CN203701066U - Soil pressure meter position-adjustable fixed installation device - Google Patents
Soil pressure meter position-adjustable fixed installation device Download PDFInfo
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- CN203701066U CN203701066U CN201420060369.7U CN201420060369U CN203701066U CN 203701066 U CN203701066 U CN 203701066U CN 201420060369 U CN201420060369 U CN 201420060369U CN 203701066 U CN203701066 U CN 203701066U
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- pressure gauge
- earth pressure
- hoop
- pressure meter
- soil pressure
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Abstract
The utility model relates to a soil pressure meter position-adjustable fixed installation device. The fixed installation device is installed on the periphery of a soil pressure meter. The soil pressure meter position-adjustable fixed installation device is characterized in that a hoop made of rigid panels is arranged, and the thickness of the hoop is equal to or small than the thickness of the soil pressure meter; the shape of the loop is coincident with the shape of the periphery of the soil pressure meter; the size of the interior of the loop is equal to or slightly larger than the size of the periphery of the soil pressure meter; two fixed reinforcing steel bars are fixed on the back face of the loop, bending hooks are arranged at one ends of the two fixed reinforcing steel bars respectively, and the other ends of the two fixed reinforcing steel bars respectively slant in the direction of the back face. By means of the soil pressure meter position-adjustable fixed installation device, the soil pressure meter can be conveniently and accurately installed, the problem that the soil pressure meter is prone to being covered with concrete after being embedded can be solved, installation time is further saved, the soil pressure meter is protected, the installation cost is reduced, and the soil pressure meter position-adjustable fixed installation device is an ideal way for solving the problem that the soil pressure meter is convenient to install, and is quite obvious in economic, environmental and social benefits.
Description
Technical field
The utility model belongs to earth pressure test field in rock-soil engineering in-situ observation, be particularly related to the impact monitoring of the soil body on large-sized concrete malformation and stability under the environment complicated and changeable such as ocean and the underground space, the interfacial type that can be used for earth pressure gauge is installed and the precision that improves earth pressure gauge monitored data.
Background technology
Along with China's economic status is in the continuous lifting of production globalization great development, the requirement that meets the adjustment of national development strategy simultaneously and harbour capacity is significantly promoted, China's port construction is in recent years towards the general layout development of maximization, deep water.But China coast deepwater regions exists the very poor deep ooze soil layer of a large amount of mechanics index of physics, and under the shorter condition of construction period and based on saving the angle of investing, the construction of many major ports has adopted various new breakwater structure.In view of the stressed complexity of mole, especially the interaction of breakwater structure and soft clay stratum is most important for applicability and the reliability of assay Novel breakwater structure, and therefore whether the interfacial type mounting method of earth pressure gauge is scientific and reasonable just seems extremely crucial.
The interfacial type of earth pressure gauge is often installed and is adopted and shift to an earlier date pre-buried mode at present, by the method for colligation or welding, earth pressure gauge is connected with structure reinforcing bars, to be fixed in concrete structural surface.But the earth pressure gauge " survival rate " that adopts such mode easily to cause interface to bury underground is lower, the distortion of large-sized concrete structure and the dynamic processes of stress such as the more difficult true reflection Novel breakwater of monitoring the data obtained, be therefore difficult to Novel breakwater etc. to carry out multianalysis research.By the conclusion of existing engineering is summed up, the weak point main manifestations that tradition shifts to an earlier date pre-buried mode is following three aspects:
(1) construction that earth pressure gauge interfacial type is installed is consuming time longer.Tradition shifts to an earlier date in pre-buried mode, and earth pressure gauge itself, without fastening devices, needs to adopt colligation or welding that it is connected with structure reinforcing bars, and adjusts in real time installation site according to thickness of concrete cover simultaneously, therefore buries the time that an earth pressure gauge need to be longer underground.Especially need to bury more earth pressure gauge underground for large-sized concrete structure, need the more substantial engineering time, thereby the duration progress of whole engineering is impacted.
(2) reliability that earth pressure gauge interfacial type is installed is lower.Tradition shifts to an earlier date in pre-buried mode, and earth pressure gauge is difficult to adjust its installation site after burying underground.Formwork hoisting, concreting and the work progress such as vibrate all likely cause the skew of the original installation site of earth pressure gauge, and wherein the impact of formwork hoisting is larger.Due to the large Heavy Weight of the volume of template own; in hoisting process, be difficult to control its balance; easily push earth pressure gauge and cause its displacement; make gained monitored data depart from former design attitude or earth pressure gauge is embedded in the monitoring effect that loses interface soil pressure in concrete cover, therefore to shift to an earlier date the reliability that in pre-buried mode, earth pressure gauge interfacial type is installed lower for tradition.
(3) precision of earth pressure gauge monitored data is poor.Tradition shifts to an earlier date in pre-buried mode, earth pressure gauge is often difficult to keep earth pressure gauge surface to flush with concrete structural surface after burying underground, make to leave larger gap between the two, therefore in pouring construction process, easily cause the thicker concrete of earth pressure gauge surface coverage one deck, and gained monitored data fails truly to reflect the stressing conditions of interface soil pressure, makes the precision of monitored data and reliability poor.
Therefore, develop a kind of interfacial type erecting device of earth pressure gauge very necessary for feasibility and the paractical research of new concrete structure.
Summary of the invention
In order to overcome the problems referred to above of prior art; the purpose of this utility model is to provide the adjustable position of a kind of earth pressure gauge secure mounting arrangements; by the use of this device; can carry out easily and accurately the installation of earth pressure gauge; and can solve earth pressure gauge and bury the rear problem easily being covered by concrete underground, further save the set-up time, protection earth pressure gauge, reduce installation cost.
The technical scheme that completes above-mentioned utility model task is: the adjustable position of a kind of earth pressure gauge secure mounting arrangements, this device need be arranged on the periphery of earth pressure gauge, it is characterized in that, be provided with the hoop being made up of rigidity sheet material, the thickness (what show on rigidity sheet material is " width ") of this hoop is equal to or less than the thickness of earth pressure gauge; The shape of this hoop is consistent with the shape of earth pressure gauge periphery wherein; The interior size of this hoop equals or is slightly larger than the wherein Outside Dimensions of earth pressure gauge; At the back side of this hoop (, wherein manometric back side direction), be fixed with two fixing reinforcing bars, one end of these two fixing reinforcing bars is respectively equipped with crotch; The other end tilts to back side direction respectively.
Wherein said " back side direction ", refers to the stressed back side direction pointed of earth pressure gauge, and it is general vertical with the plane of earth pressure gauge.
More than the prioritization scheme of design has:
The stage casing of two described fixing reinforcing bars is respectively provided with two bending segments, and these two bending segments make its outside reinforcing bar shift to manometric back side direction; These two bending segments projector distance in the vertical direction, equals the thickness (referring to Fig. 1-1, Fig. 1-2) of place concrete cover.Wherein said " vertical direction ", the direction vertical with earth pressure gauge " back side direction ".
Described " one end of two fixing reinforcing bars is respectively equipped with crotch ", the internal diameter of its crotch, equals or is slightly larger than the diameter of the structure reinforcing bars of institute's hook;
Described " other end of two fixing reinforcing bars tilts to back side direction respectively ", the projector distance in the vertical direction of its sloping portion, equals in order to prevent that earth pressure gauge from contacting not tight and reserved small deformation amount with stay in place formwork.
Described two fixing reinforcing bars, in the permanent position at hoop back, are each 1/3 places at hoop diameter.
In other words, structure of the present utility model is: adjustable position secure mounting arrangements with 1～2mm steel sheet and plate as hoop, steel sheet width is identical with earth pressure gauge thickness or be slightly less than earth pressure gauge thickness and (ensure that earth pressure gauge surface flushes or slightly protrude from hoop with hoop, avoid hoop to affect contacting of the soil body and earth pressure gauge), according to the shape of earth pressure gauge (in this enforcement, earth pressure gauge is circular) processing hoop, make hoop wale earth pressure gauge, joint, hoop two ends gets out screw and is screwed (as shown in Fig. 2-1, Fig. 2-2).Two hooked bars of each 1/3 place's welding at hoop back, the size of crotch is slightly larger than structure horizontal bar diameter, and the length of hooked bar is determined according to the spacing of transverse reinforcement in works.Hooked bar lower rebar slightly tilts to structure horizontal bar, make slightly outstanding structural concrete surface (as Figure 1-3), earth pressure gauge surface, like this, after works installation form, template is pushed down earth pressure gauge surface, earth pressure gauge surface and template surface energy close contact.
The key problem in technology that the utility model need to solve is: according to earth pressure gauge apparent size and cross sectional shape, and processing earth pressure gauge adjustable fixer hoop, thereby fixing earth pressure gauge; Two braces are welded at adjustable fixer hoop back certain flexible reinforcing bar crotch, crotch tangles the horizontal or longitudinal reinforcement in works, crotch bottom diagonal bar withstands the structure reinforcing bars below earth pressure gauge, and whole fastening devices back reinforcing bar crotch makes earth pressure gauge fix and make slightly outstanding structural concrete surface (as shown in Fig. 3-1, Fig. 3-2), earth pressure gauge surface.After stay in place formwork is installed, can make by the way earth pressure gauge surface and template surface close contact, after concreting, can make earth pressure gauge surface flush with concrete surface, thereby ensure the accuracy of the measured data of earth pressure gauge.
beneficial effect
The utility model contrast prior art has following innovative point:
1, accurate based on this device installation interface formula earth pressure gauge position, realize the adjusting voluntarily of earth pressure gauge installation site.In this device, use resilient hook reinforcing bar, can make earth pressure gauge surface slightly give prominence to concrete structural surface, thereby keep flushing of earth pressure gauge surface and concrete structural surface by the extruding of template in formwork hoisting, concreting process.Overcome and adopted colligation or the fixing earth pressure gauge of welding method to be difficult to adjust the deficiency that position easily causes its displacement.
2, this device has engineering adaptability widely.According to earth pressure gauge Outside Dimensions and the cross sectional shape of different size, can process corresponding adjustable fixer, and in this device, welding two braces has certain flexible reinforcing bar crotch, can be applicable to the interface Monitoring on Earth Pressure of each large-sized concrete structure by regulation fixing apparatus size.
3, this device has good protective and safety.The interfacial type that this device can be realized earth pressure gauge without welding is fixed, and has effectively avoided welding easily to cause the impaired risk of earth pressure gauge.In addition, in this device, hoop has good protective, in concrete pouring construction process, can effectively resist the impact of coarse aggregate to earth pressure gauge.
The utility model contrast prior art has following remarkable advantage:
1, the accuracy rate of interfacial type earth pressure gauge installation and the precision of monitored data have been improved.Can exactly earth pressure gauge be mounted to design assigned address by this device, and haveing suffered the earth pressure gauge of having buried underground in the work progress phenomenon that is not shifted, do not considering the product quality factor of earth pressure gauge, the accuracy rate that interfacial type earth pressure gauge is installed can reach 100%, has ensured the precision of monitored data simultaneously.
2, " survival rate " of earth pressure gauge and the reliability of installing have been improved.In this device, hoop has good protective, and in device, weld two braces and had certain flexible reinforcing bar crotch, can regulate voluntarily installation site, do not considering the product quality factor of earth pressure gauge, " survival rate " of interfacial type earth pressure gauge can be increased to 100% from 85% of common engineering requirement.
3, improved the installation rate of interfacial type earth pressure gauge.This device can be installed earth pressure gauge quick and easy, exactly, shifts to an earlier date pre-buried mode and constructs consuming timely 1/3 ~ 1/2 thereby can shorten tradition, has effectively ensured that monitoring is installed to be connected with the engineering of structure construction.
The adjustable position of earth pressure gauge of the present utility model secure mounting arrangements, can carry out easily and accurately the interfacial type of earth pressure gauge installs, and solve earth pressure gauge and buried the rear problem easily being covered by concrete underground, further saving set-up time, " survival rate " that improve earth pressure gauge, reduction installation cost, be a kind of ideal device that overcomes existing mounting technique deficiency, its economic benefit and social benefit are very remarkable.
Brief description of the drawings
Fig. 1-1,1-2 are this device and scheme of installation thereof;
Fig. 2-1,2-2 are that earth pressure gauge is installed to the schematic diagram in this fastening devices;
Fig. 3-1,3-2 earth pressure gauge are installed to the schematic diagram in structure by this fastening devices.
Detailed description of the invention
In order to make the purpose of this utility model, technical scheme and advantage clearer, below in conjunction with drawings and Examples 1, the utility model device is described in further detail.Concrete case study on implementation described herein is only in order to explain the utility model, and is not used in restriction the utility model.
Embodiment 1, according to earth pressure gauge apparent size, with 1～2mm steel sheet and plate as hoop 1, steel sheet width is identical with earth pressure gauge 5 thickness or be slightly less than earth pressure gauge thickness and (ensure that earth pressure gauge surface flushes or slightly protrude from hoop with hoop, avoid contacting of hoop impact soil and earth pressure gauge), according to the shape of earth pressure gauge (in this enforcement, earth pressure gauge is circular) processing hoop, make hoop wale earth pressure gauge, hoop 1 joint, two ends gets out screw and uses screw 3 fixing (as shown in Fig. 2-1, Fig. 2-2).Two hooked bars of each 1/3 place's welding (fixing reinforcing bar) 2 at hoop 1 back, the size of crotch 4 is slightly larger than structure horizontal bar diameter, and the length of hooked bar 2 is determined according to the spacing of transverse reinforcement in works.Hooked bar lower rebar slightly tilts to structure horizontal bar, make earth pressure gauge 5 slightly outstanding structural concrete surfaces (as shown in Fig. 3-1, Fig. 3-2), surface, like this, after works installation form, template is pushed down earth pressure gauge surface, earth pressure gauge surface and template surface energy close contact.
Process after fastening devices, earth pressure gauge is put into fastening devices, and hoop 1 two ends screw is put on to screw 3 and fixedly tighten, then earth pressure gauge 5 and fastening devices are mounted in structure.For preventing that soil pressure from taking into account fastening devices and occurring skew in structure construction procedure, soil pressure take into account fastening devices be mounted to structure in after, by galvanized wire and the colligation of structure horizontal bar firm (8,9 places of Fig. 3-1,3-2) for hooked bar in fastening devices.In figure 6 is earth pressure gauge cable; 7 is the colligation of cable and structure reinforcing bars.
Claims (5)
1. the adjustable position of an earth pressure gauge secure mounting arrangements, this secure mounting arrangements is arranged on the periphery of earth pressure gauge, it is characterized in that, is provided with the hoop being made up of rigidity sheet material, and the thickness of this hoop is equal to or less than the thickness of earth pressure gauge; The shape of this hoop is consistent with the shape of earth pressure gauge periphery wherein; The interior size of this hoop equals or is slightly larger than the wherein Outside Dimensions of earth pressure gauge; At the back side of this hoop, be fixed with two fixing reinforcing bars, one end of these two fixing reinforcing bars is respectively equipped with crotch; The other end tilts to back side direction respectively.
2. the adjustable position of earth pressure gauge according to claim 1 secure mounting arrangements, is characterized in that, the stage casing of two described fixing reinforcing bars is respectively provided with two bending segments, and these two bending segments make its outside reinforcing bar shift to manometric back side direction; These two bending segments projector distance in the vertical direction, equals the thickness of place concrete cover.
3. the adjustable position of earth pressure gauge according to claim 1 secure mounting arrangements, is characterized in that, described " one end of two fixing reinforcing bars is respectively equipped with crotch ", and the internal diameter of its crotch, equals or is slightly larger than the diameter of the structure reinforcing bars of institute's hook.
4. the adjustable position of earth pressure gauge according to claim 1 secure mounting arrangements, it is characterized in that, described " other end of two fixing reinforcing bars tilts to back side direction respectively ", the projector distance in the vertical direction of its sloping portion, equals in order to prevent that earth pressure gauge from contacting not tight and reserved small deformation amount with stay in place formwork.
5. according to the adjustable position of the earth pressure gauge secure mounting arrangements one of claim 1-4 Suo Shu, it is characterized in that, described two fixing reinforcing bars, in the permanent position at hoop back, are each 1/3 places at hoop diameter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420060369.7U CN203701066U (en) | 2014-02-10 | 2014-02-10 | Soil pressure meter position-adjustable fixed installation device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420060369.7U CN203701066U (en) | 2014-02-10 | 2014-02-10 | Soil pressure meter position-adjustable fixed installation device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203701066U true CN203701066U (en) | 2014-07-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420060369.7U Withdrawn - After Issue CN203701066U (en) | 2014-02-10 | 2014-02-10 | Soil pressure meter position-adjustable fixed installation device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203701066U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103806426A (en) * | 2014-02-10 | 2014-05-21 | 水利部交通运输部国家能源局南京水利科学研究院 | Adjustable position fixing installation device of soil pressure gauge |
| CN104294863A (en) * | 2014-10-20 | 2015-01-21 | 中国科学院武汉岩土力学研究所 | Cord type in-hole monitor positioning and embedding device |
| CN106703000A (en) * | 2016-11-30 | 2017-05-24 | 河海大学 | Field earth pressure cell burying device and method thereof |
| CN107677400A (en) * | 2017-09-28 | 2018-02-09 | 北京工业大学 | A kind of mounting and positioning device of pressure from surrounding rock box |
-
2014
- 2014-02-10 CN CN201420060369.7U patent/CN203701066U/en not_active Withdrawn - After Issue
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103806426A (en) * | 2014-02-10 | 2014-05-21 | 水利部交通运输部国家能源局南京水利科学研究院 | Adjustable position fixing installation device of soil pressure gauge |
| CN104294863A (en) * | 2014-10-20 | 2015-01-21 | 中国科学院武汉岩土力学研究所 | Cord type in-hole monitor positioning and embedding device |
| CN104294863B (en) * | 2014-10-20 | 2016-02-10 | 中国科学院武汉岩土力学研究所 | In a kind of cotton rope formula hole, position embedded device demarcated by instrument |
| CN106703000A (en) * | 2016-11-30 | 2017-05-24 | 河海大学 | Field earth pressure cell burying device and method thereof |
| CN107677400A (en) * | 2017-09-28 | 2018-02-09 | 北京工业大学 | A kind of mounting and positioning device of pressure from surrounding rock box |
| CN107677400B (en) * | 2017-09-28 | 2020-01-24 | 北京工业大学 | Installation positioner of country rock pressure cell |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20140709 Effective date of abandoning: 20150909 |
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| RGAV | Abandon patent right to avoid regrant |