CN206189444U - Large -scale rag bolt annular locating rack - Google Patents
Large -scale rag bolt annular locating rack Download PDFInfo
- Publication number
- CN206189444U CN206189444U CN201621161388.4U CN201621161388U CN206189444U CN 206189444 U CN206189444 U CN 206189444U CN 201621161388 U CN201621161388 U CN 201621161388U CN 206189444 U CN206189444 U CN 206189444U
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- China
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- entablature
- foundation bolt
- column
- rag bolt
- plate
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Abstract
Large -scale rag bolt annular locating rack, the accurate installation location of mainly used super large rag bolt, it is by pre -buried steel sheet, the stand, intercolumniation horizontal support, the bearing diagonal, the bottom end rail, the entablature, rag bolt location crown plate is formed with the location anchor slab, a plurality of pre -buried steel sheets are pre -buried in the concrete and be with one heart two rings shapes, the welding has a stand on every block of pre -buried steel sheet, be connected with intercolumniation horizontal support between per two stands, two columns installed on the pedestal, the top at the stand is connected to the entablature, go up transverse beam welding rag bolt location crown plate, lower transverse beam welding position anchor slab, a plurality of bearing diagonals are connected between two stands. The utility model discloses the equipment is simple, and stability is good, and rigidity is high, and construction speed is fast, has effectively practiced thrift the cost, has improved rag bolt installation accuracy and efficiency in the main equipment basis greatly.
Description
Technical field
The utility model belongs to large foundation bolt circular orientation frame, is primarily adapted for use in super-big and overweight foundation bolt and accurately pacifies
Set position.
Background technology：
For large-size chemical construction, high-strength foundation bolt in running into many large equipment bases in work progress
Pre-buried problem.Foundation built-in bolt specification is more, quantity big and construction precision requirement is very high, and indivedual bolt embedments are once generated
Larger deviation, will directly affect normal mounting and the debugging of equipment.
The content of the invention
In order to solve large equipment base super large, pre-embedded anchoring bolts quantity is more, diameter is big, weight is big, precise requirements
High and the characteristics of with anchor slab stiffener, the utility model is provided and can support large equipment base foundation bolt, lower margin spiral shell
Anchoring position anchor slab, foundation bolt positioning ring flat-plate weight and construction loads, are accurately positioned the locating rack of foundation bolt, to pre-buried lower margin
Bolt clustered control, it is ensured that foundation bolt installation accuracy and efficiency.
Large foundation bolt circular orientation frame, it is characterized in that by pre-embedded steel slab, column, intercolumniation horizontal support, bearing diagonal, under
Crossbeam, entablature, foundation bolt positioning ring flat-plate and positioning anchor slab composition, some pre-embedded steel slabs are embedded in concrete and in concentric
Double annulars, are welded with a column on every piece of pre-embedded steel slab, intercolumniation horizontal support, sill are connected between every two root posts
The middle part of column is connected to, entablature is connected to the top of column, foundation bolt positioning ring flat-plate is welded above entablature；Sill
Welding above positions anchor slab；Some bearing diagonals are connected between two root posts.
The foundation bolt positioning ring flat-plate passes through tie element and connecting bolt group by three pieces of identicals, 120 ° of fan-shaped components
Dress is formed, and 120 ° of fan-shaped components are by upper strata doughnut-shaped steel plate, lower floor's doughnut-shaped steel plate, main gusset, distance sink tube, main support, secondary branch
Support, gusset composition, upper strata doughnut-shaped steel plate are connected with lower floor's doughnut-shaped steel plate by main gusset, distance sink tube, main support, secondary support, company
Tie-rod is combined into the middle hardened system with triangle rock-steady structure.
The utility model assembling is simple, and good stability, rigidity is high, and speed of application is fast, is effectively saved cost, greatly improves
Foundation bolt installation accuracy and efficiency in large equipment base.
Brief description of the drawings
Fig. 1 is the structure chart of the utility model embodiment.
Fig. 2 is the top view of the utility model embodiment.
Fig. 3 is the local structural graph of the utility model embodiment.
Fig. 4 is the structure chart of foundation bolt positioning ring flat-plate in the utility model.
Fig. 5 is that the utility model embodiment is completed rear structure chart.
Fig. 6 is the overlook direction view of Fig. 5.
In figure, 1-pre-embedded steel slab, 2-column, 3-bottom radial direction intercolumniation horizontal brace, 4-bottom radial direction diagonal brace, 5-under
The tangential diagonal brace in portion, 6-sill, 7-positioning anchor slab, 8-top intercolumniation horizontal brace, 9-top radial direction diagonal brace, 10-top string
To diagonal brace, 11-entablature, 12-foundation bolt positioning ring flat-plate, 13-foundation bolt, 121-anchor (bolt) hole, 122-secondary branch
Support, 123-main support, 124-link bar, 125-gusset, 126-connecting plate, 127-connecting bolt, 128-bolt is linked,
129-1 links bolt hole, 1210-upper strata doughnut-shaped steel plate, 1211-lower floor doughnut-shaped steel plate, 1212-main gusset, 1213-fixed
Away from pipe.
Specific embodiment
Embodiment：In cushion construction, pre-embedded steel slab 1 is arranged on specified location.
Shown in Fig. 1, Fig. 2, Fig. 3, large foundation bolt circular orientation frame, by pre-embedded steel slab 1, column 2, intercolumniation level branch
Support, bearing diagonal, sill 6, entablature 11, foundation bolt positioning ring flat-plate 12 and positioning anchor slab 7 are constituted, and some pre-embedded steel slabs are pre-buried
In concrete and in double annulars with one heart, a column is welded with every piece of pre-embedded steel slab, is connected between every two root posts
Intercolumniation horizontal support, sill is connected to the middle part of column, and entablature is connected to the top of column, lower margin is welded above entablature
Bolt positions ring flat-plate；Positioning anchor slab is welded above sill；Some bearing diagonals are connected between two root posts.
Intercolumniation horizontal support includes bottom radial direction intercolumniation horizontal brace 3 and top intercolumniation horizontal brace 8；Top intercolumniation horizontal brace 8
It is arranged on the top of column and is connected between column, bottom radial direction intercolumniation horizontal brace 3 is arranged on below sill and is connected to
Between column.
Bearing diagonal includes the tangential diagonal brace 5 of bottom radial direction diagonal brace 4, bottom, top radial direction diagonal brace 9 and the tangential diagonal brace 10 in top；
The tangential diagonal brace 5 of bottom radial direction diagonal brace 4, bottom be located at sill under, the tangential diagonal brace 10 of top radial direction diagonal brace 9, top be located at it is upper,
Between sill.
Foundation bolt 13 is arranged between column and positions ring flat-plate 12 and positioning anchor slab 7 through foundation bolt.
The positioning anchor slab 7 is an annular steel plate.
Column is made with entablature, sill using channel-section steel；
Bottom radial direction intercolumniation horizontal brace, bottom radial direction diagonal brace, the tangential diagonal brace in bottom, top intercolumniation horizontal brace, top are radially
Diagonal brace, the tangential diagonal brace in top are made using angle steel.
Shown in Fig. 4, Fig. 5, Fig. 6, foundation bolt position ring flat-plate 12 by three pieces of 120 ° of fan-shaped components by connecting bolt 127,
Bar 124 is linked, bolt 127 is linked and is assembled.Main support 123, secondary support 122, link bar 124 and constitute.
120 ° of fan-shaped components pass through main gusset 1212, distance sink tube by upper strata doughnut-shaped steel plate 1210, lower floor's doughnut-shaped steel plate 1211
1213 connections, rigidity reinforcement is carried out by main support 123,122 pairs of 120 ° of fan-shaped components of secondary support, is welded with main support 123
Gusset 125, has 5 to link bolt hole 129 on gusset 125.
Production order of the present utility model：Column 2 is first welded on pre-embedded steel slab 1；Bottom is installed radially between column 2
Intercolumniation horizontal brace 3, the tangential diagonal brace 5 of bottom radial direction diagonal brace 4, bottom, sill 6；Positioning anchor slab 7 is then installed, positioning anchor slab 7 is pacified
After the completion of dress, top intercolumniation horizontal brace 8, the top tangential diagonal brace 10, entablature of radial direction diagonal brace 9, top is installed between column 2
11；Then mounting foot bolt positions ring flat-plate 12 on entablature 11；Last mounting foot bolt 13.
Claims (2)
1. large foundation bolt circular orientation frame, it is characterized in that by pre-embedded steel slab, column, intercolumniation horizontal support, bearing diagonal, lower horizontal stroke
Beam, entablature, foundation bolt positioning ring flat-plate and positioning anchor slab composition, some pre-embedded steel slabs are embedded in concrete and in double with one heart
Annular, is welded with a column on every piece of pre-embedded steel slab, intercolumniation horizontal support is connected between every two root posts, and sill connects
The middle part of column is connected on, entablature is connected to the top of column, foundation bolt positioning ring flat-plate is welded above entablature；On sill
Face welding positioning anchor slab；Some bearing diagonals are connected between two root posts.
2. large foundation bolt circular orientation frame according to claim 1, it is characterized in that the foundation bolt position ring flat-plate by
Three pieces of identicals, 120 ° of fan-shaped components are assembled by tie element and connecting bolt, and 120 ° of fan-shaped components are by upper strata ring
Shape steel plate, lower floor's doughnut-shaped steel plate, main gusset, distance sink tube, main support, secondary support, gusset composition, upper strata doughnut-shaped steel plate and lower floor's ring
Shape steel plate by main gusset, distance sink tube connect, main support, secondary support, link bar composition.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621161388.4U CN206189444U (en) | 2016-11-01 | 2016-11-01 | Large -scale rag bolt annular locating rack |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621161388.4U CN206189444U (en) | 2016-11-01 | 2016-11-01 | Large -scale rag bolt annular locating rack |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206189444U true CN206189444U (en) | 2017-05-24 |
Family
ID=58732811
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621161388.4U Active CN206189444U (en) | 2016-11-01 | 2016-11-01 | Large -scale rag bolt annular locating rack |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206189444U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109811784A (en) * | 2019-03-11 | 2019-05-28 | 中建四局第一建筑工程有限公司 | A kind of fixing means and device of big raft foundation stiffened column foundation bolt anchor slab |
-
2016
- 2016-11-01 CN CN201621161388.4U patent/CN206189444U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109811784A (en) * | 2019-03-11 | 2019-05-28 | 中建四局第一建筑工程有限公司 | A kind of fixing means and device of big raft foundation stiffened column foundation bolt anchor slab |
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