel column temporary support bracket, the buried fixator 4 further includes foundation bolt
45, the first nut 44 and a pair of first otic placode 42, one end of the foundation bolt 45 are set in ground, the foundation bolt
Fixed by first nut 44 after bottom plate 46 described in 45 other end drawing-in, first otic placode 42 is vertically fixed on the bottom
On plate 46, one end of the threaded sleeve 43 is screwed in for the spiro rod section 33 of the knighthead 3, the threaded sleeve 43 it is another
End offers the first through hole (not indicating) passed through for first pin shaft 41, threaded sleeve described in 41 drawing-in of the first pin shaft
43 first through hole, and the both ends of first pin shaft 41 are installed on corresponding first otic placode 42, first pin shaft
41 is vertical with the threaded sleeve 43.Buried fixator 4 can be pacified securely by foundation bolt 45 and the first nut 44
Loaded on ground；The first pin shaft 41 can be installed on bottom plate 46 by the way that the first otic placode 42 is arranged, to realize knighthead 3
With being flexibly connected for bottom plate 46.
Preferably, in above-mentioned round steel column temporary support bracket, the ferrule holder 2 includes round hoop body and sets
It is placed in two pair of second otic placode 22 of the external side of circular, hoop, described second of knighthead 3 described in 21 drawing-in of the second pin shaft is logical
Hole 31, and the both ends of second pin shaft 21 are installed on corresponding second otic placode 22, and knighthead 3 and set so may be implemented
Bind round the flexible connection of fixator 2.
Preferably, in above-mentioned round steel column temporary support bracket, the other end of two knightheads 3 is set respectively
There is the second through-hole 31 passed through for the second pin shaft 21, both ends are fixedly mounted after the second through-hole 31 described in 21 drawing-in of the second pin shaft
In on corresponding second otic placode 22, second through-hole 31 and spiro rod section are respectively arranged at the both ends of brace shaft 32.
It is on the outside of round steel column 1 and easy to disassemble for the ease of ferrule holder 2 to be sheathed on, it is preferred that above-mentioned
In round steel column temporary support bracket, it is described circle hoop body include two pieces of semi-circular hoop bodies 23, the two of two pieces of semi-circular hoop bodies 23
End connects bolt 24 by hoop body and hoop body attaching nut 25 connects, and is symmetrically arranged with described in a pair on two pieces of semi-circular hoop bodies 23
Second otic placode 22.A pair of second otic placode 22 is symmetrically arranged on two pieces of semi-circular hoop bodies 23, that is to say, that two pieces of semi-circular hoops
Body 23 is completely the same, can be convenient independent assortment, improves construction efficiency.
Please continue to refer to Fig. 1 to Fig. 6, the present embodiment also discloses a kind of round steel column temporary support bracket as described above
Construction method, include the following steps：
Step 1 carries out line setting according to the design position of round steel column 1 and buried fixator 4；
Buried fixator 4 is respectively arranged on ground by step 2, and between two buried fixators 4 and round steel column 1
Be equidistant；
Step 3 screws in the spiro rod section 33 of knighthead 3 in the screw shell 43 of buried fixator 4；
Step 4, the ferrule holder 2 include two pieces of semi-circular hoop bodies 23, and two pieces of semi-circular hoop bodies 23 are enclosed in institute
State the outside of round steel column 1；
Step 5 finely tunes the length of knighthead 3 by the spiro rod section 33 of rotational support brace 3, so that round steel column 1 is in
Vertical state；
One end of two knightheads 3 is passed through the second pin shaft 21 respectively and is movably connected on the cuff and fixed by step 6
On the semi-circular hoop body 23 of the correspondence of device 2；
The both ends of two pieces of semi-circular hoop bodies 23 are connected bolt 24 by hoop body and connected, to complete circular steel by step 7
The installation of column temporary support bracket；
Step 8, before permanent structure construction and in work progress, 3 pairs of two knightheads round steel columns 1 are mentioned
The vertical shape of round steel column 1 is realized by the opposite sliding between round steel column 1 and ferrule holder 2 for lateral support
Become.
The construction method of circle steel column temporary support bracket provided in this embodiment, by two knightheads of setting to energy
The lateral support of lateral both direction is provided to round steel column 1 in construction, improves the side bearing capacity of round steel column 1；And by
In the round steel column 1 can opposing ferrule fixator 2 relatively move, therefore, mentioned in two 3 pairs of knighthead round steel columns 1
Simultaneously for lateral support, it will not influence round steel column 1 and carry out vertical deformation, is i.e. guarantee 1 vertical deformation of steel column is unfettered.This
Outside, one end of two knightheads 3 is respectively equipped with spiro rod section 33, the spiro rod section 33 of the knighthead 3 with it is described
Threaded sleeve 43 is threadedly coupled, and can be adjusted to ferrule holder 2 and the length of the knighthead 3 of buried fixator 4, from
And guarantee that round steel column 1 is in a vertical state, improve the vertical bearing capacity of round steel column 1.
Preferably, in the construction method of above-mentioned round steel column temporary support bracket, when round steel column temporary support branch
After frame use, the sequence opposite with erection sequence carries out the disassembly of round steel column temporary support bracket.
Preferably, in the construction method of above-mentioned round steel column temporary support bracket, in step 2, the bottom plate 46
It is fixed on ground by foundation bolt 45, the center of circle of the screw shell 43 and foundation bolt 45 and round steel column 1 is linked to be one
Straight line.By the way that the center of circle of the screw shell 43 and foundation bolt 45 and round steel column 1 is drawn a straight line, knighthead
The support of 3 pairs of round steel columns 1 is transmitted along straight line, improves the lateral support intensity of 3 pairs of knighthead round steel columns 1, Jin Erti
The safety and reliability of height construction.
Foregoing description is only the description to present pre-ferred embodiments, not to any restriction of the scope of the invention, this hair
Any change, the modification that the those of ordinary skill in bright field does according to the disclosure above content, belong to the protection of claims
Range.
Claims (10)
1. a kind of circle steel column temporary support bracket, which is characterized in that including one be sheathed on ferrule holder on circular steel column,
Two knightheads and two buried fixators, it is described circle steel column can opposing ferrule fixator relative movement, it is described buried solid
Determining device includes that a bottom plate for being fixed on ground and one are movably connected on threaded sleeve on the bottom plate, institute by the first pin shaft
The one end for stating two knightheads is respectively equipped with spiro rod section, and it is living that the other end of two knightheads passes through the second pin shaft respectively
Dynamic to be connected in the ferrule holder, the spiro rod section of the knighthead is threadedly coupled with the threaded sleeve, and two
Buried fixator is equal with the distance between round steel column.
2. circle steel column temporary support bracket as described in claim 1, which is characterized in that perpendicular where two knightheads
Angle between straight plane is 80~180 degree.
3. circle steel column temporary support bracket as described in claim 1, which is characterized in that perpendicular where two knightheads
Straight plane is mutually perpendicular to.
4. circle steel column temporary support bracket as described in claim 1, which is characterized in that the buried fixator further includes ground
Foot bolt, the first nut and a pair of first otic placode, one end of the foundation bolt are set in ground, the foundation bolt
It is fixed after bottom plate described in other end drawing-in by first nut, first otic placode is vertically fixed on the bottom plate, described
One end of threaded sleeve is screwed in for the spiro rod section of the knighthead, and the other end of the threaded sleeve is offered for described first
The first through hole that pin shaft passes through, the first through hole of threaded sleeve described in the first pin shaft drawing-in, and first pin shaft
Both ends be installed on corresponding first otic placode, first pin shaft is vertical with the threaded sleeve.
5. circle steel column temporary support bracket as described in claim 1, which is characterized in that two knightheads it is another
End is respectively equipped with the second through-hole passed through for the second pin shaft.
6. circle steel column temporary support bracket as described in claim 1, which is characterized in that the ferrule holder includes circle
Hoop body and two pair of second otic placode for being set to the external side of circular, hoop, described second of knighthead described in the second pin shaft drawing-in
Through-hole, and the both ends of second pin shaft are installed on corresponding second otic placode.
7. circle steel column temporary support bracket as claimed in claim 6, which is characterized in that the circle hoop body includes two and half
Round type hoop body, the both ends of two pieces of semi-circular hoop bodies connect bolt by hoop body and hoop body attaching nut connects, and two pieces semi-circular
A pair of second otic placode is symmetrically arranged on hoop body.
8. a kind of construction method of the round steel column temporary support bracket as described in any one of claim 1~7, feature
It is, includes the following steps：
Step 1 carries out line setting according to the design position of round steel column and buried fixator；
Buried fixator is respectively arranged on ground by step 2, and the distance between two buried fixators and round steel column
It is equal；
Step 3 screws in the spiro rod section of knighthead in the threaded sleeve of buried fixator；
Step 4, the ferrule holder include two pieces of semi-circular hoop bodies, and two pieces of semi-circular hoop bodies are enclosed in the circular steel
The outside of column；
Step 5 finely tunes the length of knighthead by the spiro rod section of rotational support brace, so that round steel column state in a vertical shape；
One end of two knightheads is passed through the correspondence that the second pin shaft is movably connected on the ferrule holder by step 6 respectively
On semi-circular hoop body；
The both ends of two pieces of semi-circular hoop bodies are connected bolt by hoop body and hoop body attaching nut connect, thus complete by step 7
At the installation of round steel column temporary support bracket；
Step 8, before permanent structure construction and in work progress, two knightheads provide round steel column lateral
Support force realizes the vertical deformation of round steel column by the opposite sliding between round steel column and ferrule holder.
9. the construction method of circle steel column temporary support bracket as claimed in claim 8, which is characterized in that when round steel column faces
When supporting support use after, the sequence opposite with erection sequence carries out the disassembly of round steel column temporary support bracket.
10. the construction method of circle steel column temporary support bracket as claimed in claim 8, which is characterized in that in step 2,
The bottom plate is fixed on ground by foundation bolt, and the center of circle of the threaded sleeve and foundation bolt and round steel column is linked to be one
Straight line.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810669409.0A CN108843029A (en) | 2018-06-26 | 2018-06-26 | A kind of circle steel column temporary support bracket and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810669409.0A CN108843029A (en) | 2018-06-26 | 2018-06-26 | A kind of circle steel column temporary support bracket and its construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108843029A true CN108843029A (en) | 2018-11-20 |
Family
ID=64203690
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810669409.0A Pending CN108843029A (en) | 2018-06-26 | 2018-06-26 | A kind of circle steel column temporary support bracket and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108843029A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112627622A (en) * | 2020-12-30 | 2021-04-09 | 中国建筑土木建设有限公司 | Flagpole connecting structure |
| CN113605744A (en) * | 2021-08-16 | 2021-11-05 | 广东宏丰建设工程有限公司 | Light steel assembled archaizing building |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN203603586U (en) * | 2013-11-27 | 2014-05-21 | 湖南省送变电工程公司 | Equipment support regulating device |
| CN206289864U (en) * | 2016-11-30 | 2017-06-30 | 上海二十冶建设有限公司 | Colony's short column installs supporting apparatus |
| CN206513052U (en) * | 2017-02-27 | 2017-09-22 | 北京城建十六建筑工程有限责任公司 | A kind of spring layer support and hydraulic pressure spring layer climbing system |
| CN208734106U (en) * | 2018-06-26 | 2019-04-12 | 上海建工七建集团有限公司 | A kind of circle steel column temporary support bracket |
-
2018
- 2018-06-26 CN CN201810669409.0A patent/CN108843029A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203603586U (en) * | 2013-11-27 | 2014-05-21 | 湖南省送变电工程公司 | Equipment support regulating device |
| CN206289864U (en) * | 2016-11-30 | 2017-06-30 | 上海二十冶建设有限公司 | Colony's short column installs supporting apparatus |
| CN206513052U (en) * | 2017-02-27 | 2017-09-22 | 北京城建十六建筑工程有限责任公司 | A kind of spring layer support and hydraulic pressure spring layer climbing system |
| CN208734106U (en) * | 2018-06-26 | 2019-04-12 | 上海建工七建集团有限公司 | A kind of circle steel column temporary support bracket |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112627622A (en) * | 2020-12-30 | 2021-04-09 | 中国建筑土木建设有限公司 | Flagpole connecting structure |
| CN113605744A (en) * | 2021-08-16 | 2021-11-05 | 广东宏丰建设工程有限公司 | Light steel assembled archaizing building |
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