CN214574126U - Anti-floating device of power communication combined pipeline - Google Patents
Anti-floating device of power communication combined pipeline Download PDFInfo
- Publication number
- CN214574126U CN214574126U CN202120478703.0U CN202120478703U CN214574126U CN 214574126 U CN214574126 U CN 214574126U CN 202120478703 U CN202120478703 U CN 202120478703U CN 214574126 U CN214574126 U CN 214574126U
- Authority
- CN
- China
- Prior art keywords
- pipeline
- power communication
- protection pad
- electric power
- pipeline protection
- 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.)
- Active
Links
Images
Landscapes
- Laying Of Electric Cables Or Lines Outside (AREA)
Abstract
The utility model relates to a municipal works technical field especially relates to an anti device that floats of electric power communication combination pipeline. Including the concrete cushion, be the pre-buried anchor support of symmetry form interval arrangement of a plurality of on the concrete cushion respectively, pre-buried anchor support has vertical dead lever through connecting screw connection, be provided with a plurality of layers of electric power communication combination pipeline between the vertical dead lever, be provided with intermediate level pipeline protection pad between the adjacent two-layer electric power communication combination pipeline respectively, be provided with top layer pipeline protection pad on the electric power communication combination pipeline of the superiors, intermediate level pipeline protection pad and top layer pipeline protection pad are connected with the vertical dead lever of both sides through horizontal compression pole respectively. The problem of the electric power communication combination pipeline come-up in the concrete pouring process is overcome, the installation gradient of the electric power communication combination pipeline is guaranteed, and then favorable conditions are created for laying cables, and good economic benefits and social benefits are created.
Description
Technical Field
The utility model relates to a municipal works technical field especially relates to an anti device that floats of electric power communication combination pipeline.
Background
With the development of social economy, electric power and communication engineering in intelligent engineering of municipal engineering gradually become standard construction contents of modern city construction, and the electric power and communication combined calandria is an important component of the intelligent engineering construction; after the electric power and communication pipelines are installed, cast-in-place concrete is generally encapsulated or placed in an underground gallery to prevent the pipelines from being damaged; electric power, the communication cable protection tube generally adopts the UPVC pipe, the PVC pipe, different material pipelines such as PE pipe, lay according to design angle during the installation, because the length of protection tube is long, hollow protective case density is less than cast in situ concrete density, when carrying out the piping erection and concrete envelope, the installation angle of protection tube is difficult to control, often take place the protection tube come-up when pouring the envelope concrete simultaneously, influence electric power, communication protection tube construction quality, influence follow-up electric power or communication cable installation, the serious unable cable that carries on of condition lays, need carry out the processing of doing over again, when causing economic loss, the engineering time limit for a project also can prolong in intangible.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the above problem to a power communication combination pipeline anti-floating device is provided, has overcome the problem of concreting in-process power communication combination pipeline come-up, has guaranteed the installation slope of power communication combination pipeline, lays for the cable and creates the advantage, has created good economic benefits and social.
The utility model provides a problem, the technical scheme who adopts is:
the utility model provides an anti device that floats of power communication composite pipeline, including the concrete cushion, be the pre-buried anchor support of symmetrical form interval arrangement of a plurality of on the concrete cushion respectively, pre-buried anchor support has vertical dead lever through connecting screw connection, be provided with a plurality of layers of power communication composite pipeline between the vertical dead lever, be provided with intermediate level pipeline protection pad between the adjacent two-layer power communication composite pipeline respectively, be provided with top layer pipeline protection pad on the power communication composite pipeline of the superiors, intermediate level pipeline protection pad and top layer pipeline protection pad are connected with the vertical dead lever of both sides through horizontal compression pole respectively.
Adopt above-mentioned technical scheme the utility model discloses, compare with prior art, its outstanding characteristics are:
the utility model discloses an use anti device that floats of electric power communication combination pipeline, overcome the problem of concreting in-process electric power communication combination pipeline come-up, guaranteed the installation slope of electric power communication combination pipeline, guaranteed the engineering quality, and then lay for the cable and create the advantage, improved work efficiency, reduced artificial use, practiced thrift engineering cost, created good economic benefits and social.
Preferably, the present invention further provides:
preferably, a plurality of through holes are arranged on the vertical fixing rods at intervals, round holes matched with the through holes in the vertical fixing rods are respectively formed in the middle layer pipeline protection pad and the top layer pipeline protection pad, and the horizontal pressing rods respectively penetrate through the through holes in the vertical fixing rods, the round holes in the middle layer pipeline protection pad and the top layer pipeline protection pad and are connected with the vertical fixing rods on the two sides through horizontal rod fixing nuts.
Preferably, the lower part of the pre-buried anchoring support is conical, the middle part of the pre-buried anchoring support is provided with a cross-shaped anchoring rod, and the upper part of the pre-buried anchoring support is provided with a screw hole matched with the connecting screw; the structural design of pre-buried anchor support makes the connection with the concrete cushion more stable, and the composite erection of being convenient for simultaneously improves the efficiency of construction.
Preferably, the cross section of the vertical fixing rod is square, and two end parts of the vertical fixing rod are respectively provided with a screw hole matched with the connecting screw; the structural design of vertical dead lever is convenient for aggregate erection, improves the efficiency of construction.
Drawings
Fig. 1 is a schematic structural view of an installation of a power communication combined pipeline according to an embodiment of the present invention;
FIG. 2 is a schematic view of the installation of the pre-buried anchor support according to the embodiment of the present invention;
fig. 3 is a schematic structural view illustrating the installation of the pre-embedded anchoring support and the concrete cushion according to the embodiment of the present invention;
fig. 4 is a schematic structural view of the installation of the pre-embedded anchoring support and the vertical fixing rod according to the embodiment of the present invention;
fig. 5 is a schematic view of a front view structure of a pre-embedded anchoring support according to an embodiment of the present invention;
fig. 6 is a schematic top view of the pre-buried anchor support according to the embodiment of the present invention;
fig. 7 is a schematic front view of the vertical fixing rod of the embodiment of the present invention;
fig. 8 is a schematic side view of the vertical fixing rod according to the embodiment of the present invention;
fig. 9 is a schematic front view of a connection screw according to an embodiment of the present invention;
fig. 10 is a front view schematically illustrating the horizontal pressing rod according to the embodiment of the present invention;
fig. 11 is a schematic front view of a horizontal rod fixing nut according to an embodiment of the present invention;
fig. 12 is a schematic top view of a horizontal rod fixing nut according to an embodiment of the present invention;
fig. 13 is a schematic plan view of the interlayer pipe protection pad according to the embodiment of the present invention;
fig. 14 is a schematic side elevation structure view of an interlayer pipe protection pad according to an embodiment of the present invention;
FIG. 15 is a schematic plan view of a top layer protection pad of an embodiment of the present invention;
FIG. 16 is a schematic side elevation view of a top layer duct protection mat according to an embodiment of the present invention;
fig. 17 is a schematic structural view of the anti-floating device according to the embodiment of the present invention after concrete is poured;
in the figure: a concrete cushion layer 1; embedding an anchoring support 2; a cross-shaped anchor rod 21; a connecting screw 3; a vertical fixing rod 4; a through hole 41; a power communication combined pipeline 5; an intermediate layer pipe protection pad 6; a first circular hole 61; a top layer pipeline protection pad 7; the second circular hole 71; a horizontal compression bar 8; a horizontal rod fixing nut 9; a concrete form 10 is cast in place.
Detailed Description
The following description of the embodiments will help the public to understand the present invention, but the specific embodiments given by the applicant should not be considered as limiting the technical solution of the present invention, and any changes in the definition of the components or technical features and/or in the form of the overall structure rather than substantial changes should be considered as the protection scope defined by the technical solution of the present invention.
Referring to fig. 1 to 17, the technical solution of the present invention is as follows:
an anti-floating device of a power communication combined pipeline comprises a concrete cushion layer 1, wherein a plurality of pre-buried anchor supports 2 are symmetrically arranged on the concrete cushion layer 1 at intervals, the pre-buried anchor supports 2 are simultaneously poured when the concrete cushion layer 1 is poured, so that the concrete cushion layer 1 and the pre-buried anchor supports 2 form a whole, or the pre-buried anchor supports 2 are directly inserted into a pipeline groove substrate, the number of the pre-buried anchor supports 2 is set according to the requirement of site construction, the pre-buried anchor supports 2 are connected with vertical fixing rods 4 through connecting screws 3, the connecting screws 3 are made of Q235 steel, and the connecting screws 3 are 4cm in length and 2cm in diameter; a plurality of layers of power communication combined pipelines 5 are arranged between the vertical fixing rods 4, the number of the power communication combined pipelines 5 is set according to the requirement of site construction, an intermediate layer pipeline protection pad 6 is respectively arranged between two adjacent layers of power communication combined pipelines 5, the intermediate layer pipeline protection pad 6 is made of hard plastics, the length is 10cm, the width is 8cm, the thickness is 8cm, the diameter of a first round hole 61 on the intermediate layer pipeline protection pad 6 is 2cm, a top layer pipeline protection pad 7 is arranged on the uppermost layer of power communication combined pipeline 5, the length of the top layer pipeline protection pad 7 is 10cm, the width is 8cm, the thickness is 6cm, the diameter of a second round hole 71 on the top layer pipeline protection pad 7 is 2cm, and the intermediate layer pipeline protection pad 6 and the top layer pipeline protection pad 7 are respectively connected with the vertical fixing rods 4 at two sides through horizontal pressing rods 8; the horizontal compression bar 8 is made of Q235 steel, the overall length of the horizontal compression bar 8 is 150 cm-300 cm, the cross section is square, the diameter is 2cm, two ends of the horizontal compression bar are screw rods, and the length of each screw rod is 10 cm; the horizontal compression bar can be replaced by materials such as common steel bars in a construction site; a plurality of through holes 41 are arranged on the vertical fixing rod 4 at intervals, round holes matched with the through holes 41 on the vertical fixing rod 4 are respectively arranged on the middle layer pipeline protection pad 6 and the top layer pipeline protection pad 7, and the horizontal pressing rod 8 respectively penetrates through the through holes 41 on the vertical fixing rod 4, the round holes on the middle layer pipeline protection pad 6 and the top layer pipeline protection pad 7 and is connected with the vertical fixing rods 4 on the two sides through horizontal rod fixing nuts 9; the horizontal rod fixing nut 9 is made of Q235 steel, the outer part of the horizontal rod fixing nut is an equilateral hexagon, the inner part of the horizontal rod fixing nut is a circle, the length of the outer diameter is 3cm, the inner diameter is 2cm, and the thickness is 2 cm; the components such as the pre-buried anchoring support 2, the connecting screws 3, the vertical fixing rods 4, the horizontal compression rods 8, the horizontal rod fixing nuts 9 and the cast-in-place concrete template 10 can be reused in the construction process, and therefore materials can be saved and cost can be reduced.
The lower part of the pre-buried anchoring support 2 is conical, the middle part is provided with a cross-shaped anchoring rod 21, and the upper part is provided with a screw hole matched with the connecting screw 3; the connection between the embedded anchoring support 2 and the concrete cushion 1 is more stable due to the structural design of the embedded anchoring support, and meanwhile, the embedded anchoring support is convenient to assemble and install, so that the construction efficiency is improved; the embedded anchoring support 2 is made of Q235 steel, the total length of the embedded anchoring support 2 is 45cm, the lower soil layer inserting part is 20cm in conical length, the width and the thickness are 4cm, the length of the middle cross-shaped anchoring rod 21 is 8cm, the diameter of the middle cross-shaped anchoring rod is 3cm, and the diameter and the depth of the upper screw hole are 2 cm.
The cross section of the vertical fixing rod 4 is square, and two end parts of the vertical fixing rod 4 are respectively provided with a screw hole matched with the connecting screw 3; the vertical fixing rod 4 is convenient to assemble and install due to the structural design, and the construction efficiency is improved; vertical dead lever 4 adopts the material to be the steel of Q235, and the total length of vertical dead lever 4 is 100cm, and the cross-sectional form is square, and width and thickness are 4cm, and the screw hole diameter and the degree of depth on the both ends are 2 cm.
The using method comprises the following steps: fixing the pre-buried anchor supports 2 on the bottom plane of the pipeline groove and pouring the concrete cushion layer 1, wherein the pre-buried anchor supports 2 are arranged according to the intervals of 2m to 3m according to the power communication combined pipelines 5 with different diameters (the larger the diameter is, the smaller the interval is), so that the pre-buried anchor supports 2 and the concrete cushion layer 1 form a whole; mounting a connecting screw 3 on the pre-buried anchor support 2, and assembling the pre-buried anchor support 2 and a vertical fixing rod 4 together through the connecting screw 3; installing power communication combined pipelines 5, installing middle-layer pipeline protection pads 6 on two adjacent layers of power communication combined pipelines 5, and connecting the middle-layer pipeline protection pads 6 with the vertical fixing rods 4 on two sides through horizontal pressing rods 8; a top layer pipeline protection pad 7 is arranged on the uppermost layer power communication combined pipeline 5, and the top layer pipeline protection pad 7 is connected with the vertical fixing rods 4 on two sides through a horizontal pressing rod 8; repeating the construction process according to construction requirements, and installing the top layer pipeline protection pad 7 after completing the construction of other layers of the power communication combined pipeline 5; installing a cast-in-place concrete template 10, and pouring package concrete on the electric power communication combined pipeline 5; after the concrete pouring is finished, the anti-floating device and the cast-in-place concrete template 10 are removed, and then the construction of the section of the electric power communication combined pipeline 5 can be finished; meanwhile, the construction process is repeated, and the concrete encapsulation construction of the electric power communication combined pipeline 5 at other parts is completed.
The utility model discloses an use anti device that floats of electric power communication combination pipeline, overcome the problem of concreting in-process electric power communication combination pipeline come-up, guaranteed the installation slope of electric power communication combination pipeline, guaranteed the engineering quality, and then lay for the cable and create the advantage, improved work efficiency, reduced artificial use, practiced thrift engineering cost, created good economic benefits and social.
The above description is only a preferred and practical embodiment of the present invention, and not intended to limit the scope of the present invention, and all equivalent variations made by using the contents of the specification and the drawings are included in the scope of the present invention.
Claims (4)
1. The utility model provides an anti device that floats of power communication combination pipeline, includes the concrete cushion, its characterized in that: be symmetrical form interval arrangement respectively on the concrete cushion and have the pre-buried anchor support of a plurality of, pre-buried anchor support is connected with vertical dead lever through connecting screw, be provided with a plurality of layers of electric power communication combination pipeline between the vertical dead lever, be provided with intermediate level pipeline protection pad between the adjacent two-layer electric power communication combination pipeline respectively, be provided with top layer pipeline protection pad on the electric power communication combination pipeline of the superiors, intermediate level pipeline protection pad and top layer pipeline protection pad are connected with the vertical dead lever of both sides through horizontal compression pole respectively.
2. The anti-floating device of the power communication combined pipeline as claimed in claim 1, wherein: through holes which are penetrated through by a plurality of bodies are arranged on the vertical fixing rods at intervals, round holes which are matched with the through holes in the vertical fixing rods are respectively arranged on the middle layer pipeline protection pad and the top layer pipeline protection pad, and the horizontal pressing rods respectively penetrate through the through holes in the vertical fixing rods, the round holes in the middle layer pipeline protection pad and the top layer pipeline protection pad and are connected with the vertical fixing rods on the two sides through horizontal rod fixing nuts.
3. The anti-floating device of the power communication combined pipeline as claimed in claim 1, wherein: the lower part of the pre-buried anchoring support is conical, the middle part of the pre-buried anchoring support is provided with a cross-shaped anchoring rod, and the upper part of the pre-buried anchoring support is provided with a screw hole matched with the connecting screw.
4. The anti-floating device of the power communication combined pipeline as claimed in claim 1, wherein: the cross-section of the vertical fixed rod is square, and the two ends of the vertical fixed rod are respectively provided with screw holes matched with the connecting screws.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120478703.0U CN214574126U (en) | 2021-03-05 | 2021-03-05 | Anti-floating device of power communication combined pipeline |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120478703.0U CN214574126U (en) | 2021-03-05 | 2021-03-05 | Anti-floating device of power communication combined pipeline |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214574126U true CN214574126U (en) | 2021-11-02 |
Family
ID=78318643
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120478703.0U Active CN214574126U (en) | 2021-03-05 | 2021-03-05 | Anti-floating device of power communication combined pipeline |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214574126U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112832289A (en) * | 2021-03-05 | 2021-05-25 | 中国二十二冶集团有限公司 | Anti-floating device of power communication combined pipeline and construction method of power communication combined pipeline |
-
2021
- 2021-03-05 CN CN202120478703.0U patent/CN214574126U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112832289A (en) * | 2021-03-05 | 2021-05-25 | 中国二十二冶集团有限公司 | Anti-floating device of power communication combined pipeline and construction method of power communication combined pipeline |
| CN112832289B (en) * | 2021-03-05 | 2024-05-14 | 中国二十二冶集团有限公司 | Anti-floating device for electric power communication combined pipeline and construction method of electric power communication combined pipeline |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106223368B (en) | Glass fibre prestressed anchor anchor structure, its loading device and loading method | |
| CN105421222B (en) | Bridge prefabrication pier column and cushion cap socket type connecting structure and its assembling method | |
| CN107817162B (en) | Rapid drawing test method for nonmetal anti-floating anchor rod with enlarged head | |
| CN205975707U (en) | Glass fiber prestressed anchorage pole anchor structure, its loading device | |
| CN103938757A (en) | Prestressed self-reset shear wall with bottom provided with horizontal seam | |
| CN214574126U (en) | Anti-floating device of power communication combined pipeline | |
| CN110541481B (en) | Ultra-large hyperboloid double-layer cable storage tank structure system and construction method | |
| CN101691760B (en) | Composite foundation combining anchor rods with excavation and construction method thereof | |
| CN115492004A (en) | Construction method for prefabricated thin-wall hollow pier by rear rib method | |
| CN112144548B (en) | Semi-embedded multifunctional frame supporting structure and construction method thereof | |
| CN103485338A (en) | Prestress uplift pile and construction method thereof | |
| CN209798563U (en) | Anti structure of floating of assembled culvert | |
| CN106894437A (en) | Limited prestressing precast concrete foundation, communication tower building and construction method | |
| CN112832289A (en) | Anti-floating device of power communication combined pipeline and construction method of power communication combined pipeline | |
| CN110821021A (en) | Floor slab capable of being installed rapidly | |
| CN105064357A (en) | Embedding type anchoring device and anchoring method for pre-stressed anchor cable | |
| CN110359755B (en) | Consolidation inhaul cable system of wind tower with mixed structure and manufacturing and mounting method thereof | |
| CN210658418U (en) | Novel prestressed anchor bolt fan foundation | |
| CN112411605A (en) | Reinforcement reinforcing method and system for foundation anchor bolt of power transmission tower | |
| CN103628495B (en) | A kind of slope digging foundation with piled anchor | |
| CN207176727U (en) | Prefabricated assembling steel and concrete structure photovoltaic power generation equipment platform | |
| CN214657192U (en) | Anchor rod and plate anchor combined foundation of stay-supported anemometer tower | |
| CN201495554U (en) | Anchor bolt combination excavating compound base | |
| CN219862914U (en) | Full prefabricated quick assembled tower crane foundation structure | |
| CN205976542U (en) | Glass fiber reinforced prestressing force anti -floating anchor rod loading device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |