CN105098679A - Combined vertical post for cable bridge - Google Patents
Combined vertical post for cable bridge Download PDFInfo
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- CN105098679A CN105098679A CN201510381101.2A CN201510381101A CN105098679A CN 105098679 A CN105098679 A CN 105098679A CN 201510381101 A CN201510381101 A CN 201510381101A CN 105098679 A CN105098679 A CN 105098679A
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- column
- vertical post
- basic stand
- trailing arm
- steel plate
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Abstract
The invention discloses a combined vertical post for a cable bridge, belonging to the technical field of cable installation. The combined vertical post comprises a floor, a steel plate and a steel rib, wherein the steel rib and the steel plate are welded and jointly pre-buried into the floor, a fundamental vertical post is fixedly connected with the lower plane of the steel plate, support arm vertical post assemblies are movably connected below the fundamental vertical post, and a plurality of bolt holes are arranged on the fundamental vertical post. In the technical scheme, by the combined vertical post, the positional height where a support art is located is simply and rapidly adjusted; and when the height of the support arm is required to adjust and the layer number of the bridge is required to increase or reduce due to interference of obstacles such as the bridge and pipelines appearing in a construction site, the support art vertical post assembly can be conveniently and flexibly adjusted to achieve on-site adjustment and match on-site construction.
Description
Technical field
The invention belongs to cable mounting technique field, relate to the technology by cable testing bridge cabling, especially relate to a kind of combination column for cable testing bridge.
Background technology
Cable generally by cable testing bridge, cable shaft, cable trough, wear pipe laying etc. and lay.As shown in Figure 1, when being laid by cable testing bridge, general elder generation is pre-embedded steel slab 2 in floor 1, then column 3 is welded on steel plate 2, the height and position boring designed on column 3 again, trailing arm a4 is fixed on the position of boring on column 3, finally crane span structure 5 is positioned on trailing arm a4.Due to crane span structure 5 number of plies and the setting height(from bottom) demand difference of different parts, therefore, the length of column 3 is also varied, add because hydroelectric station crane span structure and pipeline etc. interfere, or load is augmented temporarily, the reasons such as cable passage adjustment, usually make the strut length of initial plan long, the situations such as the crane span structure number of plies is more than needed or not enough, to such an extent as to need the height or the number of plies that adjust crane span structure 5 in short distance, and the strut length of original order is reserved, field condition is changeable, column is once install, need scene adjustment again, difficulty is very large, workload also can be very large, add due to hydroelectric station whole audience crane span structure, amount on order is more, kind and model more, statistical work is loaded down with trivial details, makes building site store keeping and selects the operating efficiency of personnel greatly to reduce.
Summary of the invention
In order to solve the problem, the invention provides a kind of combination column for cable testing bridge, thus reach standardization use, convenient adjustment, the effect of adding up of being more convenient for.
The present invention is achieved by following technical solution.
A kind of combination column for cable testing bridge, comprise floor, steel plate and reinforcing bar, described reinforcing bar and Plate Welding are also embedded in floor jointly, described steel plate lower plane is fixedly connected with basic stand column, described basic stand column underside is connected with trailing arm columns assemblies, and described basic stand column is provided with some bolts hole.
Further, described basic stand column is divided into some sections of column units, and bolt hole is uniformly distributed in every section of column unit.
Further, described trailing arm columns assemblies comprises and connects column and trailing arm b, trailing arm b and be connected column and be fixedly connected with.
Further, the minimum length of described connection column is the length of 4 column units, and decile same with basic stand column is also provided with the bolt hole matched with basic stand column.
Further, described basic stand column be connected column adopt channel-section steel make.
The invention has the beneficial effects as follows:
A kind of combination column for cable testing bridge of the present invention, Bound moisture power station slab and girder feature, pass through combined vertical pole, the position height of simple and fast adjustment residing for trailing arm, when job site occurs that the barrier such as crane span structure and pipeline occurs that interference need adjust trailing arm height, crane span structure number of plies needs are when increasing or reduce, can trailing arm columns assemblies be adjusted easily and flexibly realize on-the-spot adjustment, coordinate site operation.Basic stand column be connected column and all can realize standardized production, different and carry out a point size and deposit and manage without the need to strut length needed for diverse location, simplify the workflow of type selecting, statistics and management.
Accompanying drawing explanation
Fig. 1 is bridge upright structural representation of the prior art;
Fig. 2 is structural representation of the present invention;
Fig. 3 is the structural representation of trailing arm columns assemblies in the present invention;
Fig. 4 is the sectional view of basic stand column in the present invention;
Fig. 5 is the vertical view of trailing arm columns assemblies in the present invention;
Fig. 6 is the sectional view that in the present invention, trailing arm columns assemblies and basic stand column are assembled;
Fig. 7 is the structural representation that in the present invention, many trailing arms columns assemblies and basic stand column are assembled;
Fig. 8 is the structural representation that the present invention meets with when barrier is interfered in installation process.
In figure: 1-floor, 2-steel plate, 3-column, 4-trailing arm a, 5-crane span structure, 6-reinforcing bar, 7-basic stand column, 701-column unit, 8-trailing arm columns assemblies, 801-connects column, 802-trailing arm b, 9-bolt hole, 10-bolt, 11-barrier.
Embodiment
Technical scheme of the present invention is further described below in conjunction with accompanying drawing, but described in claimed scope is not limited to.
As shown in figs. 1 to 6, a kind of combination column for cable testing bridge of the present invention, comprise floor 1, steel plate 2 and reinforcing bar 6, described reinforcing bar 6 welds with steel plate 2 and is jointly embedded in floor 1, described steel plate 2 lower plane is fixedly connected with basic stand column 7, described basic stand column 7 is divided into some sections of column units 701, and basic stand column 7 is provided with some bolts hole 9, and bolt hole 9 is uniformly distributed in every section of column unit 701; Basic stand column 7 underside is connected with trailing arm columns assemblies 8, and trailing arm columns assemblies 8 comprises and connects column 801 and trailing arm b802, trailing arm b802 and be connected column 801 and be fixedly connected with; The minimum length of described connection column 801 is the length of four column units 701, connects column 801 decile same with basic stand column 7 and is provided with the bolt hole 9 matched with basic stand column 7; Described basic stand column 7 be connected column 801 and all adopt channel-section steel to make.
The length of basic stand column 7 is determined by height at the bottom of the highest beam of floor 1 time, and height at the bottom of usual beam down 200mm place can lay ground floor crane span structure 5, more down press 300mm every layer setting.Consider that adapting to crane span structure 5 distributes more and less position, the full-length arranging basic stand column 7 is 1000mm, basic stand column 7 arranges graduation mark, and using every 100mm as the column unit 701 of a decile, every column unit 701 is provided with the bolt hole being used for fixing trailing arm columns assemblies 8; As shown in Figure 3, the length of four column units 701 of column 7 based on the minimum length of connection column 801, trailing arm is welded on and connects column 801 several second column unit 701 place from the bottom up, to be connected with the column unit 701 of its lowest part by connection column 801 when needing to increase trailing arm columns assemblies 8; Trailing arm columns assemblies 8 is dispatched from the factory after having assembled, and arbitrarily can arrange in pairs or groups to adapt to site operation with basic stand column 7.
During installation, only the connection column 801 of trailing arm columns assemblies 8 need be fastened with basic stand column 7, then adjust to required height, after making the bolt hole 9 on column unit 701 align respectively, by bolt 10 through bolt hole 9, tighten fixing.
Embodiment one
As shown in Figure 7, according to height and number of cables at the bottom of the beam of job site, trailing arm columns assemblies 8 is installed on basic stand column 7, according to the number of plies and the demand of layout of crane span structure 5, trailing arm columns assemblies 8 can be arranged at basic stand column 7 both sides simultaneously, and down can connect many cover trailing arm columns assemblies 8, to obtain Multilayer bridge frame 5.
Embodiment two
As shown in Figure 8, below crane span structure 5 appearance crane span structure 5 can be disturbed to arrange barrier 11 time, carry out avoiding obstacles 11 by the installation site of adjustment trailing arm columns assemblies 8 on basic stand column 7, to realize the reasonable Arrangement of crane span structure 5, avoid interfering with barrier 11.
Claims (5)
1. the combination column for cable testing bridge, comprise floor (1), steel plate (2) and reinforcing bar (6), described reinforcing bar (6) welds with steel plate (2) and is jointly embedded in floor (1), it is characterized in that: described steel plate (2) lower plane is fixedly connected with basic stand column (7), described basic stand column (7) underside is connected with trailing arm columns assemblies (8), and described basic stand column (7) is provided with some bolts hole (9).
2. a kind of combination column for cable testing bridge according to claim 1, it is characterized in that: described basic stand column (7) is divided into some sections of column units (701), bolt hole (9) is uniformly distributed in every section of column unit (701).
3. a kind of combination column for cable testing bridge according to claim 1, it is characterized in that: described trailing arm columns assemblies (8) comprises and connects column (801) and trailing arm b (802), trailing arm b (802) and be connected column (801) and be fixedly connected with.
4. a kind of combination column for cable testing bridge according to claim 3, to it is characterized in that: the minimum length of described connection column (801) is the length of four column units (701), be provided with basic stand column (7) same decile the bolt hole (9) matched with basic stand column (7).
5. a kind of combination column for cable testing bridge according to claim 1, is characterized in that: described basic stand column (7) be connected column (801) adopt channel-section steel make.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510381101.2A CN105098679B (en) | 2015-07-02 | 2015-07-02 | A kind of combination column for cable testing bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510381101.2A CN105098679B (en) | 2015-07-02 | 2015-07-02 | A kind of combination column for cable testing bridge |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105098679A true CN105098679A (en) | 2015-11-25 |
| CN105098679B CN105098679B (en) | 2017-10-24 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201510381101.2A Active CN105098679B (en) | 2015-07-02 | 2015-07-02 | A kind of combination column for cable testing bridge |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107448540A (en) * | 2017-09-22 | 2017-12-08 | 浩翔电气集团有限公司 | One kind, which rises, dials formula crane span structure adjusting method |
| CN107611865A (en) * | 2017-08-07 | 2018-01-19 | 浩翔电气集团有限公司 | A kind of crane span structure installation and adjustment method |
| CN108011338A (en) * | 2017-12-06 | 2018-05-08 | 国网江苏省电力公司徐州供电公司 | Combined cable support for cable duct |
| CN108616104A (en) * | 2018-07-13 | 2018-10-02 | 安徽华电工程咨询设计有限公司 | A kind of open caisson of staggered floor cable laying |
| CN109149488A (en) * | 2018-09-14 | 2019-01-04 | 中铁第四勘察设计院集团有限公司 | A kind of administrative region of a city railway arrangement structure for pipelines and method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3516273A1 (en) * | 1985-05-07 | 1986-11-13 | Rieth & Co GmbH, 7312 Kirchheim | Cable rack having arms whose height is adjustable on vertical posts or stands |
| CN2200091Y (en) * | 1994-09-27 | 1995-06-07 | 郑永德 | Hanger or support for electric cable |
| SG111974A1 (en) * | 2002-03-29 | 2005-06-29 | Buresuto Kogyo Co Ltd | Cable rack coupling |
| CN202280152U (en) * | 2011-11-09 | 2012-06-20 | 贵阳铝镁设计研究院有限公司 | Structure for arranging embedded part at bottom of reinforced concrete plate |
| CN104061369A (en) * | 2014-06-27 | 2014-09-24 | 李志良 | Assembling type movable cable holder for laying medium/high-voltage cable line in long-distance channel |
| CN204706854U (en) * | 2015-07-02 | 2015-10-14 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of combined type bridge pillar construction |
-
2015
- 2015-07-02 CN CN201510381101.2A patent/CN105098679B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3516273A1 (en) * | 1985-05-07 | 1986-11-13 | Rieth & Co GmbH, 7312 Kirchheim | Cable rack having arms whose height is adjustable on vertical posts or stands |
| CN2200091Y (en) * | 1994-09-27 | 1995-06-07 | 郑永德 | Hanger or support for electric cable |
| SG111974A1 (en) * | 2002-03-29 | 2005-06-29 | Buresuto Kogyo Co Ltd | Cable rack coupling |
| CN202280152U (en) * | 2011-11-09 | 2012-06-20 | 贵阳铝镁设计研究院有限公司 | Structure for arranging embedded part at bottom of reinforced concrete plate |
| CN104061369A (en) * | 2014-06-27 | 2014-09-24 | 李志良 | Assembling type movable cable holder for laying medium/high-voltage cable line in long-distance channel |
| CN204706854U (en) * | 2015-07-02 | 2015-10-14 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of combined type bridge pillar construction |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107611865A (en) * | 2017-08-07 | 2018-01-19 | 浩翔电气集团有限公司 | A kind of crane span structure installation and adjustment method |
| CN107448540A (en) * | 2017-09-22 | 2017-12-08 | 浩翔电气集团有限公司 | One kind, which rises, dials formula crane span structure adjusting method |
| CN108011338A (en) * | 2017-12-06 | 2018-05-08 | 国网江苏省电力公司徐州供电公司 | Combined cable support for cable duct |
| CN108616104A (en) * | 2018-07-13 | 2018-10-02 | 安徽华电工程咨询设计有限公司 | A kind of open caisson of staggered floor cable laying |
| CN109149488A (en) * | 2018-09-14 | 2019-01-04 | 中铁第四勘察设计院集团有限公司 | A kind of administrative region of a city railway arrangement structure for pipelines and method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105098679B (en) | 2017-10-24 |
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