CN106677159A - Drainage component capable of measuring depth and soft foundation structure - Google Patents
Drainage component capable of measuring depth and soft foundation structure Download PDFInfo
- Publication number
- CN106677159A CN106677159A CN201710140024.0A CN201710140024A CN106677159A CN 106677159 A CN106677159 A CN 106677159A CN 201710140024 A CN201710140024 A CN 201710140024A CN 106677159 A CN106677159 A CN 106677159A
- Authority
- CN
- China
- Prior art keywords
- central layer
- depth
- drainage
- plate
- screw rod
- 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.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- Investigating Or Analyzing Materials By The Use Of Electric Means (AREA)
Abstract
The invention provides a drainage component capable of measuring depth and a soft foundation structure, and belongs to the field of building construction. The drainage component comprises a drainage core plate, a filtering layer and a metal conducting wire. A plurality of drainage grooves are formed in the two plate faces of the drainage core plate correspondingly, and the length of the drainage grooves in the same plate face extend in the length direction of the drainage core plate. A mounting groove is formed in the plate face of the drainage core plate, and the length direction of the mounting groove is parallel to that of the drainage core plate. The mounting groove is located in the groove bottom of each drainage groove, and the metal conducting wire is embedded into the mounting groove. According to the drainage component capable of measuring the depth, the length of the metal conducting wire is detected through a special detector, and then the inserting depth of a drainage plate is obtained. The metal conducting wire is perfectly straight, the detection result is more accurate and is closer to the actual inserting depth of the drainage core plate, construction check and testing are convenient, the construction quality is improved, and safety is improved.
Description
Technical field
The present invention relates to the realm of building construction, in particular to a kind of depth-measurable structure member for drainage and subgrade knot
Structure.
Background technology
Water discharge member mainly by plastic plate or central layer made by synthetic resin net and the filter membranous layer that is wrapped in outside central layer are constituted,
Central layer has the drainage channel of longitudinal direction, and filter membranous layer is typically non-woven fabrics, and the general driving depth of draining board is 5~35 meters when using,
Subsoil water is discharged by the drainage channel that filter membranous layer enters central layer.
Soft soil foundation, water content is big, it is impossible to meet civil engineering requirement.Insert frequently with tabular water discharge member in prior art
Enter ground, discharge ground aqueous.Common tabular water discharge member includes the central layer with drainage channel, and a metafiltration is surrounded by outside central layer
Film layer, upper and lower ends sealing, depth measurement wire is arranged on the position such as filter membranous layer outer surface and bonding seam.The draining structure of this structure
Part, the resistance value that can detect plain conductor by special measurement instrument calculates the insertion depth of water discharge member or using super
Acoustic detection instrument detects the insertion depth of water discharge member.Wire in existing structure is by wire while central layer is manufactured
In the side wall of embedment drainage channel, difficulty of processing is big, and very high in extrusion process SMIS plate temperature, and often destruction is led
Insulator or screen layer outside line, or even be blown, so as to cause measurement result very inaccurate.If depth measurement wire arranged
In the position such as filter membranous layer outer surface and bonding seam, existing production efficiency is relatively low, has much room for improvement.
The content of the invention
It is an object of the invention to provide a kind of depth-measurable structure member for drainage, to improve traditional depth-measurable structure member for drainage
Difficulty of processing is big, and crudy is low and measures inaccurate problem.
The present invention also aims to a kind of depth-measurable structure member for drainage is provided, to improve the depth of traditional subgrade structure
Degree measurement is inaccurate to cause draining to detect inaccurate problem.
What embodiments of the invention were realized in:
Based on above-mentioned first purpose, the invention provides a kind of depth-measurable structure member for drainage, including draining central layer, filter layer
And plain conductor, multiple rhones are respectively arranged with two plate faces of the draining central layer, it is many in the same plate face
The length of the individual rhone extends along the length direction of the draining central layer, and in the plate face of the draining central layer installation is provided with
Groove, parallel to the length direction of the draining central layer, the mounting groove is located at any row for the length direction of the mounting groove
The bottom land of tank, the plain conductor is embedded in the mounting groove.
In preferred embodiments of the present invention, the section outline perpendicular to its length direction of the mounting groove is in circular arc
Line, the circular arc line has two ends, and the breach being embedded in for the plain conductor, the breach are defined between two ends
Diameter less than the circular arc line be located diameter of a circle;The plain conductor is cylindrical conductor, outside the plain conductor
Footpath is not less than the diameter of a circle that the circular arc line is located.
In preferred embodiments of the present invention, for installing the bottom land of the rhone of the plain conductor peace is provided with
Dress bar, the mounting bar is fixedly connected with the draining central layer, and the mounting groove is provided with the mounting bar.
In preferred embodiments of the present invention, also including guidance set, the guidance set include verticality measuring instrument with
And installing plate, the installing plate be arranged on the draining central layer length direction one side on, the length of the draining central layer
It is oriented parallel to the plate face of the installing plate;The verticality measuring instrument is arranged on the installing plate, for measuring the peace
The perpendicularity of dress plate.
In preferred embodiments of the present invention, the installing plate includes the installation portion of two tabulars being oppositely arranged and position
The base portion of the tabular between two installation portions, two installation portions be arranged in parallel, and the base portion is perpendicular to the peace
Dress portion is arranged, and face on the basis of the outside plate face of the base portion is provided with the verticality measuring instrument on the datum level;Two institutes
State and formed between installation portion bayonet socket, the installing plate is clamped on the draining central layer by the bayonet socket.
In preferred embodiments of the present invention, the guidance set also has end cap including fastening plates, elastic component and one end
Screw rod, the fastening plates are located between two installation portions, and the screw rod is through an installation portion and being screwed onto this
On installation portion, the screw rod is rotated with the fastening plates and is connected, and the installation position being spirally connected with the screw rod is in the end cap
Between the fastening plates, the elastic component is set on the screw rod, and between the installation portion and the end cap, order
The end cap have along the screw rod axis direction away from the installation portion for being bolted with the screw rod movement tendency, it is described
Screw rod is rotated relative to the installation portion, drives the fastening plates to move back and forth along the axis direction of the screw rod.
In preferred embodiments of the present invention, the medial surface for being bolted with the installation portion of the screw rod is provided with receiving
Groove, the fastening plates are connected in the holding tank, and the fastening plates are not more than institute along the thickness perpendicular to its plate face direction
State the groove depth of the edge perpendicular to the direction of the medial surface of holding tank.
In preferred embodiments of the present invention, the guidance set also includes rubber slab, and the fastening plates are circular plate-like shape,
Corresponding, the rubber slab is circular plate-like shape, and the rubber slab is fitted in the plate face away from the end cap of the fastening plates,
The rubber slab is not more than the groove depth of the holding tank with the thickness sum of the fastening plates.
In preferred embodiments of the present invention, the rhone is in nonlinear type on the length direction of the draining central layer
Extend, and the groove width of the rhone gradually broadens on its extension direction.
Based on above-mentioned second purpose, the invention provides a kind of subgrade structure, including described depth measurable drainage structure
Part.
The beneficial effect of the embodiment of the present invention is:
In sum, a kind of depth-measurable structure member for drainage is embodiments provided, its is simple and reasonable, is easy to system
Make processing, install with it is easy to use, meanwhile, the depth-measurable structure member for drainage detects plain conductor by special detecting instrument
Length so that obtain the insertion depth of draining board, plain conductor is straight, detects that the result for obtaining is more accurate, the row of being more nearly
The actual grade of water central layer insertion, is easy to inspection and the test constructed, and improves construction quality, improves safety.It is specific as follows:
The depth-measurable structure member for drainage that the present embodiment is provided, includes draining central layer and filter layer, and filter layer is wrapped in row
Outside water central layer, when actually used, draining central layer and filter layer are implanted to together in subgrade, the water in subgrade is through filtration
Can enter into after layer in the rhone of draining central layer, rhone discharges water guiding, it is ensured that the aridity of subgrade, is easy to apply
Work.Meanwhile, the bottom land of rhone is provided with mounting groove, the length direction of mounting groove extends along the length direction of rhone,
Plain conductor is embedded in mounting groove, during embedded mounting groove, plain conductor can be aligned, plain conductor pen
Directly, and it is less prone to bending, during draining central layer implantation subgrade, the implantation depth of draining central layer is the length of plain conductor
Degree, due to plain conductor straight, therefore, the result of measurement is more accurate.Plain conductor is arranged on mounting groove in the way of embedded
Interior, plain conductor need not be processed together with draining central layer, reduce difficulty of processing, save cost, and plain conductor is embedded
In mounting groove, when being implanted into draining central layer in subgrade, plain conductor is difficult bending, and plain conductor is straight, and measurement is accurate.
The subgrade structure that the present embodiment is provided includes above-mentioned depth-measurable structure member for drainage, with depth measurable drainage structure
All advantages of part, and in the water yield in measuring subgrade, it is more accurate to measure.
Description of the drawings
In order to be illustrated more clearly that the technical scheme of the embodiment of the present invention, below will be attached to what is used needed for embodiment
Figure is briefly described, it will be appreciated that the following drawings illustrate only certain embodiments of the present invention, thus be not construed as it is right
The restriction of scope, for those of ordinary skill in the art, on the premise of not paying creative work, can be with according to this
A little accompanying drawings obtain other related accompanying drawings.
Fig. 1 is the sectional view of the depth-measurable structure member for drainage of the embodiment of the present invention;
Fig. 2 is the schematic diagram of the draining central layer of the depth-measurable structure member for drainage of the embodiment of the present invention;
Fig. 3 is a distressed structure schematic diagram of the draining central layer of the depth-measurable structure member for drainage of the embodiment of the present invention;
Fig. 4 is the schematic diagram of another distressed structure of the draining central layer of the depth-measurable structure member for drainage of the embodiment of the present invention;
Fig. 5 is the partial sectional view of the draining central layer of the depth-measurable structure member for drainage of the embodiment of the present invention;
Fig. 6 is the draining central layer of the depth-measurable structure member for drainage of the embodiment of the present invention and the scheme of installation of plain conductor;
Fig. 7 is the structure chart of the depth-measurable structure member for drainage of the embodiment of the present invention;
Fig. 8 is the structural representation of the guidance set of the depth-measurable structure member for drainage of the embodiment of the present invention;
Fig. 9 is the cross-sectional schematic of the guidance set of the depth-measurable structure member for drainage of the embodiment of the present invention;
Figure 10 is the cross-sectional schematic of the distressed structure of the depth-measurable structure member for drainage of the embodiment of the present invention.
Icon:100- draining central layers;110- rhones;120- mounting grooves;121- circular arc lines;122- breach;
123- chemical glue adhesive linkages;124- mounting bars;200- filter layers;300- plain conductors;400- guidance sets;410- hangs down
Straightness measuring instrument;420- installing plates;421- installation portions;422- base portions;423- bayonet sockets;424- holding tanks;430- is fastened
Plate;440- elastic components;450- screw rods;460- rubber slabs;470- bearings.
Specific embodiment
In manufacture plus man-hour, wire is to arrange wire embedment while central layer is manufactured to traditional depth measurable drainage central layer
In the side wall of aquaporin, difficulty of processing is big, and very high in extrusion process SMIS plate temperature, often destroys outside wire
Insulator or screen layer, or even be blown, so as to cause measurement result very inaccurate.If depth measurement wire is arranged on into filter membrane
The position such as layer outer surface and bonding seam, existing production efficiency is relatively low, has much room for improvement.
In consideration of it, designer of the present invention devises a kind of depth-measurable structure member for drainage and subgrade structure, by by gold
Category wire 300 is embedded in the mounting groove 120 of draining central layer 100, easier for installation, and the plain conductor of plain conductor 300
300 is straight, and by measuring the length of plain conductor 300 implantation depth of draining central layer 100 can be obtained, and improves measurement
Accuracy.
To make purpose, technical scheme and the advantage of the embodiment of the present invention clearer, below in conjunction with the embodiment of the present invention
In accompanying drawing, the technical scheme in the embodiment of the present invention is clearly and completely described, it is clear that described embodiment is
The a part of embodiment of the present invention, rather than the embodiment of whole.Present invention enforcement generally described and illustrated in accompanying drawing herein
The component of example can be arranged and designed with a variety of configurations.
Therefore, the detailed description of embodiments of the invention below to providing in the accompanying drawings is not intended to limit claimed
The scope of the present invention, but be merely representative of the present invention selected embodiment.Based on the embodiment in the present invention, this area is common
The every other embodiment that technical staff is obtained under the premise of creative work is not made, belongs to the model of present invention protection
Enclose.
It should be noted that:Similar label and letter represents similar terms in following accompanying drawing, therefore, once a certain Xiang Yi
It is defined in individual accompanying drawing, then it need not be further defined and is explained in subsequent accompanying drawing.
In describing the invention, it should be noted that term " on ", D score, " vertical ", " interior ", the instruction such as " outward "
Orientation or position relationship are that, based on orientation shown in the drawings or position relationship, or the invention product is usually put when using
Orientation or position relationship, be for only for ease of description the present invention and simplify description, rather than indicate or imply indication device or
Element with specific orientation, with specific azimuth configuration and operation, therefore must be not considered as limiting the invention.
Additionally, the term such as term " vertical ", " pendency " is not offered as requiring part abswolute level or pendency, and can be slightly
Low dip.
In describing the invention, in addition it is also necessary to explanation, unless otherwise clearly defined and limited, term " setting ",
" installation ", " connected ", " connection " should be interpreted broadly, for example, it may be fixedly connected, or be detachably connected, or one
The connection of body ground;Can be mechanically connected, or electrically connect;Can be joined directly together, it is also possible to indirect by intermediary
It is connected, can is the connection of two element internals.For the ordinary skill in the art, can be with concrete condition understanding
State term concrete meaning in the present invention.
It should be noted that in the case where not conflicting, the embodiment and the feature in embodiment in the present invention can phase
Mutually combination.
Depth-measurable structure member for drainage embodiment
Fig. 1 is referred to, a kind of depth-measurable structure member for drainage is present embodiments provided, the metal in water discharge member is led
Line 300 is installed by the way of embedded, and plain conductor 300 is more straight, and plain conductor 300 is planting draining central layer 100
Enter and be difficult during subgrade bending, by the implantation depth for measuring the length of plain conductor 300 to obtain draining central layer 100,
Accurately and reliably.
Fig. 1 and Fig. 7 is referred to, depth-measurable structure member for drainage includes draining central layer 100, filter layer 200, plain conductor
300 and guidance set 400, filter layer 200 is wrapped in outside draining central layer 100, when actually used, by draining central layer 100 and is filtered
Layer 200 is implanted to together in subgrade, and the water in subgrade is through the row that draining central layer 100 can be entered into after filter layer 200
In tank 110, rhone 110 discharges water guiding, it is ensured that the aridity of subgrade, is easy to construction.Meanwhile, in rhone 110
Bottom land be provided with mounting groove 120, the length direction of mounting groove 120 extends along the length direction of rhone 110, in mounting groove
120 have been embedded in plain conductor 300, and during embedded mounting groove 120, plain conductor 300 can be aligned, and metal is led
Line 300 is straight, and is less prone to bending, and during the implantation subgrade of draining central layer 100, the implantation depth of draining central layer 100 is
For the length of plain conductor 300, due to plain conductor 300 it is straight, therefore, the result of measurement is more accurate.Plain conductor 300 with
Embedded mode is arranged in mounting groove 120, and plain conductor 300 need not be processed together with draining central layer 100, reduce processing
Difficulty, saves cost, and plain conductor 300 is embedded in mounting groove 120, when being implanted into draining central layer 100 in subgrade, gold
Category wire 300 is difficult bending, and plain conductor 300 is straight, and measurement is accurate.Guidance set 400 ensure that draining central layer 100 is implanted into
Vertical extent during subgrade, perpendicularity is less, and it is more accurate to measure.
The preferably rectangular plate of draining central layer 100, in two plate faces of draining central layer 100 rhone 110, draining are provided with
The length direction of groove 110 is parallel with the length direction of draining central layer 100, and the water from after the entrance of filter layer 200 is from rhone 110
Discharge, realize the discharge of water in subgrade, subgrade reaches the requirement of construction.During reality processing, draining central layer 100 is to be molded into
Type, reliability easy to process.Mounting groove 120 on draining central layer 100 can be it is integrally formed with draining central layer 100, can be with
Be draining central layer 100 is machined after, then the groove opened up on draining central layer 100, processing mode flexibly, is selected on demand, is carried
High efficiency.Be preferably arranged to, mounting groove 120 is the structure of itself of draining central layer 100, i.e., after draining central layer 100 is machined,
The structure of rhone 110 and mounting groove 120 is defined on draining central layer 100.Obviously, using a piece metal of measurement in the present embodiment
The depth to measure draining central layer 100 of wire 300, arranges a mounting groove 120, mounting groove on draining central layer 100
120 trench bottoms for being located at arbitrary rhone 110, had both been easy to the installation of plain conductor 300, and plain conductor 300 is straight, not easy to break
It is curved, and do not interfere with the displacement of rhone 110.
Figure 10 is referred to, in the present embodiment, for the ease of the processing of mounting groove 120, and difficulty of processing is reduced, is saved and is added
Work cost, in the bottom land of the rhone 110 for installing plain conductor 300 mounting bar 124, mounting bar 124 and draining are provided with
Central layer 100 is fixedly connected, and mounting groove 120 is provided with mounting bar 124, during reality processing, mounting bar 124 and draining central layer 100
It is integrally formed, the thickness of the draining central layer 100 at mounting bar 124 is bigger, is easy to process mounting groove 120, does not interfere with draining core
The use of plate 100.The position of plain conductor 300 is arbitrarily arranged, therefore, the position of mounting bar 124 is also to be led according to metal
What the position of line 300 was changed.
Fig. 2-Fig. 4 is referred to, in the implantation subgrade of draining central layer 100, the subsoil water in subgrade is discharged, works as subsoil water
Discharge is reached after certain standard, is easy to the construction of subgrade.Therefore, in order to shorten construction period, drainage efficiency is improved, is preferably set
It is set to, rhone 110 extends on the length direction of the draining central layer 100 in nonlinear type, and the groove width of rhone 110 exists
Gradually broaden on its extension direction.In the case where the length of draining central layer 100 is certain, in the rhone that nonlinear type extends
110 structure can increase the saturation of rhone 110, and can circulate more water, and the flow efficiency of water is high, increased draining
Efficiency, shorten the cycle of construction, save the cost of construction.Meanwhile, when water flows in rhone 110, rhone 110
Also there is certain guide effect, it is ensured that water energy enough length directions along rhone 110 flowing in rhone 110, row
Go out more smoothly, shorten the time of draining.Additionally, mounting groove 120 is located at the bottom land of rhone 110, rhone 110 prolongs
Exhibition structure does not interfere with the position of mounting groove 120.
The extension shape of rhone 110 is varied, for example, can be but not limited to rhone 110 in draining central layer
Undulate extends on 100 length direction, or, rhone 110 prolongs on the length direction of draining central layer 100 in fold-line-shaped
Exhibition.
In the course of work of draining central layer 100, water is discharged from the bottom up, during water flowing, more flow down
The water yield is bigger, and the width of the rhone 110 in the present embodiment is gradually changed along its extension direction, in implantation draining central layer 100
During, the less one end of width is introduced into subgrade, and after the completion of implantation, the less one end of width is located at ground bottom, width
Larger one end is located at ground top, is easy to the flowing of water, and the expulsion efficiency of water is high.
Filter layer 200 is wrapped on row central layer, and filter layer 200 is preferably nonwoven layer, and resistance to robust water immersion performance is stronger, also
There is good seepage of water.Filter layer 200 is wrapped in after draining central layer 100, the both sides overlap joint of filter layer 200, then by chemistry
Glue is adhesively fixed.
Fig. 5 and Fig. 6 is referred to, plain conductor 300 is embedded in mounting groove 120, the size and plain conductor of mounting groove 120
300 size matches, it is ensured that a plain conductor 300 is embedded in mounting groove 120, in the telescopiny of plain conductor 300, gold
Category wire 300 can be aligned, and plain conductor 300 is more straight.In the preferred version of the present embodiment, mounting groove 120 hang down
The straight section outline in its length direction is in circular arc line 121, and circular arc line 121 has two ends, is formed between two ends
For the breach 122 that plain conductor 300 is embedded in, the diameter of breach 122 is less than the diameter of a circle that circular arc line 121 is located;It is corresponding, gold
Category wire 300 is cylindrical conductor, and the external diameter of plain conductor 300 is not less than the diameter of a circle that circular arc line 121 is located, plain conductor
During 300 embedded mounting grooves 120, can be aligned, and after being embedded in, plain conductor 300 will not be dropped out, during use
Will not bending deformation.Further, anti-slip veins are set on the cell wall of mounting groove 120, and anti-slip veins are the bar-shaped trough being crisscross arranged
The fenestral fabric of composition, increased the frictional force between plain conductor 300 and mounting groove 120, and plain conductor 300 is in draining core
It is difficult to slide in the implantation process of plate 100, plain conductor 300 is not pliable, and the length of plain conductor 300 is more nearly draining central layer
100 implantation depth.Further, it is adhesively fixed using chemical glue between plain conductor 300 and mounting groove 120,
Chemical glue adhesive linkage 123 is defined between plain conductor 300 and mounting groove 120.
Fig. 7 is referred to, the implantation depth of draining central layer 100 is realized by measuring the length of plain conductor 300, meanwhile,
The factor of impact measurement structure also has the perpendicularity in the implantation process of draining central layer 100 with ground, and draining central layer 100 is inserted perpendicularly into
After ground, perpendicularity is less, i.e., draining central layer 100 is more vertical with ground, and it is more accurate to measure.It is preferably arranged to, is oriented to
Component 400 includes verticality measuring instrument 410, installing plate 420 and fastening assembly, and installing plate 420 is arranged on draining central layer 100
On the one side of length direction, the plate face of the length direction of draining central layer 100 parallel to installing plate 420;Verticality measuring instrument 410
On installing plate 420, for measuring the perpendicularity of installing plate 420;Fastening assembly is used to ensureing draining central layer 100 and vertical
Stability between degree measuring instrument 410, it is ensured that the measurement accuracy of verticality measuring instrument 410 is high.
Fig. 8 is referred to, for the ease of the installation of installing plate 420 and draining central layer 100, installing plate 420 includes being oppositely arranged
Two tabulars installation portion 421 and the base portion 422 of the tabular between two installation portions 421, two installation portions 421 are flat
Row is arranged, and base portion 422 is arranged perpendicular to installation portion 421, and face on the basis of the outside plate face of base portion 422 is provided with vertical on datum level
Straightness measuring instrument 410;Bayonet socket 423 is formed between two installation portions 421, installing plate 420 is clamped on draining core by the bayonet socket 423
On plate 100.The simple structure of installing plate 420, is connected by way of clamping with draining central layer 100, and connected mode is simple and reliable, just
In dismounting and adjustment.Further, the medial surface in an installation portion 421 is provided with holding tank 424.
Fastening assembly includes that there are the screw rod 450 of end cap, fastening in fastening plates 430, elastic component 440, rubber slab 460 and one end
Plate 430 is located between two installation portions 421, and screw rod 450 is through an installation portion 421 and is screwed onto on the installation portion 421, screw rod
Rotate with fastening plates 430 and be connected, the installation portion 421 being spirally connected with screw rod 450 is located between end cap and fastening plates 430, elastic component 440
It is set on screw rod 450, and between installation portion 421 and end cap, makes end cap with the axis direction along screw rod 450 away from spiral shell
The movement tendency of the installation portion 421 of screw rod 450 is connected to, screw rod 450 is rotated relative to installation portion 421, drives fastening plates 430 along spiral shell
The axis direction of bar 450 is moved back and forth.Fastening plates 430 are connected in holding tank 424, and fastening plates 430 are along perpendicular to its plate face
The thickness in direction is not more than the groove depth of the edge perpendicular to the direction of medial surface of holding tank 424.
When using, installing plate 420 is connected to into the side of draining central layer 100, adjust draining central layer 100 relative to soft
The perpendicularity of base, then adjusts the position that installing plate 420 is located at draining central layer 100, calibrates verticality measuring instrument 410 so that hang down
The deviation of straightness measuring instrument 410 is zero, that is, show the perpendicularity of draining central layer 100 and subgrade.It is in course of adjustment, first revolves
Stubborn screw rod 450 so that fastening plates 430 are located in holding tank 424, and the notch of non-bulging holding tank 424 is easily installed plate 420 and blocks
It is connected on draining central layer 100, then, adjusts the position of installing plate 420, realize the calibration of verticality measuring instrument 410, calibration is completed
Afterwards, end cap is screwed, screw rod 450 is pushed against fastening plates 430 on draining central layer 100, realizes the fixation of verticality measuring instrument 410,
During follow-up implantation draining central layer 100, by observing the display numerical value of verticality measuring instrument 410 draining central layer is adjusted
100 implant angle, it is ensured that what draining central layer 100 can be vertical is implanted in subgrade, so measures the plain conductor for obtaining
300 length value is more close to the insertion depth numerical value of draining central layer 100, and it is more accurate to measure.Fasten in screw rod 450
Afterwards, due to the effect of elastic component 440, screw rod 450 is difficult to loosen, the function with self-locking, and then causes installing plate 420 to be difficult to send out
Raw displacement.
During reality processing, screw rod 450 is connected with fastening plates 430 using bearing 470, and connected mode is simple and reliable.
Fig. 9 is referred to, in order to improve the connectivity robustness of installing plate 420 and draining central layer 100, in the plate of fastening plates 430
Rubber slab 460 is installed, rubber slab 460 is circular slab, and fastening plates 430 are circular slab, corresponding, and holding tank 424 is circle on face
Shape groove, is easy to fastening plates 430 to be retracted in holding tank 424, convenient and reliable operation, and rubber slab 460 can in fastener cycle
Deform upon, fastening effect is more preferable.Rubber slab 460 is not more than the groove depth of holding tank 424 with the thickness sum of fastening plates 430, no
Installing plate 420 is easily affected to be connected on draining central layer 100.
It should be noted that verticality measuring instrument 410 is prior art, its 26S Proteasome Structure and Function do not carried out in the present embodiment
Improve, in order to avoid narration repeats burden, here is not described in detail.Elastic component 440 is preferably spring.
The present embodiment provide depth-measurable structure member for drainage, by ensure plain conductor 300 the straight degree of itself with
And control draining central layer 100 implantation when perpendicularity improving the accuracy of measurement, measure the length of the plain conductor 300 for obtaining
Degree is more nearly the implantation depth of draining central layer 100, and measurement accuracy is high.
Subgrade constructive embodiment
A kind of subgrade structure, including the depth-measurable structure member for drainage that above-described embodiment is provided are present embodiments provided, it is soft
The testing result of ground accurately, is constructed more safe and reliable.
The preferred embodiments of the present invention are the foregoing is only, the present invention is not limited to, for the skill of this area
For art personnel, the present invention can have various modifications and variations.It is all within the spirit and principles in the present invention, made any repair
Change, equivalent, improvement etc., should be included within the scope of the present invention.
Claims (10)
1. a kind of depth-measurable structure member for drainage, it is characterised in that including draining central layer, filter layer and plain conductor, the row
Multiple rhones, the length edge of the multiple described rhone in the same plate face are respectively arranged with two plate faces of water central layer
The length direction of the draining central layer extends, and mounting groove, the length of the mounting groove are provided with the plate face of the draining central layer
The length direction of the draining central layer is oriented parallel to, the mounting groove is located at the bottom land of any rhone, the metal
Wire is embedded in the mounting groove.
2. depth-measurable structure member for drainage according to claim 1, it is characterised in that the mounting groove perpendicular to its length
The section outline in direction is in circular arc line, and the circular arc line has two ends, defines for the metal between two ends
The embedded breach of wire, the diameter of the breach is less than the diameter of a circle that the circular arc line is located;The plain conductor is cylinder
Shape wire, the external diameter of the plain conductor is not less than the diameter of a circle that the circular arc line is located.
3. depth-measurable structure member for drainage according to claim 2, it is characterised in that for installing the institute of the plain conductor
The bottom land for stating rhone is provided with mounting bar, and the mounting bar is fixedly connected with the draining central layer, arranges on the mounting bar
There is the mounting groove.
4. the depth-measurable structure member for drainage according to any one of claim 1-3, it is characterised in that also including guidance set,
The guidance set includes verticality measuring instrument and installing plate, and the installing plate is arranged on the length direction of the draining central layer
One side on, the plate face of the length direction of the draining central layer parallel to the installing plate;The verticality measuring instrument is installed
On the installing plate, for measuring the perpendicularity of the installing plate.
5. depth-measurable structure member for drainage according to claim 4, it is characterised in that the installing plate includes what is be oppositely arranged
The base portion of the installation portion of two tabulars and the tabular between two installation portions, two installation portions are parallel to be set
Put, the base portion is arranged perpendicular to the installation portion, face on the basis of the outside plate face of the base portion is provided with the datum level
The verticality measuring instrument;Bayonet socket is formed between two installation portions, the installing plate is clamped on the row by the bayonet socket
On water central layer.
6. depth-measurable structure member for drainage according to claim 5, it is characterised in that the guidance set also includes fastening
There is the screw rod of end cap plate, elastic component and one end, and the fastening plates are located between two installation portions, and the screw rod runs through one
The individual installation portion and it is screwed onto on the installation portion, the screw rod is rotated with the fastening plates and is connected, is spirally connected with the screw rod
Between the end cap and the fastening plates, the elastic component is set on the screw rod, and positioned at described for the installation position
Between installation portion and the end cap, make the end cap with the axis direction along the screw rod away from the institute for being bolted with the screw rod
The movement tendency of installation portion is stated, the screw rod is rotated relative to the installation portion, drive the fastening plates along the axle of the screw rod
Line direction moves back and forth.
7. depth-measurable structure member for drainage according to claim 6, it is characterised in that be bolted with the installation of the screw rod
The medial surface in portion is provided with holding tank, and the fastening plates are connected in the holding tank, and the fastening plates are along perpendicular to its plate
The thickness in face direction is not more than the groove depth of the edge perpendicular to the direction of the medial surface of the holding tank.
8. depth-measurable structure member for drainage according to claim 7, it is characterised in that the guidance set also includes rubber
Plate, the fastening plates are circular plate-like shape, corresponding, and the rubber slab is circular plate-like shape, and the rubber slab is fitted in the fastening
In the plate face away from the end cap of plate, the rubber slab is not more than the groove of the holding tank with the thickness sum of the fastening plates
It is deep.
9. depth-measurable structure member for drainage according to claim 1, it is characterised in that the rhone is in the draining central layer
Length direction on extend in nonlinear type, and the groove width of the rhone gradually broadens on its extension direction.
10. a kind of subgrade structure, it is characterised in that include the depth measurable drainage according to any one of claim 1-9
Component.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710140024.0A CN106677159B (en) | 2017-03-10 | 2017-03-10 | Depth-measurable structure member for drainage and subgrade structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710140024.0A CN106677159B (en) | 2017-03-10 | 2017-03-10 | Depth-measurable structure member for drainage and subgrade structure |
Publications (2)
Publication Number | Publication Date |
---|---|
CN106677159A true CN106677159A (en) | 2017-05-17 |
CN106677159B CN106677159B (en) | 2018-07-03 |
Family
ID=58825958
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201710140024.0A Active CN106677159B (en) | 2017-03-10 | 2017-03-10 | Depth-measurable structure member for drainage and subgrade structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN106677159B (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107664475A (en) * | 2017-09-07 | 2018-02-06 | 建湖华夏电子科技有限公司 | A kind of two-conductor line plastic draining board horizontal metroscope and measuring method |
CN108104105A (en) * | 2018-02-06 | 2018-06-01 | 建湖县申茂软基材料有限公司 | Water discharge member and subgrade structure |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS61186612A (en) * | 1985-02-14 | 1986-08-20 | Tatsuo Morimoto | Method and device of driving drain board |
KR100630303B1 (en) * | 2006-02-15 | 2006-10-02 | 주식회사 장원기술단 | Structure for pumping water out of soft ground |
CN101718088A (en) * | 2008-10-09 | 2010-06-02 | 李德光 | Plastic drainage board capable of measuring depth |
CN201891110U (en) * | 2010-11-22 | 2011-07-06 | 任再永 | Novel adhering composite type drainage structural member |
CN105220676A (en) * | 2014-06-06 | 2016-01-06 | 江苏立盛土工材料有限公司 | A kind of plastic draining board with sounding hole |
CN105804048A (en) * | 2016-04-06 | 2016-07-27 | 浙江水利水电学院 | Strengthening method for soft foundation drain boards |
CN206554063U (en) * | 2017-03-10 | 2017-10-13 | 建湖县申茂软基材料有限公司 | Depth-measurable structure member for drainage and subgrade structure |
-
2017
- 2017-03-10 CN CN201710140024.0A patent/CN106677159B/en active Active
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS61186612A (en) * | 1985-02-14 | 1986-08-20 | Tatsuo Morimoto | Method and device of driving drain board |
KR100630303B1 (en) * | 2006-02-15 | 2006-10-02 | 주식회사 장원기술단 | Structure for pumping water out of soft ground |
CN101718088A (en) * | 2008-10-09 | 2010-06-02 | 李德光 | Plastic drainage board capable of measuring depth |
CN201891110U (en) * | 2010-11-22 | 2011-07-06 | 任再永 | Novel adhering composite type drainage structural member |
CN105220676A (en) * | 2014-06-06 | 2016-01-06 | 江苏立盛土工材料有限公司 | A kind of plastic draining board with sounding hole |
CN105804048A (en) * | 2016-04-06 | 2016-07-27 | 浙江水利水电学院 | Strengthening method for soft foundation drain boards |
CN206554063U (en) * | 2017-03-10 | 2017-10-13 | 建湖县申茂软基材料有限公司 | Depth-measurable structure member for drainage and subgrade structure |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107664475A (en) * | 2017-09-07 | 2018-02-06 | 建湖华夏电子科技有限公司 | A kind of two-conductor line plastic draining board horizontal metroscope and measuring method |
CN108104105A (en) * | 2018-02-06 | 2018-06-01 | 建湖县申茂软基材料有限公司 | Water discharge member and subgrade structure |
Also Published As
Publication number | Publication date |
---|---|
CN106677159B (en) | 2018-07-03 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN201094020Y (en) | Settlement plate and assembled laminate settlement apparatus | |
CN106677159A (en) | Drainage component capable of measuring depth and soft foundation structure | |
CN108593721A (en) | Method and device for detecting whether full grouting sleeve is full by resistance method | |
CN206554063U (en) | Depth-measurable structure member for drainage and subgrade structure | |
CN106092024A (en) | Model Pile PORE SIZE APPARATUS FOR and stake holes bore diameter measuring method | |
CN108360582A (en) | Construction drill-pouring pile center precise localizer | |
CN214748288U (en) | Water level measuring device | |
CN112697003A (en) | Civil engineering detects uses range unit | |
CN115077636A (en) | Drainage pipe flow monitoring device for municipal greening | |
CN206905686U (en) | A kind of sleeve testing apparatus for verticality and measuring for verticality structure | |
CN215211202U (en) | Soil disturbance transverse pressure measuring device in pile pipe mud entering process | |
CN205861046U (en) | Photoelectric hydrostatic level telemetric coordinator | |
CN109540227A (en) | A kind of U-shaped canal capacity measuring device and measuring method | |
CN207828950U (en) | Water discharge member and subgrade structure | |
CN211373777U (en) | Depth measuring rod | |
CN220039589U (en) | Lake water level monitoring device | |
EP3529558A1 (en) | Fiber-optic inclinometer | |
CN209818056U (en) | Drilling fluid liquid level monitoring device | |
CN111323151A (en) | Pile tip stress testing device | |
CN208297504U (en) | A kind of experimental provision that crop root layer soil moisture is influenced for assessing evaporation from phreatic water | |
CN108104105A (en) | Water discharge member and subgrade structure | |
CN207556410U (en) | A kind of Multifunctional measuring tool | |
CN111829494A (en) | Reusable tunnel lead short edge transfer forced centering observation pillar and method thereof | |
CN206905766U (en) | A kind of joint bar testing apparatus for verticality and measuring for verticality structure | |
CN111638119B (en) | Slurry-soil interface strain testing method for earthen site anchoring system |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant |