CN203096700U - Protecting device used for embedding of monitoring instrument - Google Patents

Protecting device used for embedding of monitoring instrument Download PDF

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Publication number
CN203096700U
CN203096700U CN 201320013646 CN201320013646U CN203096700U CN 203096700 U CN203096700 U CN 203096700U CN 201320013646 CN201320013646 CN 201320013646 CN 201320013646 U CN201320013646 U CN 201320013646U CN 203096700 U CN203096700 U CN 203096700U
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CN
China
Prior art keywords
monitoring instrument
qian shape
shape plate
protective device
shaped plates
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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.)
Withdrawn - After Issue
Application number
CN 201320013646
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Chinese (zh)
Inventor
苏怀智
欧斌
李金友
杨孟
秦鹏
胡江
徐波
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Hohai University HHU
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Hohai University HHU
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Publication date
Application filed by Hohai University HHU filed Critical Hohai University HHU
Priority to CN 201320013646 priority Critical patent/CN203096700U/en
Application granted granted Critical
Publication of CN203096700U publication Critical patent/CN203096700U/en
Anticipated expiration legal-status Critical
Withdrawn - After Issue legal-status Critical Current

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Abstract

The utility model discloses a protecting device used for embedding of a monitoring instrument. The protecting device used for the embedding of the monitoring instrument comprises two first n-shaped plates and two second n-shaped plates, wherein L-shaped clamping grooves are formed in positions of penetrated right angles of the second n-shaped plates, two right angles of each first n-shaped plate are embedded in the clamping grooves of the two second n-shaped plates respectively to form a rectangular protecting frame, and the width of the L-shaped clamping grooves is matched with the thickness of the first n-shaped plates. The protecting device used for the embedding of the monitoring instrument ingeniously utilizes the clamping between the first n-shaped plates and the second n-shaped plates with the clamping grooves to form the rectangular protecting frame, and is simple in structure, low in cost and simple in splicing method. The protecting frame can be lifted to a certain height only with manpower or simple lifting devices without the need of large-sized lifting equipment, and therefore cost is reduced, construction interference is reduced, and construction progress is accelerated. According to the protecting device used for the embedding of the monitoring instrument, the quantity of the protecting frames can be determined according to the height of the monitoring instrument, the embedded monitoring instrument can be protected through overlying of the protecting devices, usage is flexible, and construction is simple.

Description

A kind of monitoring instrument is buried protective device underground
Technical field
The utility model relates to a kind of monitoring instrument, is specifically related to a kind of monitoring instrument and buries protective device underground.
Background technology
Often to bury and settle a large amount of monitoring instruments underground for monitoring dykes and dams construction and running status, a large amount of interior sight instruments need follow the dykes and dams construction to bury underground simultaneously, because the deadweight and the huge impact power of used big machinery in the work progress, thereby need corresponding protector to be set at the embedded instrument periphery.Existing protector mainly is at large-scale cylindrical steel cylinder of the peripheral placement of instrument, after steel cylinder outside dam body rolls end, put into monitoring instrument, again that dam soil in the tube is closely knit with small vibrating apparatus layered rolling, roll and steel cylinder is extracted with lifting apparatus lifting after finishing again, one point instrument is finished the process of burying underground and is finished; Strip instruments such as piezometer tube then need cooperate dam body successively up to roll and repeat this process, bury elevation underground up to reaching.
Adopt above device mainly to have following 2 deficiencies: at first, steel cylinder deadweight and volume are bigger, transport, install and hang to pull out all and will use relatively large machinery, and it is more loaded down with trivial details to construct, and expense is higher; Secondly, crane gear and construction machinery interfere with each other, and influence construction speed.
The utility model content
The utility model purpose: the purpose of this utility model is at the deficiencies in the prior art, provides a kind of simple in structure and monitoring instrument of constructing easily to bury protective device underground.
Technical scheme: the utility model provides a kind of monitoring instrument to bury protective device underground; comprise two first Qian shape plates and two second Qian shape plates; the described second Qian shape plate is provided with L shaped draw-in groove running through the place, right angle; so each second Qian shape plate has 2 L shaped draw-in grooves; two right angles of each first Qian shape plate constitute rectangle protection framework after embedding the L shaped draw-in groove of two second Qian shape plates respectively; monitoring instrument is placed the center of rectangle protection framework; by rectangle being protected the dam soil grinding compacting inside and outside the framework; rectangle protection framework can effectively prevent external impact force in the dykes and dams work progress; assembling process is simple fast, to reach the protective effect to monitoring instrument.
Preferably, the thickness of the width of described L shaped draw-in groove and the described first Qian shape plate is suitable, so that the first Qian shape plate inserts behind the draw-in groove of the second Qian shape plate in conjunction with tightr, the rectangle of formation protection frame strength greatly and more firm, and is more stable when resisting impact force.
In order further to strengthen the soundness of rectangle protection framework; the described second Qian shape plate is provided with thickening layer at L type draw-in groove place; avoid the second Qian shape plate to cause intensity to reduce, guaranteed that rectangle protection framework all satisfies the shock resistance demand everywhere, promotes integrally-built stability because of draw-in groove is set.
For the ease of being pulled out, described rectangle protection framework hangs required elevation, the described first Qian shape plate and the second Qian shape plate are provided with the Heave Here of outstanding ring-type in top, can use manpower or simple lifting appliance to hook the Heave Here, two first Qian shape plates and two second Qian shape plates are lifted respectively; Little and simple in structure because of the deadweight of rectangle protection framework, so the frictional force of rectangle protection framework and inside and outside sun-dried mud brick is little, do not need large lifting equipment to sling, work progress is convenient, does not influence the dam construction progress.Preferably, described Heave Here evenly is provided with 1 ~ 3 at the top, long limit of the described first Qian shape plate and the second Qian shape plate, and lift by crane laborsaving this moment.
Roll elevation in order rectangle protection framework to be hung pull out to dam soil; doing elevation on the inner surface of the described first Qian shape plate and the second Qian shape plate and external surface sustained height indicates; stop lifting when exposing the elevation sign in the process that up pulls up, this moment, the position was the new elevation that rolls.
When the monitoring instrument of protection strip; rectangle protection framework can be buried the height of protective device underground to increase described monitoring instrument by repeating more than two groups to superpose to be provided with; particularly; a rectangle protection framework is spliced at the elevation place that rolls at former rectangle protection framework once more; pull out the new elevation of formation to hanging oneself; so repeatedly; finish the work of burying underground of whole monitoring instrument according to the height of monitoring instrument; no matter therefore the height of monitoring instrument only needs accumulation splicing rectangle protection framework can reach the purpose of protection.
Beneficial effect: 1, the utility model utilizes a rectangle protection of the Qian shape plate formation nested against one another framework of Qian shape plate and band draw-in groove dexterously, simple in structure, cost is low, and joining method is convenient, in the process that the protection framework promotes, only needs to adopt manpower or easy boom hoisting just the protection framework can be promoted to new elevation, and need not use large-scale lifting appliance, reached the reduction expense, reduced construction and disturb the purpose of accelerating construction progress; 2, the utility model only needs to select according to the height of monitoring instrument the quantity of protection framework, by stack the monitoring instrument of burying underground is protected, and uses flexibly easy construction.
Description of drawings
Fig. 1 is a plan structure schematic diagram of the present utility model;
Fig. 2 is the structural representation of the first Qian shape plate described in the utility model;
Fig. 3 is the structural representation of the second Qian shape plate described in the utility model;
Fig. 4 is along the sectional drawing of A-A among Fig. 1.
The specific embodiment
Below technical solutions of the utility model are elaborated, but protection domain of the present utility model is not limited to described embodiment.
Embodiment: as shown in Figure 1; a kind of monitoring instrument is buried protective device underground; comprise two first Qian shape plates 1 and two second Qian shape plates 2; as shown in Figure 2; each second Qian shape plate 2 is provided with L shaped draw-in groove 3 running through the place, right angle; the lifting first Qian shape plate 1 as shown in Figure 3; its right angle is inserted the bottom of the L shaped draw-in groove 3 of the second Qian shape plate 2 from top to bottom from the top; lift by crane another right angle that another piece second Qian shape plate 2 blocks the first Qian shape plate 1; lift by crane the bottom that another piece first Qian shape plate 1 inserts the L shaped draw-in groove 3 of two second Qian shape plates 2 simultaneously by the top at last and constitute rectangle protection framework; monitoring instrument is placed the center of rectangle protection framework; by rectangle being protected the dam soil grinding compacting inside and outside the framework; rectangle protection framework can effectively prevent external impact force in the dykes and dams work progress; assembling process is simple fast, to reach the protective effect to monitoring instrument.
The width of described L shaped draw-in groove 3 equates with the thickness of the described first Qian shape plate 1, and the first Qian shape plate 1 is inserted behind the draw-in groove of the second Qian shape plate 2 in conjunction with tightr, and the rectangle of formation protection frame strength greatly and more firm, and is more stable when resisting impact force; The second Qian shape plate 2 is provided with thickening layer 4 at L type draw-in groove 3 places; further strengthen the soundness of rectangle protection framework; avoid the second Qian shape plate 2 to cause intensity to reduce, guaranteed that rectangle protection framework all satisfies the shock resistance demand everywhere, promotes integrally-built stability because of draw-in groove is set.
The described first Qian shape plate 1 and the second Qian shape plate 2 are provided with the Heave Here of two outstanding ring-types respectively equably in the top of growing the limit; behind the assembly working of finishing whole rectangle protection framework; the outer dam soil of protection framework is rolled; closely knit to the dam soil that covers monitoring instrument in the protection framework with small vibrating apparatus layered rolling; up to reaching same elevation with outer box dam soil; use manpower or simple lifting appliance to hook the Heave Here; two first Qian shape plates 1 and two second Qian shape plates 2 are lifted respectively; protect framework to pull out in described rectangle and hang required elevation; because of rectangle protection framework is conducted oneself with dignity little and simple in structure; so the frictional force of rectangle protection framework and inside and outside sun-dried mud brick is little; lift by crane laborsaving; do not need large lifting equipment to sling, work progress is convenient, does not influence the dam construction progress.
As shown in Figure 4, on the same horizon of the inner surface of the second Qian shape plate 2, do three elevations and indicate 5, also do three elevations on the external surface equal height and indicate 5, in like manner, the surfaces externally and internally of the first Qian shape plate 1 and another piece second Qian shape plate 2 is also done three elevations respectively and is indicated 5, indicate and stopped in 5 o'clock up to exposing elevation in the process of up lifting, this moment, the position was the new elevation that rolls; Repeat superimpose rectangles protection framework on the elevation in this new rolling; pull out to hanging oneself again and form new elevation; so repeatedly; finish the work of burying underground of whole monitoring instrument according to the height of monitoring instrument; monitoring instrument in order to the protection strip; no matter therefore the height of monitoring instrument only needs accumulation splicing rectangle protection framework can finish the work of burying underground of whole protecting device, reach protection purpose to monitoring instrument.
As mentioned above, although represented and explained the utility model that with reference to specific preferred embodiment it shall not be construed as the restriction to the utility model self.Under the spirit and scope prerequisite of the present utility model that does not break away from the claims definition, can make various variations in the form and details to it.

Claims (7)

1. a monitoring instrument is buried protective device underground; comprise two first Qian shape plates (1) and two second Qian shape plates (2); it is characterized in that: each described second Qian shape plate (2) is provided with L shaped draw-in groove (3) running through the place, right angle, and L shaped draw-in groove (3) back that two right angles of each described first Qian shape plate (1) embed two second Qian shape plates (2) respectively constitutes rectangle protection framework.
2. monitoring instrument according to claim 1 is buried protective device underground, it is characterized in that: the thickness of the width of described L shaped draw-in groove (3) and the described first Qian shape plate (1) is suitable.
3. monitoring instrument according to claim 1 is buried protective device underground, it is characterized in that: the described second Qian shape plate (2) locates to be provided with thickening layer (4) at L type draw-in groove (3).
4. monitoring instrument according to claim 1 is buried protective device underground, it is characterized in that: the described first Qian shape plate (1) and the second Qian shape plate (2) are provided with the Heave Here of outstanding ring-type in top.
5. monitoring instrument according to claim 4 is buried protective device underground, it is characterized in that: described Heave Here evenly is provided with 1 ~ 3 at the top, long limit of the described first Qian shape plate (1) and the second Qian shape plate (2).
6. monitoring instrument according to claim 1 is buried protective device underground, it is characterized in that: do elevation and indicate (5) on the inner surface of the described first Qian shape plate (1) and the second Qian shape plate (2) and external surface sustained height.
7. monitoring instrument according to claim 1 is buried protective device underground, it is characterized in that: described rectangle protection framework is by repeating stack setting more than two groups.
CN 201320013646 2013-01-11 2013-01-11 Protecting device used for embedding of monitoring instrument Withdrawn - After Issue CN203096700U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320013646 CN203096700U (en) 2013-01-11 2013-01-11 Protecting device used for embedding of monitoring instrument

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320013646 CN203096700U (en) 2013-01-11 2013-01-11 Protecting device used for embedding of monitoring instrument

Publications (1)

Publication Number Publication Date
CN203096700U true CN203096700U (en) 2013-07-31

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201320013646 Withdrawn - After Issue CN203096700U (en) 2013-01-11 2013-01-11 Protecting device used for embedding of monitoring instrument

Country Status (1)

Country Link
CN (1) CN203096700U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103061315A (en) * 2013-01-11 2013-04-24 河海大学 Monitoring instrument embedding protective device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103061315A (en) * 2013-01-11 2013-04-24 河海大学 Monitoring instrument embedding protective device
CN103061315B (en) * 2013-01-11 2014-07-09 河海大学 Monitoring instrument embedding protective device

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GR01 Patent grant
AV01 Patent right actively abandoned

Granted publication date: 20130731

Effective date of abandoning: 20140709

RGAV Abandon patent right to avoid regrant