CN106870827A - Pipeline support structure in concrete structure and installation method - Google Patents
Pipeline support structure in concrete structure and installation method Download PDFInfo
- Publication number
- CN106870827A CN106870827A CN201710252989.9A CN201710252989A CN106870827A CN 106870827 A CN106870827 A CN 106870827A CN 201710252989 A CN201710252989 A CN 201710252989A CN 106870827 A CN106870827 A CN 106870827A
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- CN
- China
- Prior art keywords
- embedded part
- concrete structure
- long
- opening
- bolt
- 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.)
- Pending
Links
- 238000009434 installation Methods 0.000 title claims abstract description 13
- 238000000034 method Methods 0.000 title claims abstract description 9
- 241000935974 Paralichthys dentatus Species 0.000 claims description 26
- 238000007711 solidification Methods 0.000 claims description 3
- 230000008023 solidification Effects 0.000 claims description 3
- 241000242541 Trematoda Species 0.000 abstract description 5
- 210000000078 claw Anatomy 0.000 abstract 1
- 238000011900 installation process Methods 0.000 description 3
- 238000005553 drilling Methods 0.000 description 2
- 239000000428 dust Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000003786 synthesis reaction Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L3/00—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets
- F16L3/24—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets with a special member for attachment to profiled girders
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L3/00—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets
- F16L3/16—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets with special provision allowing movement of the pipe
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Supports For Pipes And Cables (AREA)
Abstract
The invention relates to a pipeline bracket structure in a concrete structure and an installation method, wherein the structure comprises an embedded part, the embedded part is in a long tubular shape, the pipe wall of the embedded part is provided with a long opening extending along the length direction, the size of the long opening is smaller than that of a tubular internal cavity, the other side surfaces of the embedded part, which are positioned outside the long opening, are provided with flukes, the embedded part and the flukes are both embedded in the concrete structure, and the long opening is exposed out of the concrete structure; the pipeline support is provided with a connecting block, and the bolt passing through the T-shaped bolt is clamped in the embedded part. When the pipeline support is used, the embedded part is reserved when a concrete structure is poured, the anchor claw of the embedded part can increase the holding force with concrete, and the long opening of the embedded part is exposed out of the surface of the concrete and used for being fixed with the pipeline support. The position of the pipeline bracket on the embedded part can be adjusted as required, the pipeline bracket is locked by the T-shaped bolt, and then the pipeline or the bridge frame can be installed on the bracket.
Description
Technical field
Supporting structure the present invention relates to be used to support the long range facility such as pipeline or cable testing bridge, and the support knot
The installation method of structure.
Background technology
In municipal administration synthesis pipe gallery or industrial building concrete vestibule, generally can all arrange the multiple supports of setting.Pipeline, electricity
The long range facility laying installation such as cable crane span structure is on support.
Existing support is generally made up of shaped steel welding, it is necessary to use expansion bolt in concrete structure during in-site installation
Or the mode such as chemical anchor bolts is fixed.
Because pipelining distance, required number of holders are more, a large amount of drillings are needed in installation process, work progress is produced
The pollution such as noise, vibration, dust, all have an impact to work human and environment.And due to long distance construction, workman's long working
Afterwards, the problems such as often deflection of borehole occur and misplace, influences follow-up pipe support to install, if drilled again amendment in same position, and
Concrete surface is easily damaged, or even causes the more serious problem such as structure crack, leak.
The content of the invention
The technical problems to be solved by the invention are:Line holder structure and support knot in a kind of concrete structure is provided
Structure installation method, it is easier for installation without being drilled in concrete.
The technical solution adopted for the present invention to solve the technical problems is:
Line holder structure in concrete structure, including embedded part, the embedded part are elongate tubular, the tube wall of the embedded part
With the opening long for extending along its length, and on embedded part section, the size of the opening long is less than inner tubular portion cavity size,
Other sides that the embedded part is located at outside opening long are provided with anchor fluke, and the embedded part and anchor fluke are embedded in concrete structure in advance
In, and the opening long exposes from concrete structure;
Also include line holder, the line holder is provided with contiguous block, also including T-bolt, the spiral shell of the T-bolt
Bolt head is through the opening long and is arranged in the internal cavities of embedded part, and the T-bolt end of thread is through the contiguous block and has spiral shell
Mother's locking.
Further, the embedded part is rectangular tube, and embedded part is placed with anchor fluke described at least two, the anchor along its length
Pawl be C fonts, and C fonts end have to inside C fonts bend hook portion, closing one end of anchor fluke C fonts is connected to the back of the body
From the embedded part side of the opening long.
Further, the line holder includes cross-arm and diagonal brace, and cross-arm is connected in sharp angle at one end with diagonal brace, described
Contiguous block is separately positioned on cross-arm and the diagonal brace other end, and cross-arm and embedded part vertical arrangement.
Line holder installation method in concrete structure, including the following steps that order is carried out:
A, according to pipeline trend in concrete structure pouring pre-buried multiple embedded parts:The embedded part is elongate tubular, described
The tube wall of embedded part has the opening long for extending along its length, and the size of the opening long is less than inner tubular portion on embedded part section
Cavity size, other sides that the embedded part is located at outside opening long are provided with anchor fluke, and the embedded part and anchor fluke are embedded in mixed in advance
In Xtah Crude Clay structure, and the opening long is exposed from concrete structure;
After B, concrete structure solidification, predeterminated position is respectively mounted line holder on each embedded part:The line holder
Contiguous block is provided with, also including T-bolt, the bolt head of the T-bolt passes through the opening long and is arranged in the interior of embedded part
In portion's cavity, the T-bolt end of thread is through the contiguous block and uses nut check;The pipe that all line holders lay needed for
Line/crane span structure moves towards arrangement.
The beneficial effects of the invention are as follows:Line holder structure and supporting structure installation method in above-mentioned concrete structure,
It is that embedded part is just reserved in concrete structure pouring, the anchor fluke of embedded part can increase the grasping force with concrete, and the length of embedded part is opened
Mouth exposes for being fixed with line holder from concrete surface.When using, line holder can be as needed adjusted on embedded part
Position, then locked with T-bolt, then can be rack-mount by pipeline or crane span structure, installation process is without on concrete
Drilling, it is easier for installation, and be conveniently adjusted.
Brief description of the drawings
Fig. 1 is line holder structural upright schematic diagram of the invention;
Fig. 2 is line holder structure division schematic top plan view of the invention;
Reference is in figure:Embedded part 1, opening 11, line holder 2 long, cross-arm 21, diagonal brace 22, contiguous block 3, T-bolt
31st, anchor fluke 4, hook portion 41.
Specific embodiment
The present invention is further described with reference to the accompanying drawings and examples:
Line holder structure in concrete structure, including embedded part 1, the embedded part 1 are elongate tubular, the embedded part 1
The size that tube wall has the opening 11 long on opening long 11, and the section of embedded part 1 for extending along its length is less than inner tubular portion
Cavity size, other sides that the embedded part 1 is located at outside opening 11 long are provided with anchor fluke 4, and the embedded part 1 and anchor fluke 4 are pre-
It is embedded in concrete structure, and the opening 11 long is exposed from concrete structure;
Also include line holder 2, the line holder 2 is provided with contiguous block 3, also including T-bolt 31, the T-shaped spiral shell
The bolt head of bolt 31 is through the opening 11 long and is arranged in the internal cavities of embedded part 1, and the end of thread of T-bolt 31 is described in
Contiguous block 3 and there is nut check.
Supporting structure of the invention is that embedded part is embedded in concrete structure in concreting, concrete setting
Afterwards, line holder is locked at suitable location on embedded part with bolt, pipeline can be then laid on support.
Specifically, as shown in figure 1, this supporting structure include embedded part 1, for being embedded in concrete structure in advance, such as in city
Political affairs pipe gallery moves towards pre-buried multiple embedded parts 1 when building along pipeline.
Embedded part 1 can be the diversified forms such as pipe, square tube for elongate tubular cross sectional shape, and tube wall is provided with along its length
The opening 11 long of extension, the bolt head of T-bolt 31 is fastened on the internal cavities of embedded part 1 through long opening after 11 anglecs of rotation
In.
Anchor fluke 4 is used to increase the grasping dynamics of embedded part 1 and concrete structure, and anchor fluke 4 can be provided in embedded part 1 and be located at length
Other any sides outside opening 11.According to circumstances, the shape of anchor fluke 4 can be diversified forms, for example, can be hook-shaped, net
Trellis etc., the quantity of anchor fluke 4 can be one or more.
In preferred embodiment, for example as shown in Figure 1, 2, the embedded part 1 be rectangular tube, embedded part 1 be placed with along its length to
Few two anchor flukes 4, the anchor fluke 4 is C fonts, and the end of C fonts has to the hook portion 41 bent inside C fonts, anchor
Closing one end of pawl 4C fonts is connected to the side of embedded part 1 away from the opening 11 long.
The shape of above-mentioned anchor fluke 4 can significantly increase the grasping force with concrete, or can be banded in concrete before pouring
On the bar-mat reinforcement of structure, then complete to pour again.In embodiment illustrated in fig. 1, multiple anchor flukes 4 are placed with along the length direction of embedded part 1,
The parallel arrangement of all anchor flukes 4, anchor fluke 4 is to be welded to connect with embedded part 1.
When setting embedded part 1, embedded part 1 and anchor fluke 4 are embedded in concrete structure in advance, after concrete setting, the firm jail of embedded part 1
Lean on, the opening 11 long of embedded part 1 is exposed from concrete structure, be easily installed line holder 2, pipeline, crane span structure are isometric away from facility support
On line holder 2.
Line holder 2 is provided with contiguous block 3, and the bolt head of T-bolt 31 is stuck in embedded part 1, and the end of thread passes through contiguous block 3
And have nut check, line holder 2 is consolidated, and T-bolt 31 can be unclamped as needed, adjustment line holder 2 is being buried
Position on part 1.
The shape of line holder 2 can be diversified forms, for example, can be that the line holder 2 includes cross-arm 21 and diagonal brace
22, cross-arm 21 is connected in sharp angle at one end with diagonal brace 22, and the contiguous block 3 is separately positioned on cross-arm 21 and diagonal brace 22 is another
End, and cross-arm 21 and the vertical arrangement of embedded part 1.
As shown in figure 1, cross-arm 21, diagonal brace 22 and embedded part 1 form triangular structure, the top of cross-arm 21 be used to supporting pipeline and
Crane span structure.
The installation and application of this supporting structure, for example, can be to comprise the following steps:
A, according to pipeline trend in concrete structure pouring pre-buried multiple embedded parts 1:The embedded part 1 is elongate tubular, institute
The size that stating the tube wall of embedded part 1 has the opening 11 long on opening long 11, and the section of embedded part 1 for extending along its length is less than
Inner tubular portion cavity size, other sides that the embedded part 1 is located at outside opening 11 long are provided with anchor fluke 4, the embedded part 1 and anchor
Pawl 4 is embedded in concrete structure in advance, and the opening 11 long is exposed from concrete structure;
After B, concrete structure solidification, predeterminated position is respectively mounted line holder 2 on each embedded part 1:The pipeline branch
Frame 2 is provided with contiguous block 3, and also including T-bolt 31, the bolt head of the T-bolt 31 passes through the opening 11 long and card sets
In the internal cavities of embedded part 1, the end of thread of T-bolt 31 is through the contiguous block 3 and uses nut check;All line holders 2
Pipeline/the crane span structure laid needed for moves towards arrangement.
Pipeline or cable bridge can be then arranged on the line holder 2 of arrangement and fixed.Above-mentioned installation process, saves
The process drilled in concrete structure, does not have dust, a noise, and can unclamp T-bolt 31, allows the edge of line holder 2
The length direction of opening 11 long is arbitrarily adjusted, and makes the position of each line holder 2 accurate.
Common, the length direction of embedded part 1 can be perpendicular to pipeline and move towards layout, and for example pipeline is horizontally orientated to, then bury
Part 1 is laid out vertically, line holder is adjusted about 2 to suitable height.
Claims (4)
1. the line holder structure in concrete structure, it is characterised in that including embedded part (1), the embedded part (1) is elongate tube
Shape, the tube wall of the embedded part (1) has the opening long on opening (11), and embedded part (1) section long for extending along its length
(11) size is less than inner tubular portion cavity size, and other sides of the embedded part (1) outside opening (11) long are provided with
Anchor fluke (4), the embedded part (1) and anchor fluke (4) are embedded in concrete structure in advance, and the length is open (11) from concrete structure
Expose;
Also include line holder (2), the line holder (2) is provided with contiguous block (3), also including T-bolt (31), the T
The bolt head of type bolt (31) is through the opening (11) long and is arranged in the internal cavities of embedded part (1), T-bolt (31) spiral shell
Line end is through the contiguous block (3) and has nut check.
2. the line holder structure in concrete structure as claimed in claim 1, it is characterised in that the embedded part (1) is side
Shape pipe, embedded part (1) is placed with anchor fluke described at least two (4) along its length, and the anchor fluke (4) is C fonts, and C fonts
End has to the hook portion (41) bent inside C fonts, and closing one end of anchor fluke (4) C fonts is connected to away from the opening long
(11) embedded part (1) side.
3. the line holder structure in concrete structure as claimed in claim 2, it is characterised in that the line holder (2)
Including cross-arm (21) and diagonal brace (22), cross-arm (21) is connected in sharp angle at one end with diagonal brace (22), and the contiguous block (3) is respectively
It is arranged on cross-arm (21) and diagonal brace (22) other end, and cross-arm (21) and embedded part (1) vertical arrangement.
4. the line holder installation method in concrete structure, it is characterised in that including the following steps that order is carried out:
A, according to pipeline trend in concrete structure pouring pre-buried multiple embedded parts (1):The embedded part (1) is elongate tubular, institute
Stating the tube wall of embedded part (1) has the opening (11) long on opening (11), and embedded part (1) section long for extending along its length
Size is less than inner tubular portion cavity size, and other sides of the embedded part (1) outside opening (11) long are provided with anchor fluke
(4), the embedded part (1) and anchor fluke (4) are embedded in concrete structure in advance, and the opening (11) long is revealed from concrete structure
Go out;
After B, concrete structure solidification, predeterminated position is respectively mounted line holder (2) on each embedded part (1):The pipeline branch
Frame (2) is provided with contiguous block (3), and also including T-bolt (31), the bolt head of the T-bolt (31) is open through the length
(11) and it is arranged in the internal cavities of embedded part (1), T-bolt (31) end of thread is through the contiguous block (3) and uses nut lock
Tightly;All line holders (2) move towards arrangement along the required pipeline/crane span structure for laying.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710252989.9A CN106870827A (en) | 2017-04-18 | 2017-04-18 | Pipeline support structure in concrete structure and installation method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710252989.9A CN106870827A (en) | 2017-04-18 | 2017-04-18 | Pipeline support structure in concrete structure and installation method |
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Publication Number | Publication Date |
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CN106870827A true CN106870827A (en) | 2017-06-20 |
Family
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CN201710252989.9A Pending CN106870827A (en) | 2017-04-18 | 2017-04-18 | Pipeline support structure in concrete structure and installation method |
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CN (1) | CN106870827A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107528268A (en) * | 2017-10-09 | 2017-12-29 | 江苏大浪电气集团有限公司 | A kind of groove-splitting cable conduit connection structure |
CN107630719A (en) * | 2017-10-16 | 2018-01-26 | 中国恩菲工程技术有限公司 | The pipeline fixed structure of vertical shaft |
CN110445072A (en) * | 2019-08-15 | 2019-11-12 | 福建省宏闽电力工程监理有限公司 | Construction method of cable support |
CN110939790A (en) * | 2019-12-04 | 2020-03-31 | 深圳市奇信建设集团股份有限公司 | Electromechanical pipeline support |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN203213302U (en) * | 2013-04-23 | 2013-09-25 | 中建七局第二建筑有限公司 | Adjustable embedded part for concrete structure |
CN203684264U (en) * | 2013-12-24 | 2014-07-02 | 河北省电力勘测设计研究院 | Adjustable embedded part |
CN104315256A (en) * | 2014-10-22 | 2015-01-28 | 中国华西企业股份有限公司安装工程公司 | Attached cantilever load-bearing support for vertical large-aperture perpendicular pipelines |
JP2015034608A (en) * | 2013-08-09 | 2015-02-19 | 株式会社マルナカ | Pipeline support |
CN204201296U (en) * | 2014-09-28 | 2015-03-11 | 中国建筑第八工程局有限公司 | Vertical pump line fixing frame |
EP3032155A1 (en) * | 2014-12-10 | 2016-06-15 | AREVA NP Uddcomb AB | Method for reinforcing pipe support structures for nuclear power plants |
CN205504206U (en) * | 2016-04-14 | 2016-08-24 | 中国能源建设集团陕西省电力设计院有限公司 | Pipeline bracket node |
-
2017
- 2017-04-18 CN CN201710252989.9A patent/CN106870827A/en active Pending
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN203213302U (en) * | 2013-04-23 | 2013-09-25 | 中建七局第二建筑有限公司 | Adjustable embedded part for concrete structure |
JP2015034608A (en) * | 2013-08-09 | 2015-02-19 | 株式会社マルナカ | Pipeline support |
CN203684264U (en) * | 2013-12-24 | 2014-07-02 | 河北省电力勘测设计研究院 | Adjustable embedded part |
CN204201296U (en) * | 2014-09-28 | 2015-03-11 | 中国建筑第八工程局有限公司 | Vertical pump line fixing frame |
CN104315256A (en) * | 2014-10-22 | 2015-01-28 | 中国华西企业股份有限公司安装工程公司 | Attached cantilever load-bearing support for vertical large-aperture perpendicular pipelines |
EP3032155A1 (en) * | 2014-12-10 | 2016-06-15 | AREVA NP Uddcomb AB | Method for reinforcing pipe support structures for nuclear power plants |
CN205504206U (en) * | 2016-04-14 | 2016-08-24 | 中国能源建设集团陕西省电力设计院有限公司 | Pipeline bracket node |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107528268A (en) * | 2017-10-09 | 2017-12-29 | 江苏大浪电气集团有限公司 | A kind of groove-splitting cable conduit connection structure |
CN107630719A (en) * | 2017-10-16 | 2018-01-26 | 中国恩菲工程技术有限公司 | The pipeline fixed structure of vertical shaft |
CN110445072A (en) * | 2019-08-15 | 2019-11-12 | 福建省宏闽电力工程监理有限公司 | Construction method of cable support |
CN110939790A (en) * | 2019-12-04 | 2020-03-31 | 深圳市奇信建设集团股份有限公司 | Electromechanical pipeline support |
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Application publication date: 20170620 |