CN207717493U - A kind of injection type mortar strength detector - Google Patents
A kind of injection type mortar strength detector Download PDFInfo
- Publication number
- CN207717493U CN207717493U CN201721685927.9U CN201721685927U CN207717493U CN 207717493 U CN207717493 U CN 207717493U CN 201721685927 U CN201721685927 U CN 201721685927U CN 207717493 U CN207717493 U CN 207717493U
- Authority
- CN
- China
- Prior art keywords
- leveling
- main body
- mortar
- injection type
- strength detector
- 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.)
- Expired - Fee Related
Links
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a kind of injection type mortar strength detectors, its key points of the technical solution are that：Handle including main body, in main body and the survey nail with main body coaxial arrangement, main body is equipped with makes it perpendicular to the leveling structure of mortar mortar joint for adjusting survey nail；Leveling structure includes leveling lugs and the adjustment means in leveling lugs；Adjustment means include the top leveling board set on leveling lugs upper surface, and top leveling board is arranged perpendicular to main body, and the upper surface of top leveling board is equipped with spirit level, by the way that leveling structure is arranged, has the advantages that the mortar for making survey follow closely on vertical injection horizontal plane.
Description
Technical field
The utility model is related to construction detection field, more particularly to a kind of injection type mortar strength detector.
Background technology
In the building process of masonry, need to bond adjacent building block using mortar, and the intensity of mortar also shadow
Ring the integral strength for the masonry for building completion by laying bricks or stones.So after the completion of masonry is built by laying bricks or stones, mortar in sampling Detection mortar mortar joint is needed
Intensity, to determine whether the intensity of mortar meets the requirements.
Penetration method detection is a kind of detection mode of mortar strength, according to《Testing Compressive Strength of Masonry Mortar by Penetration Resistance technology
Regulation》In term explain, penetration method detection use compression work spring loading, one survey follow closely injection mortar in, by survey follow closely
Depth of penetration is by strength test curve come the mortar strength that converts.
The Chinese patent that Authorization Notice No. is CN2270227Y, Shen Qing Publication/authorized announcement date is on December 10th, 1997
A kind of injection type mortar strength detector is disclosed, is made of main body, handle, survey nail, it is characterized in that：Class cylinder-shaped body and handle
For hand at impact bar T-shaped, that setting can move up and down in main body axle center, impact bar upper end, which passes through, covers a cupuliform at handle
Sit, on impact bar one, set can turn-knob up and down nut, there is the boss that can place compressed spring, compressed spring to put in the middle part of impact bar
It sets on boss, top is contacted with adjusting nut, and nail is surveyed in the lower end grafting of impact bar；In the both sides of main body, rectangle baffle is set,
The starter of the release spring equipped with cam face, starter are hinged in main body, are provided in the lower part of starter in baffle
" L " shape is linked up with, and the cam that hook one end is activated device is fixed, and the other end is hinged on the axis pin being arranged between two baffles, is hung
The tip of hook tangles the step of impact bar front end；Annular end is set in lower body part, one group of end face layer setting can be inserted into sand
Starch the cuboid homalocephalus of mortar joint.
It is in place of the deficiencies in the prior art, after rectangle homalocephalus is inserted into mortar mortar joint, is followed closely in injection mortar using surveying
The intensity for measuring mortar, when surveying the mortar strength for following closely measurement masonry horizontal plane, rectangle homalocephalus can not make survey nail in injection sand
Vertical state is in during slurry, being easy the generation lateral deviation when surveying nail injection mortar causes data inaccurate.
Utility model content
The purpose of this utility model is to provide a kind of injection type mortar strength detector, by the way that leveling structure is arranged, has
The advantages of making survey follow closely the mortar on vertical injection horizontal plane.
The above-mentioned technical purpose of the utility model technical scheme is that：
A kind of injection type mortar strength detector, including main body, the handle in main body and with main body coaxial arrangement
Nail is surveyed, the main body is equipped with makes it perpendicular to the leveling structure of mortar mortar joint for adjusting survey nail；The leveling structure includes
Leveling lugs and the adjustment means in leveling lugs；The adjustment means include the top leveling set on leveling lugs upper surface
Plate, the top leveling board are arranged perpendicular to the main body, and the upper surface of the top leveling board is equipped with spirit level.
Using above-mentioned technical proposal, when using injection type mortar strength detector, the position for following closely alignment mortar mortar joint will be first surveyed
It sets, then leveling lugs is set up on masonry.Then the position that handle adjusts main body is grasped, the bubble position on spirit level is made
In center, so top leveling board is just horizontal, and the main body vertical with top leveling board and survey nail are then in perpendicular
Then straight state will be surveyed and follow closely the intensity for measuring mortar in injection mortar.
Further preferably：The lower section of the top leveling board is equipped with movable plate, and the movable plate is slided with the main body
Cooperation, is provided with the leveling for adjusting movable plate and top leveling board distance between the movable plate and the top leveling board
Part.
Using above-mentioned technical proposal, after leveling lugs is set up on masonry, the position coarse adjustment spirit level of main body is adjusted.
Then it adjusts leveling part and accurately adjusts spirit level, so that the bubble on spirit level is located at center so that it is more smart to adjust result
Really, the complicated processes for manually adjusting body position leveling are decreased, the efficiency of leveling is improved.
Further preferably：The leveling part includes the screw rod being rotationally connected on the top leveling board and is fixed on
Nut on the screw rod, the threaded one end far from the top leveling board is connected on the movable plate on the screw rod.
Using above-mentioned technical proposal, rotating nut so that screw rod rotates synchronously, and adjusts the raising and lowering of movable plate, from
And adjust the distance of movable plate and top leveling board so that the bubble in spirit level moves, and realizes precisely to adjust and surveys nail
The effect of position.
Further preferably：It is connected in the main body and surveys one end of nail and be equipped with aligning members, there are two the aligning members are set, and
Two aligning members are located along the same line with survey nail.
Using above-mentioned technical proposal, when using injection type mortar strength detector, first mortar mortar joint is directed at aligning members
Position, since two aligning members are located along the same line with nail is surveyed, so when two aligning members are directed at the position of mortar mortar joint,
Survey the position that nail is also targeted by mortar mortar joint so that the position for surveying nail is more accurate, while facilitating measurement, when shortening measurement
Between.
Further preferably：Two aligning members are connected with connecting pin, the connecting pin on one end close to main body
It is connect with the body rotation.
Using above-mentioned technical proposal, when using injection type mortar strength detector, survey nail is first made to be substantially aligned with mortar mortar joint
Position, be then rotatablely connected end, change the position of aligning members and adjust the position of main body simultaneously so that aligning members are accurately right
Quasi- mortar mortar joint improves the accuracy during aligning members adjustment.That is, when the position phase of aligning members and mortar mortar joint
When difference is larger, without rotating main body to adjust the position of aligning members, it is only necessary to end is rotatablely connected, to make aligning members close to mortar
Mortar joint improves the efficiency of measurement.
Further preferably：The side of the top leveling board is equipped with side tuned plate, and the side tuned plate is equipped with round level
Device.
Circle upward by side tuned plate, is made when needing to measure the mortar mortar joint on endways masonry using above-mentioned technical proposal
The substantially centered position of bubble of spirit level, nail alignment mortar mortar joint will be surveyed by first passing through aforesaid way.Regulating part is adjusted to make
The bubble of universal level is located at center, will then survey and follows closely the intensity for measuring mortar in injection mortar.
Further preferably：The spirit level is including the first long tube spirit level and perpendicular to the first long tube spirit level
The second long tube spirit level being arranged.
Using above-mentioned technical proposal, when adjusting spirit level, the gas of the first long tube spirit level and the second long tube spirit level is enabled
Bubble is respectively positioned on center, and the position of top leveling board on two dimensions is respectively positioned on horizontal plane at this time.
Further preferably：The leveling lugs includes support column and the backing plate set on the support column bottom, the pad
Plate is arranged perpendicular to the support column.
Using above-mentioned technical proposal, backing plate increases the contact area of support column and masonry measuring surface, keeps survey nail more steady
It is fixed, it is further reduced the case where injection type mortar strength detector deviates in measurement process.
In conclusion the utility model has the advantages that：
1, by the way that leveling structure is arranged, when horizontal plane of the injection type mortar strength detector in measurement masonry, survey is made to follow closely
Remain vertical；
2, side tuned plate on the leveling board of top is set, and universal level is set, when injection type mortar strength detector exists
When measuring the vertical plane of masonry, survey nail is made to remain horizontal.
Description of the drawings
Fig. 1 is the overall structure diagram of injection type mortar strength detector；
Fig. 2 is the vertical view of injection type mortar strength detector, basically illustrates the first long tube spirit level and the second long tube
The position of spirit level.
In figure, 1, main body；11, nail is surveyed；12, handle；2, leveling structure；21, adjustment means；211, top leveling board；
212, movable plate；22, leveling lugs；221, support column；222, backing plate；3, leveling part；31, screw rod；32, nut；4, the first long tube
Spirit level；5, the second long tube spirit level；6, connecting pin；61, aligning members；7, side tuned plate；71, universal level.
Specific implementation mode
The utility model is described in further detail below in conjunction with attached drawing.
Embodiment：A kind of injection type mortar strength detector, as shown in Figure 1, include main body 1, one end of main body 1 be equipped with
Its survey being coaxially disposed follows closely 11, is followed closely far from survey in main body 1 and is equipped with perpendicular setting handle 12 at 11.It is strong using penetration type mortar
When spending detector, handle 12 is with the hands held, is followed closely surveying in 11 injection mortars, measures the intensity of mortar.
As shown in Figure 1, when for mortar strength on measuring masonry horizontal plane so that survey nail 11 and keep vertical, in master
Body 1 is equipped with leveling structure 2.Leveling structure 2 includes adjustment means 21 and the tune for being used to support adjustment means 21 and main body 1
Flatrack 22.Wherein, adjustment means 21 include top leveling board 211 and the movable plate 212 positioned at 211 lower section of top leveling board；It adjusts
Flatrack 22 includes being fixed on four support columns 221 of 212 lower surface of movable plate, and the bottom of support column 221 is vertically equipped with backing plate
222。
In order to facilitate leveling, leveling part 3, and top leveling board 211 are equipped between top leveling board 211 and movable plate 212
Upper surface be equipped with orthogonal first long tube spirit level 4 and the second long tube spirit level 5（See Fig. 2）, adjusted by leveling part 3
The distance between top leveling board 211 and movable plate 212 so that the gas in the first long tube spirit level 4 and the second long tube spirit level 5
Bubble is located at center, and top leveling board 211 is made to be horizontal, to achieve the effect that survey nail 11 is vertical.
As shown in Figure 1, wherein top leveling board 211 is perpendicularly fixed in main body 1, and it is rectangle setting.Meanwhile it is mobile
The profile boundaries of plate 212 are consistent with top leveling board 211, and movable plate 212 and 1 gap of main body and are slidably matched.Movable plate 212
Four support columns 221 of bottom are arranged perpendicular to movable plate 212.
As shown in Figure 1, leveling part 3 includes screw rod 31 and the nut 32 being integrally arranged with screw rod 31；One end of screw rod 31
The lower surface of top leveling board 211 is rotationally connected with by bearing, the other end of screw rod 31 is threadedly connected to the upper of movable plate 212
Surface.In order to promote the accuracy of adjusting, there are three leveling part 3 is uniformly distributed on movable plate 212.
As shown in Figure 1,11 alignment mortar mortar joints are followed closely in order to enable will can quickly be surveyed in measurement process, main body 1
The one end for being equipped with survey nail 11 is rotatably connected to connecting pin 6, and there are two aligning members 61, two alignments for the lower section fixation of connecting pin 6
Part 61 is in nail 11 is surveyed on same straight line.When two aligning members 61 are directed at mortar mortar joint, survey nail 11 and be also directed at mortar simultaneously
Mortar joint.
As shown in Figure 1, when in order to mortar strength on detecting masonry vertical plane so that it is horizontal to survey nail 11, is pushing up
Side tuned plate 7 is set on one of portion's leveling board 211 side, and side tuned plate 7 is parallel to the setting of main body 1.It is fixed on side tuned plate 7
Universal level 71.When in use, upward by side tuned plate 7, the bubble adjusted in universal level 71 is located at center, at this time
Side tuned plate 7 and survey nail 11 are in horizontality simultaneously.
The utility model use process is as follows, when need measure masonry horizontal plane on mortar strength when, by support column
221 stand on masonry, and mobile injection type mortar strength detector makes aligning members 61 be directed at mortar mortar joint.Then rotating nut 32,
Screw rod 31 rotates synchronously, and adjusts the distance between movable plate 212 and top leveling board 211, and the on the leveling board 211 of observation top
One long tube spirit level 4 and the second long tube spirit level 5, make the bubble in two spirit levels be respectively positioned on center.Then it will survey and follow closely
In 11 injection mortars, the intensity of mortar is measured.
When needing to measure the mortar strength on masonry vertical plane, upward by side tuned plate 7 first, make the circle on side tuned plate 7
Bubble in spirit level 71 leans on entad.Rotation connection end 6 makes aligning members 61 be directed at mortar mortar joint, then by support column
221 stand on masonry, are used in combination a hand to push down handle 12, prevent injection type mortar strength detector from falling.Then it rotates successively
Three nuts 32 adjust the bubble in universal level 71, are at center, then will survey 11 injection mortars of nail and always survey
Measure the intensity of mortar.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability
Field technique personnel can as needed make the present embodiment the modification of not creative contribution after reading this specification, but
As long as within the protection scope of the present utility model all protected by Patent Law.
Claims (8)
1. a kind of injection type mortar strength detector, including main body（1）, be set to main body（1）On handle（12）With with main body（1）
The survey of coaxial arrangement is followed closely（11）, which is characterized in that the main body（1）It is equipped with and surveys nail for adjusting（11）Make it perpendicular to mortar
The leveling structure of mortar joint（2）；The leveling structure（2）Including leveling lugs（22）And it is set to leveling lugs（22）On adjustment means
（21）；The adjustment means（21）Including being set to leveling lugs（22）The top leveling board of upper surface（211）, the top leveling board
（211）Perpendicular to the main body（1）Setting, and the top leveling board（211）Upper surface be equipped with spirit level.
2. a kind of injection type mortar strength detector according to claim 1, which is characterized in that the top leveling board
（211）Lower section be equipped with movable plate（212）, the movable plate（212）With the main body（1）It is slidably matched；The movable plate
（212）With the top leveling board（211）Between be provided with for adjusting movable plate（212）With top leveling board（211）Distance
Leveling part（3）.
3. a kind of injection type mortar strength detector according to claim 2, which is characterized in that the leveling part（3）Packet
It includes and is rotationally connected with the top leveling board（211）On screw rod（31）And it is fixed on the screw rod（31）On nut
（32）, the screw rod（31）The upper separate top leveling board（211）Threaded one end be connected to the movable plate（212）On.
4. a kind of injection type mortar strength detector according to claim 1, which is characterized in that the main body（1）Upper company
There is survey to follow closely（11）One end be equipped with aligning members（61）, the aligning members（61）There are two if, and two aligning members（61）With
The survey nail（11）It is located along the same line.
5. a kind of injection type mortar strength detector according to claim 4, which is characterized in that two aligning members
（61）Close to main body（1）One end on be connected with connecting pin（6）, the connecting pin（6）With the main body（1）Rotation connection.
6. a kind of injection type mortar strength detector according to claim 5, which is characterized in that the top leveling board
（211）Side be equipped with side tuned plate（7）, the side tuned plate（7）It is equipped with universal level（71）.
7. a kind of injection type mortar strength detector according to claim 1, which is characterized in that the spirit level includes the
One long tube spirit level（4）And perpendicular to the first long tube spirit level（4）The second long tube spirit level being arranged（5）.
8. a kind of injection type mortar strength detector according to claim 1, which is characterized in that the leveling lugs（22）Packet
Include support column（221）And it is set to the support column（221）The backing plate of bottom（222）, the backing plate（222）Perpendicular to the branch
Dagger（221）Setting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721685927.9U CN207717493U (en) | 2017-12-06 | 2017-12-06 | A kind of injection type mortar strength detector |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721685927.9U CN207717493U (en) | 2017-12-06 | 2017-12-06 | A kind of injection type mortar strength detector |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207717493U true CN207717493U (en) | 2018-08-10 |
Family
ID=63059884
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721685927.9U Expired - Fee Related CN207717493U (en) | 2017-12-06 | 2017-12-06 | A kind of injection type mortar strength detector |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207717493U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110793845A (en) * | 2019-12-20 | 2020-02-14 | 大连理工大学 | Carrying platform for ocean soil strength test injection device and using method |
-
2017
- 2017-12-06 CN CN201721685927.9U patent/CN207717493U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110793845A (en) * | 2019-12-20 | 2020-02-14 | 大连理工大学 | Carrying platform for ocean soil strength test injection device and using method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205157773U (en) | But tunnel lining of automatically regulated height and angle detects support | |
| CN209513401U (en) | A kind of reisilometer multiple spot detection auxiliary stand | |
| CN207717493U (en) | A kind of injection type mortar strength detector | |
| CN106814346A (en) | Can automatic controlled height and angle tunnel-liner detection support and detection method | |
| CN103117444A (en) | Arc guide rail angle adjustment testing frame for field strength antenna | |
| CN208076294U (en) | A kind of consolidation apparatus | |
| CN206891427U (en) | Road and bridge construction measurement apparatus | |
| CN204679652U (en) | Mine transient electromagnetic orientation accuracy controlling wire frame device | |
| CN105547092A (en) | CC-type cage pocket height measurement apparatus | |
| CN207501847U (en) | The testing apparatus for verticality of vertical structure | |
| CN212747808U (en) | Geological profile measuring device | |
| CN209327157U (en) | Mortar consistency tester is used in a kind of detection of mortar | |
| CN206037979U (en) | Measurement device for reinforcing bar and concrete bonding relative slippage volume | |
| CN212845196U (en) | Calibrating device for ultrasonic rebound probe | |
| CN210981085U (en) | Municipal works are managed with earthwork pine and are spread thickness detection chi | |
| CN204807941U (en) | Stopwatch test fixture | |
| CN209148454U (en) | A kind of injection type mortar strength detector | |
| CN211260218U (en) | Template verticality detection device | |
| CN207019668U (en) | Railroad bridge rocker bearing inclined angle measuring instrument | |
| CN209689577U (en) | A kind of flatness detection electrooptical device | |
| RU2469268C1 (en) | Device for surveying pillar mining sections | |
| CN219084523U (en) | Measuring device for friction angle of rock mass fracture | |
| CN105527183A (en) | Rubber hardness measurement system, transfer device and measuring method | |
| CN210293215U (en) | Support frame for engineering budget horizontal distance measuring instrument | |
| CN110252828A (en) | Auxiliary device for laser positioning detection |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180810 Termination date: 20201206 |