CN206052565U - A kind of beam-column type bracket - Google Patents
A kind of beam-column type bracket Download PDFInfo
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- CN206052565U CN206052565U CN201621021481.5U CN201621021481U CN206052565U CN 206052565 U CN206052565 U CN 206052565U CN 201621021481 U CN201621021481 U CN 201621021481U CN 206052565 U CN206052565 U CN 206052565U
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- column type
- girder
- absolute altitude
- steel buttress
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Abstract
The utility model discloses a kind of beam-column type bracket, belong to outstanding and fill beam technical field of construction, its structure includes strip footing, steel buttress, bearing beam, girder, crossbeam, absolute altitude adjusting bracket and spreader beam, strip footing includes multiple, the top of each strip footing is provided with multiple steel buttresses, the top of each steel buttress is respectively arranged with horizontal bearing beam, the top of bearing beam is provided with longitudinal girder, girder includes multiple, the top of girder is provided with multiple crossbeams, the top of crossbeam is provided with absolute altitude adjusting bracket, the top of absolute altitude adjusting bracket is provided with spreader beam, spreader beam includes cross direction profiles beam and genesis analysis beam, the top of genesis analysis beam is mould, absolute altitude adjusting bracket includes scaffold, collet and jacking, the top and bottom of scaffold is respectively arranged with rotation nut.This utility model has easy for installation, can efficiently complete outstanding the features such as fill beam construction to reduce the impact to surrounding resident.
Description
Technical field
This utility model is related to a kind of outstanding filling beam technical field of construction, especially a kind of beam-column type bracket.
Background technology
It is increasing with the intercity track railway construction of China, when intercity track railway crosses over urban road, adopt more
With the outstanding bridge structure for filling beam；Such as Pearl River Delta fringe tabernaemontanus bulrush depth inter-city passenger rail is crossed over through the bustling urban district in Guangzhou, Dongguan and Shenzhen
Urban road is just more using the outstanding filling beam of the little span structure forms such as (30+45+30) m, (30+50+30) m and (35+60+35) m
Up at 51.The outstanding beam that fills is constructed paragraph by paragraph using Hanging Basket equipment, and the outstanding beams that fill of such as (35+60+35) m are divided into 10 segmental constructions, each section
The section design and construction cycle is at least 12 days, and construction period is longer, for a long time to nearby residents life office, urban transportation and city
Management is interfered.
Utility model content
Technical assignment of the present utility model is to provide a kind of beam-column type bracket for above-mentioned deficiency of the prior art, and this one
Kind of beam-column type bracket has easy for installation, efficiently can complete outstanding to fill beam construction to reduce the spy of the impact to surrounding resident
Point.
This utility model solves the technical scheme adopted by its technical problem：
A kind of beam-column type bracket, it includes strip footing, steel buttress, bearing beam, girder, crossbeam, absolute altitude adjusting bracket and divides
Cloth beam, described strip footing includes multiple, and along pontic longitudinal arrangement, the top of each strip footing is provided with multiple steel
Pier, the top of each steel buttress are respectively arranged with horizontal bearing beam, and the top of bearing beam is provided with longitudinal girder, described girder
Including multiple, it is uniformly arranged along bearing beam horizontal direction, the top of described girder is provided with multiple uniform along girder longitudinal direction
The crossbeam of setting, the top of described crossbeam are provided with absolute altitude adjusting bracket, and the top of described absolute altitude adjusting bracket is provided with
Spreader beam, described spreader beam include cross direction profiles beam and genesis analysis beam, and described cross direction profiles beam is arranged on absolute altitude regulation
The top of support, the bottom of genesis analysis beam, the top of described genesis analysis beam is mould, described absolute altitude adjusting bracket bag
Scaffold, collet and jacking are included, described collet is arranged on the bottom of scaffold, and jacking is arranged on the top of scaffold, described
Scaffold top and bottom be respectively arranged with one end of rotation nut, described collet and jacking and insert in scaffold respectively
It is interior, and be connected with rotation nut thread.
The bottom of the strip footing described in each is respectively arranged with multiple prestressed concrete pipe piles, under each steel buttress
Portion's one prestressed concrete pipe pile of correspondence, up and down the centrage coincidence of corresponding steel buttress and prestressed concrete pipe pile.
Connecting plate is provided with the circumferencial direction of the steel buttress described in each, is provided between two adjacent steel buttresses
Tranverse connecting rod and diagonal control arm, are connected by connecting plate between described tranverse connecting rod and diagonal control arm and steel buttress.
Steel buttress described in each is rolled for the steel plate of 10mm by thickness and is formed, and is made up of more piece, including the long standards of 4m
The adjustment section of section and 0.5m, 1m, 2m.
The upper and lower for often saving steel buttress is respectively arranged with ring flange, is provided with bolt hole on ring flange, and adjacent two
It is connected through the bolt hole on ring flange by bolt between section steel buttress.
The thickness of described ring flange is 16mm, a diameter of 24mm of the bolt hole on ring flange, and ring is away from for 100mm.
The width of described strip footing is 1m, is highly 0.5m, and length is 10m.
Described bearing beam adopts Two bors d's oeuveres I-steel.
With the cast-in-place outstanding method for filling beam of above-mentioned beam-column type bracket, comprise the following steps：Set using strip footing ground pre-
Prestressed concrete pile tube, after construction reaches design requirement, unification at the top of prestressed concrete pipe pile is cut flat with, strip footing is carried out
Construction, pours strip footing, matches somebody with somebody compression-resistant structure reinforcing bar in strip footing, pre-embedded anchoring bolts when pouring strip footing, for
The connection of steel buttress；
Steel buttress is connected with strip footing by foundation bolt, often section steel buttress bottom and the equal welding flange in top, and two
It is bolted between section steel buttress, steel buttress connecting plate provided circumferentially about, for being connected with each other for steel buttress, it is ensured which is whole
Body stability；
A steel for connecting socle arranges multiple horizontal bearing beams；
Multiple longitudinal girders are set on bearing beam top, load is sequentially delivered to bearing beam, steel buttress and bar shaped base by girder
Plinth；
On girder top, multiple crossbeams being uniformly arranged along girder longitudinal direction are set；
On crossbeam top, absolute altitude adjusting bracket is set；
Absolute altitude adjusting bracket top sets gradually cross direction profiles beam and genesis analysis beam；
Mould is placed on the top of genesis analysis beam, the outstanding primary concreting for filling beam is then carried out.
A kind of beam-column type bracket of the present utility model compared to the prior art, with beneficial effect following prominent：Can one
Secondary to pour molding, easy for installation, stability is strong, accelerates the outstanding project progress for filling beam construction, improves labor productivity, reduces
The features such as interference to the long-time that nearby residents life office, urban transportation and city management are caused.
Description of the drawings
Accompanying drawing 1 is a kind of main structure diagram of beam-column type bracket；
Accompanying drawing 2 is steel buttress overlooking the structure diagram；
Accompanying drawing 3 is a kind of left view structural representation of beam-column type bracket；
Accompanying drawing 4 is steel buttress connection diagram；
Accompanying drawing 5 is the partial enlarged drawing shown in Fig. 1；
Description of reference numerals：1st, strip footing, 2, prestressed concrete pipe pile, 3, steel buttress, 31, connecting plate, 32, flange
Disk, 4, tranverse connecting rod, 5, diagonal control arm, 6, bearing beam, 7, girder, 8, crossbeam, 9, absolute altitude adjusting bracket, 91, scaffold, 92, collet,
93rd, jacking, 94, rotation nut, 10, cross direction profiles beam, 11, genesis analysis beam, 12, mould.
Specific embodiment
A kind of beam-column type bracket of the present utility model is described in detail below with reference to Figure of description 1 to accompanying drawing 5.
A kind of beam-column type bracket of the present utility model, its structure include strip footing 1, steel buttress 3, bearing beam 6, girder 7, horizontal stroke
Beam 8, absolute altitude adjusting bracket 9 and spreader beam, described strip footing 1 include it is multiple, along pontic longitudinal arrangement, each strip footing
1 top is provided with multiple steel buttresses 3, and the top of each steel buttress 3 is respectively arranged with horizontal bearing beam 6, and the top of bearing beam 6 sets
It is equipped with longitudinal girder 7, described girder 7 includes multiple, is uniformly arranged along 6 horizontal direction of bearing beam, the top of described girder 7
Multiple crossbeams 8 being uniformly arranged along 7 longitudinal direction of girder are provided with, the top of described crossbeam 8 is provided with absolute altitude adjusting bracket
9, the top of described absolute altitude adjusting bracket 9 is provided with spreader beam, and described spreader beam includes cross direction profiles beam 10 and longitudinal direction point
Cloth beam 11, described cross direction profiles beam 10 are arranged on the top of absolute altitude adjusting bracket 9, the bottom of genesis analysis beam 11, described
The top of genesis analysis beam 11 is mould, and described absolute altitude adjusting bracket 9 includes scaffold 91, collet 92 and jacking 93, described
Collet 92 be arranged on the bottom of scaffold 91, jacking 93 is arranged on the top of scaffold 91, the top of described scaffold 91
One end that rotation nut 94, described collet 92 and jacking 93 are respectively arranged with bottom is inserted in scaffold 91 respectively, and with
Rotation nut 94 is threadedly coupled.
The bottom of the strip footing 1 described in each is respectively arranged with multiple prestressed concrete pipe piles 2, each steel buttress 3
Bottom one prestressed concrete pipe pile 2 of correspondence, the upper and lower center of corresponding steel buttress 3 and prestressed concrete pipe pile 2
Line overlaps.
Connecting plate 31 is provided with the circumferencial direction of the steel buttress 3 described in each, is set between two adjacent steel buttresses 3
Tranverse connecting rod 4 and diagonal control arm 5 are equipped with, are connected by connecting plate 31 between described tranverse connecting rod 4 and diagonal control arm 5 and steel buttress 3, connected
The thickness of plate 31 is 15mm, for being connected with each other for adjacent steel buttress 3, it is ensured that its stability in the large.
Steel buttress 3 described in each is rolled for the steel plate of 10mm by thickness and is formed, and is made up of more piece, including the long standards of 4m
The adjustment section of section and 0.5m, 1m, 2m.
The upper and lower for often saving steel buttress 3 is respectively arranged with ring flange 32, and bolt hole is provided with ring flange 32, adjacent
Two section steel buttresses 3 between be connected through the bolt hole on ring flange 32 by bolt.
The thickness of described ring flange 32 be 16mm, a diameter of 24mm of the bolt hole on ring flange 32, ring away from for
100mm。
The width of described strip footing 1 is 1m, is highly 0.5m, and length is 10m.
Described bearing beam 6 adopts Two bors d's oeuveres I-steel.
With the cast-in-place outstanding method for filling beam of above-mentioned beam-column type bracket, comprise the following steps：Set using 1 ground of strip footing pre-
Prestressed concrete pile tube 2, after construction reaches design requirement, unification at the top of prestressed concrete pipe pile 2 is cut flat with, bar shaped base is carried out
Plinth 1 is constructed, and pours strip footing 1, with compression-resistant structure reinforcing bar in strip footing 1, pre-embedded anchoring bolts when pouring strip footing 1,
For the connection with steel buttress 3；
Steel buttress 3 is connected with strip footing 1 by foundation bolt, often saves the 3 equal welding flange in bottom and top of steel buttress
32, it is bolted between two section steel buttresses 3,3 connecting plate provided circumferentially about 31 of steel buttress, for the mutually interconnection of steel buttress 3
Connect, it is ensured that its stability in the large；
3 top of steel buttress for connecting arranges multiple horizontal bearing beams 6；Bearing beam 6 is connected using U-shaped card with steel buttress 3；
Multiple longitudinal girders 7 are set on 6 top of bearing beam, load is sequentially delivered to bearing beam 6, steel buttress 3 and bar by girder 7
Shape basis 1；Girder 7 adopts Bailey beam, girder 7 to be connected using U-shaped card with bearing beam 6；
On 7 top of girder, multiple crossbeams 8 being uniformly arranged along 7 longitudinal direction of girder are set；Crossbeam 8 adopts I-steel, cloth
Spacing 60cm is put, girder 7 is connected using U-shaped card with crossbeam 8；
On 8 top of crossbeam, absolute altitude adjusting bracket 9 is set；Absolute altitude is adjusted to designed elevation using jacking 93 and collet 92,
Horizontal and vertical spacing is 60cm；
9 top of absolute altitude adjusting bracket sets gradually cross direction profiles beam 10 and genesis analysis beam 11；Cross direction profiles beam 10 is adopted
I-steel, spacing 60cm, genesis analysis beam 11 adopt 10cm × 10cm lumps of wood, spacing 20cm；
Mould 12 is placed on the top of genesis analysis beam 11, the outstanding primary concreting for filling beam is then carried out.
Illustrative embodiments listed above for understanding that this utility model is used, are only not to described by this utility model
The restriction of technical scheme, about the those of ordinary skill in field, on the basis of technical scheme described in claim, can also make
Go out various changes or deformation, the change or deformation of all equivalents should all cover claims of the present utility model it
It is interior.This utility model does not describe part in detail, is the known technology of those skilled in the art of the present technique.
Claims (8)
1. a kind of beam-column type bracket, is characterized in that：Including strip footing, steel buttress, bearing beam, girder, crossbeam, absolute altitude adjusting bracket
And spreader beam, described strip footing includes multiple, and along pontic longitudinal arrangement, the top of each strip footing is provided with multiple steel
Buttress, the top of each steel buttress are respectively arranged with horizontal bearing beam, and the top of bearing beam is provided with longitudinal girder, described master
Beam includes multiple, is uniformly arranged along bearing beam horizontal direction, and the top of described girder is provided with multiple equal along girder longitudinal direction
The crossbeam of even setting, the top of described crossbeam are provided with absolute altitude adjusting bracket, and the top of described absolute altitude adjusting bracket is arranged
Beam is distributed, described spreader beam includes cross direction profiles beam and genesis analysis beam, and described cross direction profiles beam is arranged on absolute altitude tune
The section top of support, the bottom of genesis analysis beam, the top of described genesis analysis beam is mould, described absolute altitude adjusting bracket
Including scaffold, collet and jacking, described collet is arranged on the bottom of scaffold, and jacking is arranged on the top of scaffold, institute
The top and bottom of the scaffold stated is respectively arranged with one end of rotation nut, described collet and jacking and inserts in scaffold respectively
It is interior, and be connected with rotation nut thread.
2. a kind of beam-column type bracket according to claim 1, is characterized in that：The bottom difference of the strip footing described in each
Multiple prestressed concrete pipe piles are provided with, bottom one prestressed concrete pipe pile of correspondence of each steel buttress, up and down relatively
The steel buttress answered and the centrage of prestressed concrete pipe pile overlap.
3. a kind of beam-column type bracket according to claim 1, is characterized in that：On the circumferencial direction of the steel buttress described in each
Connecting plate is provided with, between two adjacent steel buttresses, tranverse connecting rod and diagonal control arm, described tranverse connecting rod and diagonal control arm is provided with
It is connected by connecting plate between steel buttress.
4. a kind of beam-column type bracket according to claim 1, is characterized in that：Steel buttress described in each is 10mm by thickness
Steel plate roll and form, and be made up of more piece, including the long standard knots of 4m and the adjustment section of 0.5m, 1m, 2m.
5. a kind of beam-column type bracket according to claim 4, is characterized in that：The upper and lower for often saving steel buttress sets respectively
Ring flange is equipped with, bolt hole is provided with ring flange, by bolt through the spiral shell on ring flange between two adjacent section steel buttresses
Keyhole is connected.
6. a kind of beam-column type bracket according to claim 5, is characterized in that：The thickness of described ring flange be 16mm, method
A diameter of 24mm of the bolt hole on blue disk, ring is away from for 100mm.
7. a kind of beam-column type bracket according to claim 1, is characterized in that：The width of described strip footing is 1m, high
Spend for 0.5m, length is 10m.
8. a kind of beam-column type bracket according to claim 1, is characterized in that：Described bearing beam adopts Two bors d's oeuveres I-steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621021481.5U CN206052565U (en) | 2016-08-31 | 2016-08-31 | A kind of beam-column type bracket |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621021481.5U CN206052565U (en) | 2016-08-31 | 2016-08-31 | A kind of beam-column type bracket |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206052565U true CN206052565U (en) | 2017-03-29 |
Family
ID=58374365
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621021481.5U Active CN206052565U (en) | 2016-08-31 | 2016-08-31 | A kind of beam-column type bracket |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206052565U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106381810A (en) * | 2016-08-31 | 2017-02-08 | 中铁十四局集团第四工程有限公司 | Beam-and-column type bracket and method for casting-in-place cantilever perfusion beam with beam-and-column type bracket |
| CN108557031A (en) * | 2018-06-09 | 2018-09-21 | 西南石油大学 | A kind of box buttress of FPSO upper modules of semi-sliding |
-
2016
- 2016-08-31 CN CN201621021481.5U patent/CN206052565U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106381810A (en) * | 2016-08-31 | 2017-02-08 | 中铁十四局集团第四工程有限公司 | Beam-and-column type bracket and method for casting-in-place cantilever perfusion beam with beam-and-column type bracket |
| CN108557031A (en) * | 2018-06-09 | 2018-09-21 | 西南石油大学 | A kind of box buttress of FPSO upper modules of semi-sliding |
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