CN203346882U - Column base - Google Patents
Column base Download PDFInfo
- Publication number
- CN203346882U CN203346882U CN2011900008272U CN201190000827U CN203346882U CN 203346882 U CN203346882 U CN 203346882U CN 2011900008272 U CN2011900008272 U CN 2011900008272U CN 201190000827 U CN201190000827 U CN 201190000827U CN 203346882 U CN203346882 U CN 203346882U
- Authority
- CN
- China
- Prior art keywords
- suspension column
- linkage unit
- bolt shell
- hole
- main linkage
- 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.)
- Expired - Lifetime
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/22—Sockets or holders for poles or posts
- E04H12/2253—Mounting poles or posts to the holder
- E04H12/2276—Clamping poles or posts on a stub
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/72—Pile shoes
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
- E04B1/215—Connections specially adapted therefor comprising metallic plates or parts
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a column base used for fixing a reinforced concrete column onto a foundation support. The column base (1) comprises a bolt shell (4) and a main connection unit (8), wherein the bolt shell comprises a substrate (6) provided with a bolt hole (5) and lateral boards (7), and the main connection unit (8) is connected to the bolt shell (4) and is used for fixing the column base (1) and the reinforced concrete column (2) together. The bolt shell (4) is manufactured in a casting mode to enable the bolt shell (4) to comprise a cast piece (9) which comprises the substrate (6) and the lateral boards (7).
Description
Technical field
The utility model relates in the lower vertex angle part that is used in reinforced concrete post or corresponding concrete element post or side with the suspension column on the bolt that pillar is fixed on to the base for post structure.
Background technology
From open FI 118186, recognize for reinforced concrete post being fixed on to the suspension column pedestal.This suspension column comprises the substrate with bolt hole and is fixed by welding on substrate to form the side plate of bolt shell.This suspension column also comprises the main connector be fixed on the bolt shell so that suspension column and reinforced concrete post are linked together.Also from open FI 95164 and SE 511 606, recognize such suspension column.
A problem of these known suspension columns are substrates with side plate between be connected, being connected between substrate and side plate is to be welded to connect and therefore to produce peak stress.Be welded to connect the connection distortion also increased under load, thereby greatly reduce the integral rigidity that connects the connection of the reinforced concrete post of implementing as bolt.Another problem is to cause by transmitting eccentric force and being connected to structural rear connectors at independent working stage.The conventional method of implementing rear connectors has reduced suspension column and has arranged into little column section.Manufacture as independent working stage the cost of production that rear connectors has also increased product.The enforcement that main connector is fixed to the mode of welding on frame element or other types also is considered to welded problem.In all known schemes, require multistage production, because by by welding assembly each simple components together, forming finished product.
The utility model content
The purpose of this utility model is to address the above problem.
Realize the purpose of this utility model by the described suspension column of following embodiment.
The invention provides a kind ofly for reinforced concrete post being fixed on to the suspension column on pedestal, described suspension column comprises: the bolt shell, and described bolt shell comprises substrate and the side plate with bolt hole; With the main linkage unit be fixed on described bolt shell, for described suspension column and described reinforced concrete post are fixed together, described bolt shell is manufactured by forging type, makes described bolt shell comprise a foundry goods, and described foundry goods comprises substrate and side plate.
Preferred embodiment of the present utility model has below been described.
According to suspension column of the present utility model, the bolt hole of described substrate forms in casting process.
According to suspension column of the present utility model, the elongate groove that described main linkage unit is used is formed on the side plate of described bolt shell.
According to suspension column of the present utility model, described main linkage unit is fixed by welding on described elongate groove.
According to suspension column of the present utility model, at least one hole is formed in described bolt shell, and described main linkage unit is at least partially disposed in described hole.
According to suspension column of the present utility model, it has main linkage unit, and described main linkage unit is pressed into by described bolt shell the mode engaged with described main linkage unit by the position in described hole and is fixed on the side plate of described bolt shell.
According to suspension column of the present utility model, it has hole, described hole has internal thread, there is at least one main linkage unit with it, described main linkage unit has the external screw thread of coupling, makes by described main linkage unit is screwed to the mode in described hole and described main linkage unit is fixed in described hole.
According to suspension column of the present utility model, have by sleeve pipe and be fixed on the main linkage unit in described hole, make described sleeve pipe be arranged in described hole, and make described main linkage unit be arranged at least in part described sleeve pipe, thereby respectively between described hole and described sleeve pipe and form the structure locking be connected or frictional connection between described sleeve pipe and described main linkage unit.
According to suspension column of the present utility model, it has main linkage unit, and described main linkage unit comprises at least one reinforcing rib.
According to suspension column of the present utility model, described suspension column comprises rear linkage unit, for the reduced levels power of horizontal couple of force is passed to reinforced concrete post, wherein the reduced levels power in horizontal couple of force is that eccentric position by the bolt of the position with respect to being positioned at described main linkage unit and described bolt hole produces.
According to suspension column of the present utility model, described rear linkage unit comprises reinforcing rib.
According to suspension column of the present utility model, described rear linkage unit comprises board.
According to suspension column of the present utility model, described rear linkage unit comprises flexible coil.
According to suspension column of the present utility model, described rear linkage unit comprises flexible wires, and pressure sleeve is connected thereto.
According to suspension column of the present utility model, form at least one the connection lug stretched out from described bolt shell by the mode on the bolt shell that is cast in described suspension column, for strengthening being fastenedly connected between described bolt shell and described reinforced concrete post.
According to suspension column of the present utility model, it has at least one and connects lug, and described connection lug has at least one connecting hole.
According to suspension column of the present utility model, the bolt shell of described suspension column has superstructure.
According to suspension column of the present utility model, described superstructure is formed with at least one hole that described main linkage unit is used.
According to suspension column of the present utility model, described superstructure is formed with at least one slit that described main linkage unit is used.
The utility model is based on following theory: because the bolt shell is manufactured by forging type, make the bolt shell comprise and have a foundry goods of substrate and side plate, so do not produce peak stress between substrate and side plate.This is because, as the result of casting, produce the seam of homogeneous quality between substrate and side plate.In addition, the bolt shell is designed such that the connection between each main connector can carry out simply in a working stage.The bolt shell also can be formed and make the rear connectors of stablizing eccentric force directly form in casting.On the other hand, the bolt shell allows to use flexible wires as rear connectors, and flexible wires allows to minimize the size in the required post in coupling part or wall cross section.
The advantage of the bolt shell of manufacturing by casting according to the utility model is cost benefit, size accuracy and less bias, thereby allows the coupling part of light weight.With welded construction, compare, the inner space of bolt shell is less due to casting, does not have thus the space do not utilized, and on the other hand, allows the bolt shell of smaller szie.The bolt shell of manufacturing by welding has the weld seam between substrate and side plate in shell inside usually, and weld seam occurs from substrate, and needs between the pad of the nuts and bolt shell that is fixed to the bolt on the bolt shell.This causes that the bolt shell of welding always can not be manufactured resemble casting bolt shell compact.
According in a scheme of the present utility model, the bolt shell consists of a foundry goods.
The accompanying drawing explanation
Further describe preferred embodiment of the present utility model below in conjunction with accompanying drawing, in accompanying drawing:
Fig. 1 illustrates the first preferred embodiment according to suspension column of the present utility model askance from front;
Fig. 2 illustrates the suspension column shown in Fig. 1 from behind askance;
Fig. 3 illustrates the suspension column shown in Fig. 1 from the side askance;
Fig. 4 illustrates the suspension column shown in Fig. 1 from the side askance;
Fig. 5 from top direct-view the suspension column shown in Fig. 1 is shown;
Fig. 6 from following direct-view the suspension column shown in Fig. 1 is shown;
Fig. 7 illustrates the bolt shell of the suspension column shown in Fig. 1 askance from front;
Fig. 8 illustrates the bolt shell of the suspension column shown in Fig. 1 from behind askance;
Fig. 9 illustrates the bolt shell of the suspension column shown in Fig. 1 from the side askance;
Figure 10 is from the top bolt shell that suspension column shown in Fig. 1 is shown with looking at straight;
Figure 11 is from the following bolt shell that suspension column shown in Fig. 1 is shown with looking at straight;
Figure 12 illustrates the second preferred embodiment according to suspension column of the present utility model;
Figure 13 illustrates the 3rd preferred embodiment according to suspension column of the present utility model;
Figure 14 illustrates the 4th preferred embodiment according to suspension column of the present utility model;
Figure 15 illustrates the reinforced concrete post be fixed on pedestal;
Figure 16 illustrates the second embodiment of the bolt shell of suspension column askance from front;
Figure 17 illustrates the bolt shell of the suspension column shown in Figure 16 from behind askance;
Figure 18 illustrates the bolt shell of the suspension column shown in Figure 16 from the side askance;
Figure 19 is from the following bolt shell that suspension column shown in Figure 16 is shown with looking at straight;
Figure 20 is from the top bolt shell that suspension column shown in Figure 16 is shown with looking at straight;
Figure 21 illustrates the 3rd embodiment of the bolt shell of suspension column askance from front;
Figure 22 illustrates the bolt shell of the suspension column shown in Figure 21 from behind askance;
Figure 23 illustrates the bolt shell of the suspension column shown in Figure 21 from the side askance;
Figure 24 is from the following bolt shell that suspension column shown in Figure 21 is shown with looking at straight;
Figure 25 is from the top bolt shell that suspension column shown in Figure 21 is shown with looking at straight;
Figure 26 illustrates the 4th embodiment of the bolt shell of suspension column askance from front;
Figure 27 illustrates the bolt shell of the suspension column shown in Figure 26 from behind askance;
Figure 28 illustrates the bolt shell of the suspension column shown in Figure 26 from the side askance;
Figure 29 is from the following bolt shell that suspension column shown in Figure 26 is shown with looking at straight;
Figure 30 is from the top bolt shell that suspension column shown in Figure 26 is shown with looking at straight;
Figure 31 illustrates the 5th embodiment of the bolt shell of suspension column askance from front;
Figure 32 illustrates the bolt shell of the suspension column shown in Figure 31 from behind askance;
Figure 33 illustrates the bolt shell of the suspension column shown in Figure 31 from the side askance;
Figure 34 is from the following bolt shell that suspension column shown in Figure 31 is shown with looking at straight;
Figure 35 is from the top bolt shell that suspension column shown in Figure 31 is shown with looking at straight;
Figure 36 illustrates the 6th embodiment of the bolt shell of suspension column askance from front;
Figure 37 illustrates the bolt shell of the suspension column shown in Figure 36 from behind askance;
Figure 38 illustrates the bolt shell of the suspension column shown in Figure 36 from the side askance;
Figure 39 is from the following bolt shell that suspension column shown in Figure 36 is shown with looking at straight; With
Figure 40 is from the top bolt shell that suspension column shown in Figure 36 is shown with looking at straight.
The specific embodiment
The purpose of this utility model is a kind of for example, for example, for reinforced concrete post 2 (, concrete column element) being fixed on to the suspension column 1 on pedestal 3 (, the ground of building or corresponding load-carrying members element).Figure 15 illustrates on it pedestal 3 that is fixed with reinforced concrete post 2.
Fig. 1～6 illustrate the first preferred embodiment of suspension column 1.
A described foundry goods 9 preferably but not necessarily by cast steel or cast iron manufacture, formed.
In the drawings, bolt shell 4 consists of a foundry goods 9.Yet obviously, except this foundry goods 9, bolt shell 4 can also comprise the part be fixed on this foundry goods 9.
The bolt hole 5 of substrate 6 can form in casting process.Yet obviously, the bolt hole 5 in the substrate 6 of bolt shell 4 can process on the substrate 6 at bolt shell 4 at least in part after casting.
The elongate groove 16 of main linkage unit 8 use can be formed on the side plate 7 of bolt shell 4 or at least process by forging type.In the drawings, two elongate grooves 16 of main linkage unit 8 use are formed on the side plate 7 of bolt shell 4 by forging type.In the drawings, two main linkage units 8 are fixed by welding on elongate groove 16.On the side plate 7 of bolt shell 4, can also form or, at least in part by being processed to form hole 17 or a plurality of hole, main linkage unit 8 is at least partially disposed in it by forging type.In the situation that form hole in the side plate 7 of bolt shell 4, main linkage unit 8 can be by being pressed into bolt shell 4 in 17 position, hole on the side plate 7 that the mode engaged with main linkage unit 8 is fixed on bolt shell 4, that is, by bolt shell 4 being pressed into main linkage unit 8, engage.The side plate 7 of bolt shell 4 can also only have a hole 17, described hole has the internal thread (not shown), and there is at least one main linkage unit 8 of the external screw thread (not shown) with coupling, make by main linkage unit 8 is screwed to the mode in hole 17 and main linkage unit 8 is fixed in hole 17.Can also there is at least one main linkage unit 8, it is fixed in hole 17 by the sleeve pipe (not shown), make described sleeve pipe be arranged in hole 17, and main linkage unit 8 is arranged in sleeve pipe at least in part, thereby form for example structure locking (form-locked) respectively between hole 17 and sleeve pipe and between sleeve pipe and main linkage unit 8 or friction lock is connected.
The bolt shell 4 of suspension column can have superstructure 19.Figure 26～30 and Figure 31～35 illustrate the bolt shell 4 with this superstructure 19.In Figure 26～30, superstructure 19 has two holes 17 that main linkage unit is used.Can also there is at least one hole 17, described hole has the internal thread (not shown), and there is at least one main linkage unit 8 of the external screw thread (not shown) with coupling, make the mode by main linkage unit 8 is screwed in hole 17 that main linkage unit 8 is fixed in hole 17.Can also there is at least one main linkage unit 8, it is fixed in hole 17 by the sleeve pipe (not shown), make described sleeve pipe be arranged in hole 17, and main linkage unit 8 is arranged in sleeve pipe at least in part, thereby form for example structure locking respectively between hole 17 and sleeve pipe and between sleeve pipe and main linkage unit 8 or friction lock is connected.In Figure 31～35, superstructure 19 is formed with two slits 20 that main linkage unit is used, and main linkage unit 8 can be arranged in slit, makes them pass through subsequently solder joints.
In the drawings, main linkage unit 8 comprises reinforcing rib 11.
In Fig. 1～6, rear linkage unit 10 comprises reinforcing rib 11.
In Figure 12, rear linkage unit 10 comprises the board 12 be fixed on bolt shell 4 and is fixed on the reinforcing rib 11 on board 12.
In Figure 13, rear linkage unit 10 comprises flexible coil 13.
In Figure 14, rear linkage unit 10 comprises flexible wires 14, and its end is connected on pressure sleeve 15.
Can form by the mode on the bolt shell that is cast in suspension column at least one the connection lug 18 stretched out from bolt shell 4, for strengthening being fastenedly connected between bolt shell 4 and reinforced concrete post.Connect reinforcement or support member that lug 18 also can serve as bolt shell 4.Figure 21～25 and Figure 36～40 illustrate the bolt shell 4 that is formed with such connection lug 18 by forging type.Figure 16～20 illustrate the bolt shell 4 that is formed with two such connection lugs 18 by forging type.Connect lug 18 and can have at least one connecting hole 21, in the assembling process of suspension column, line or reinforcing rib can pass connecting hole, for example, for a plurality of suspension columns are fixed together.
Fig. 7～11 illustrate the first preferred embodiment of bolt shell 4.In Fig. 7～11, bolt shell 4 forms a foundry goods.In Fig. 7～11, two elongate grooves 16 are formed on the side plate 7 of bolt shell 4, and main linkage unit can be arranged in groove, makes by solder joints and arrives elongate groove 16.
Figure 16～40 illustrate five other preferred embodiments of the bolt shell 4 of suspension column.
Figure 16～20 illustrate the second preferred embodiment of bolt shell 4.Difference between the first preferred embodiment of the bolt shell 4 shown in Figure 16～20 and the bolt shell 4 shown in Fig. 7～11 is: the bolt shell has two and is connected lug 18.
Figure 21～25 illustrate the 3rd preferred embodiment of bolt shell 4.Difference between the first preferred embodiment of the bolt shell 4 shown in Figure 21～25 and the bolt shell 4 shown in Fig. 7～11 is: the bolt shell has one and is connected lug 18.
Figure 26～30 illustrate the 4th preferred embodiment of bolt shell 4.Difference between the first preferred embodiment of the bolt shell 4 shown in the bolt shell 4 shown in Figure 26～30 and Fig. 7～11 is: the bolt shell has superstructure 19, is formed with two holes 17 that main linkage unit is used on it.
Figure 31～35 illustrate the 5th preferred embodiment of bolt shell 4.Difference between the 4th preferred embodiment of the bolt shell 4 shown in the bolt shell 4 shown in Figure 26～30 and Figure 26～30 is: the bolt shell has superstructure 19, be formed with two slits 20 that main linkage unit is used on it, main linkage unit can be arranged in slit, makes them pass through subsequently solder joints.
Figure 36～40 illustrate the 6th preferred embodiment of bolt shell 4.Difference between the first preferred embodiment of the bolt shell 4 shown in Figure 36～40 and the bolt shell 4 shown in Fig. 7～11 is: the bolt shell has the lug of connection 18, connect lug and there is connecting hole 21, in the assembling process of suspension column, line or reinforcing rib can pass connecting hole, for example, for a plurality of suspension columns are fixed together.
Obviously, as technological progress, those skilled in the art can implement design of the present utility model by variety of way.Therefore, the example shown in above the utility model and embodiment thereof are not limited to but can change in the framework of claim.
Claims (19)
1. a suspension column, described suspension column (1) comprising:
Bolt shell (4), described bolt shell comprises have bolt hole substrate (6) and the side plate (7) of (5); With
Be fixed on the main linkage unit (8) on described bolt shell (4), for described suspension column (1) and described reinforced concrete post (2) are fixed together,
It is characterized in that, described bolt shell (4) is manufactured by forging type, makes described bolt shell (4) comprise a foundry goods (9), and described foundry goods comprises substrate (6) and side plate (7).
2. suspension column according to claim 1, is characterized in that, the bolt hole (5) of described substrate (6) forms in casting process.
3. suspension column according to claim 1 and 2, is characterized in that, the elongate groove (16) of described main linkage unit (8) use is formed on the side plate (7) of described bolt shell (4).
4. suspension column according to claim 3, is characterized in that, described main linkage unit (8) is fixed by welding on described elongate groove (16).
5. suspension column according to claim 1 and 2, is characterized in that, at least one hole (17) are formed in described bolt shell (4), and described main linkage unit (8) is at least partially disposed in described hole.
6. suspension column according to claim 5, it is characterized in that, it has main linkage unit (8), and described main linkage unit is pressed into described bolt shell (4) on the side plate (7) that the mode engaged with described main linkage unit (8) is fixed on described bolt shell (4) by the position in described hole (17).
7. suspension column according to claim 5, is characterized in that,
It has hole (17), and described hole has internal thread, and
It has at least one main linkage unit (8), described main linkage unit has the external screw thread of coupling, makes by described main linkage unit (8) being screwed to the mode in described hole (17) and described main linkage unit (8) being fixed in described hole (17).
8. suspension column according to claim 5, it is characterized in that, have by sleeve pipe and be fixed on the main linkage unit (8) in described hole (17), make described sleeve pipe be arranged in described hole (17), and make described main linkage unit (8) be arranged at least in part described sleeve pipe, thereby respectively between described hole (17) and described sleeve pipe and form the structure locking be connected or frictional connection between described sleeve pipe and described main linkage unit (8).
9. suspension column according to claim 1 and 2, is characterized in that, it has main linkage unit (8), and described main linkage unit comprises at least one reinforcing rib (11).
10. suspension column according to claim 1 and 2, it is characterized in that, described suspension column (1) comprises rear linkage unit, for the reduced levels power of horizontal couple of force is passed to reinforced concrete post (2), wherein the reduced levels power in horizontal couple of force is by the eccentric position generation of the bolt of the position with respect to being positioned at described main linkage unit (8) and described bolt hole (5).
11. suspension column according to claim 10, is characterized in that, described rear linkage unit comprises reinforcing rib (11).
12. suspension column according to claim 10, is characterized in that, described rear linkage unit comprises board (12).
13. suspension column according to claim 10, is characterized in that, described rear linkage unit comprises flexible coil (13).
14. suspension column according to claim 10, is characterized in that, described rear linkage unit comprises flexible wires (14), and pressure sleeve (15) is connected thereto.
15. suspension column according to claim 1 and 2, it is characterized in that, form at least one the connection lug stretched out from described bolt shell (4) by the mode on the bolt shell (4) that is cast in described suspension column, for strengthening being fastenedly connected between described bolt shell (4) and described reinforced concrete post.
16. suspension column according to claim 15, is characterized in that, it has at least one and connects lug, and described connection lug has at least one connecting hole (21).
17. suspension column according to claim 1 and 2, is characterized in that, the bolt shell (4) of described suspension column has superstructure.
18. suspension column according to claim 17, is characterized in that, described superstructure is formed with at least one hole (17) of described main linkage unit (8) use.
19. suspension column according to claim 17, is characterized in that, described superstructure is formed with at least one slit (20) of described main linkage unit (8) use.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| FI20106109A FI20106109A (en) | 2010-10-26 | 2010-10-26 | column shoe |
| FI20106109 | 2010-10-26 | ||
| PCT/FI2011/050924 WO2012056100A1 (en) | 2010-10-26 | 2011-10-21 | Column shoe |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203346882U true CN203346882U (en) | 2013-12-18 |
Family
ID=43064267
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011900008272U Expired - Lifetime CN203346882U (en) | 2010-10-26 | 2011-10-21 | Column base |
Country Status (4)
| Country | Link |
|---|---|
| EP (1) | EP2633124A4 (en) |
| CN (1) | CN203346882U (en) |
| FI (1) | FI20106109A (en) |
| WO (1) | WO2012056100A1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105587154A (en) * | 2014-10-24 | 2016-05-18 | 无锡市金力电力成套设备有限公司 | Detachable electric pole mounting structure |
| CN106989364A (en) * | 2017-05-12 | 2017-07-28 | 四川钰萌光电科技有限公司 | The draw bail of street lamp post and pedestal |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FI124149B (en) * | 2012-12-18 | 2014-03-31 | Peikko Group Oy | column shoe |
| FI20126323L (en) * | 2012-12-18 | 2014-06-19 | Peikko Group Oy | PILLAR SHOE |
| DE102018116542A1 (en) | 2018-07-09 | 2020-01-09 | Georg Weidner | Connection system with anchor lock |
| EP3997273B1 (en) * | 2019-07-12 | 2023-07-26 | Peikko Group Oy | Column shoe for fastening reinforced concrete columns to a base |
| EP3851601B1 (en) * | 2020-01-17 | 2023-10-11 | Peikko Group Oy | Column shoe for fastening reinforced concrete columns to a base |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FI77709C (en) * | 1984-03-21 | 1989-04-10 | Semtu Oy | Column shoe. |
| US5979130A (en) * | 1996-10-10 | 1999-11-09 | Simpson Strong-Tie Company, Inc. | Connector with concave seat |
| FI104747B (en) * | 1997-09-08 | 2000-03-31 | Tartuntamarkkinointi Oy | Column Shoe |
| DE19817832A1 (en) * | 1998-04-22 | 1999-10-28 | Peikko Gmbh | Column shoe for attaching a concrete pile to a base |
| ATE328173T1 (en) * | 2003-11-13 | 2006-06-15 | Halfen Gmbh & Co Kg | SUPPORT SHOE FOR CONCRETE PILLARS |
| FI118186B (en) * | 2005-12-27 | 2007-08-15 | Peikko Finland Oy | column shoe |
-
2010
- 2010-10-26 FI FI20106109A patent/FI20106109A/en not_active Application Discontinuation
-
2011
- 2011-10-21 WO PCT/FI2011/050924 patent/WO2012056100A1/en active Application Filing
- 2011-10-21 CN CN2011900008272U patent/CN203346882U/en not_active Expired - Lifetime
- 2011-10-21 EP EP11835691.4A patent/EP2633124A4/en not_active Withdrawn
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105587154A (en) * | 2014-10-24 | 2016-05-18 | 无锡市金力电力成套设备有限公司 | Detachable electric pole mounting structure |
| CN106989364A (en) * | 2017-05-12 | 2017-07-28 | 四川钰萌光电科技有限公司 | The draw bail of street lamp post and pedestal |
Also Published As
| Publication number | Publication date |
|---|---|
| EP2633124A1 (en) | 2013-09-04 |
| FI20106109A0 (en) | 2010-10-26 |
| WO2012056100A1 (en) | 2012-05-03 |
| EP2633124A4 (en) | 2016-05-11 |
| FI20106109A (en) | 2012-04-27 |
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