CN206917649U - Soil body of deep foundation pit deep layer lateral displacement monitoring holes initial perpendicular degree determines device - Google Patents
Soil body of deep foundation pit deep layer lateral displacement monitoring holes initial perpendicular degree determines device Download PDFInfo
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- CN206917649U CN206917649U CN201720430151.XU CN201720430151U CN206917649U CN 206917649 U CN206917649 U CN 206917649U CN 201720430151 U CN201720430151 U CN 201720430151U CN 206917649 U CN206917649 U CN 206917649U
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- China
- Prior art keywords
- rotating shaft
- inclinometer pipe
- monitoring holes
- foundation pit
- soil body
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- A Measuring Device Byusing Mechanical Method (AREA)
Abstract
The utility model discloses a kind of soil body of deep foundation pit deep layer lateral displacement monitoring holes initial perpendicular degree to determine device,Soil body of deep foundation pit deep layer lateral displacement monitoring holes initial perpendicular degree measure device includes inclinometer pipe,Bobbin winoler and display instrument,Described inclinometer pipe one end is provided with probe,The other end is connected with cable,The cable coiling is on bobbin winoler,And one end is connected with display instrument,The bobbin winoler includes support and wire spool,The wire spool is connected by rotating shaft one with holder pivots,One end that support is extended in the rotating shaft one is provided with a bearing,The bearing is provided with crank handle,The crank handle drives rotating shaft one to circumferentially rotate and be rotatablely connected by the relative seat of a rotating shaft two,The fixed plate being fixedly connected with rotating shaft one is additionally provided between the crank handle and rotating shaft one,The fixed plate is provided with one and is used for the abutting device that limit rotary shaft one is rotated further,With easy to operate,The advantages of measurement result is accurate.
Description
Technical field
A kind of deep basal pit detection device is the utility model is related to, more particularly to a kind of soil body of deep foundation pit deep layer lateral displacement prison
Gaging hole initial perpendicular degree determines device.
Background technology
With the development of urban construction, skyscraper is more and more, in order to solve the needs of civil air defense constructions and installations and garage, underground
The construction of room is more and more, and thing followed Foundation Pit Construction is also more and more, and its cutting depth is also increasing, current
Foundation depth has been above greatly 4.0m.Due to underground soil mass property, loading condition, the complexity of construction environment, only base area
Matter reconnoitres data and laboratory soil test parameter to determine design and arrangement and method for construction, often containing many uncertain factors, to
The soil body character that triggers in work progress, environment, close to buildings, underground installation change monitoring must not into engineering construction
The important step that can lack, while the eyes that correcting is really constructed are also referred to, it is the requisite measure for avoiding accident from occurring, is a kind of information
Technology.Currently, the same three basic elements for being listed in deep-foundation pit engineering quality assurance of design, construction of pit retaining monitoring and engineering.
Utility model content
The purpose of this utility model is to provide a kind of soil body of deep foundation pit deep layer lateral displacement monitoring holes initial perpendicular degree measure
Device, for carrying out measuring for verticality to deep basal pit monitoring holes, there is the advantages of easy to operate, measurement result is accurate.
Above-mentioned technical purpose of the present utility model technical scheme is that：
A kind of soil body of deep foundation pit deep layer lateral displacement monitoring holes initial perpendicular degree determines device, including inclinometer pipe, bobbin winoler
And display instrument, described inclinometer pipe one end are provided with probe, the other end is connected with cable, the cable coiling on bobbin winoler and
One end is connected with display instrument, and the bobbin winoler includes support and wire spool, and the wire spool is connected by rotating shaft one and holder pivots
Connect, one end that support is extended in the rotating shaft one is provided with a bearing, and the bearing is provided with crank handle, and the crank handle drives
Rotating shaft one is circumferentially rotated and is rotatablely connected by the relative seat of a rotating shaft two, is additionally provided between the crank handle and rotating shaft one with turning
The fixed plate that axle one is fixedly connected, the fixed plate are provided with one and are used for the abutting device that limit rotary shaft one is rotated further.
Using said structure, when carrying out measuring for verticality to deep basal pit monitoring holes, by by inclinometer pipe towards probe one end
It is introduced into monitoring holes, and then controls rotating shaft one to rotate by crank handle, cable is come up, inclinometer pipe is slowly dropped
In in monitoring holes, monitoring holes inner wall inclination is detected by probe, so as to be conveyed the signal detected by cable
Onto display screen, display detects the perpendicularity of monitoring holes；And then by fixed plate push against device limit rotary shaft one after
Continuous to rotate, so as to lock wire spool, inclinometer pipe can rest on the optional position of monitoring holes according to detection demand, meet its detection
It is more accurate；When cable winding is got up, wire spool is locked by pushing against device, can also be avoided during, cable
Fallen out from wire spool, be easy to folding and unfolding.
More preferably：It is described push against groove that device includes opening up in fixed plate, slide up and down in groove and
Abutment roller in sliding process with support even at the cost of one's life, the abutment roller outside are provided with limiting plate, offered in the fixed plate for limit
The stopper slot that position plate slides up and down, the stopper slot is interior to abut with limiting plate provided with one end and abutment roller is departed from into the support other end
Extend the abutting spring of fixed plate, the crank handle relative seat upset and side and fixed plate surface are affixed abutment roller
It is caught in groove, one end support even at the cost of one's life of abutment roller, being rotated further for limitation rotating shaft one, is additionally provided with the bearing for spacing
Crank handle is in the stopping means that limitation abutment roller one end departs from support.
Using said structure, it is necessary to when locking wire spool, by the way that crank handle is rotated with rotating shaft two for center of circle relative seat,
Side is extruded abutment roller, its abutment roller one end is flushed with fixed plate, other end support even at the cost of one's life, make its fixed plate and
Rotating shaft one can not be rotated further, so as to lock wire spool, so that it is spacing to crank handle progress by stopping means, make its crank handle
It is constantly in and abutting state is carried out to abutment roller.
More preferably：The stopping means includes being separately positioned on bearing and crank handle is affixed the spring jumping bean of both sides
And the chute slided for spring jumping bean opened up on bearing, the both sides of the crank handle offer for spring jumping bean clamping respectively
Half slot, the spring jumping bean includes ball and one end and is connected the other end with ball being connected with chute and by ball part bullet
The limit spring gone out outside chute.
Using said structure, when the upset of crank handle relative seat abuts to abutment roller, crank handle squeezes to ball
Pressure, under the elastic acting force of limit spring, drives ball to be hidden in chute, and then under the elastic acting force of limit spring,
Ball part ejection neck is caught in the half slot on crank handle, position-limiting action is carried out to crank handle, by setting two groups of bullets
Spring jumping bean, strengthen the position-limiting action to crank handle.
More preferably：The abutment roller is provided with cushion towards one end of support.
Using said structure, by the cushion in abutment roller, by the elastic reaction of cushion, strengthen and chi disk is grabbed
Clamp force, it also avoid abutment roller and chi panel surface caused to scratch.
More preferably：The inclinometer pipe is provided with two and is used to roll the roller group contradicted with monitoring holes inwall, described
Roller group includes connecting two integral rollers by connecting rod, and offer two on the inclinometer pipe wears for connecting rod respectively
Cross and the inclined rotation slot of certain angle occurs, the center of the connecting rod is on the axial line of inclinometer pipe, passes through a locking
Bolt is threadedly coupled through connecting rod and with inclinometer pipe, and limited roller group is rotated further with respect to inclinometer pipe.
Using said structure, inclinometer pipe is rolled by two roller groups and monitoring holes inwall and contradicted, and makes its Detection results more preferably
Accurately, by roller group can relative inclinometer pipe certain angle occur tilt so that its side wheel of roller group two and inclinometer pipe it
Between distance differ, meet the detection work to different size monitoring holes.
More preferably：Described cable one end is provided with connector, and the connector inwall is provided with internal thread, the survey
One end of inclined tube relative probe offers the external screw thread coordinated with connector internal thread screw thread.
Using said structure, cable one end is connected by connector with inclinometer pipe threaded one end, is easy to cable and inclinometer pipe
Between dismounting.
In summary, the utility model has the advantages that：
1st, abutment roller is extruded by the upset of crank handle relative seat, wire spool can be locked at any time, inclinometer pipe is stopped
Stay and in the optional position in monitoring holes, reach more accurate to monitoring holes measuring for verticality and be easy to the effect of folding and unfolding；
2nd, certain angle occurs with respect to inclinometer pipe by two roller groups on inclinometer pipe to tilt, reaches and different size is monitored
The effect that hole is detected.
Brief description of the drawings
Fig. 1 is the structural representation of the present embodiment, shows overall structure；
Fig. 2 is the enlarged diagram at A in Fig. 1, shows the attachment structure between crank handle and bearing；
Fig. 3 is the enlarged diagram at B in Fig. 2, shows the attachment structure between spring jumping bean and bearing；
Fig. 4 is the partial sectional view of the present embodiment, shows the attachment structure of meeting device；
Fig. 5 is the partial structural diagram of the present embodiment, shows the attachment structure of inclinometer pipe.
In figure, 1, inclinometer pipe；2nd, bobbin winoler；21st, support；22nd, wire spool；23rd, crank handle；24th, rotating shaft one；25th, rotating shaft
Two；26th, bearing；27th, fixed plate；3rd, display instrument；4th, device is pushed against；41st, abutment roller；42nd, groove；43rd, limiting plate；44th, abut
Spring；45th, stopper slot；46th, cushion；5th, stopping means；51st, limit spring；52nd, ball；53rd, chute；54th, half slot；6、
Roller group；61st, connecting rod；62nd, roller；7th, rotation slot；8th, clamping screw；9th, connector；10th, cable；11st, pop one's head in.
Embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
This specific embodiment is only that it is not to limitation of the present utility model, ability to explanation of the present utility model
Field technique personnel can make the modification of no creative contribution to the present embodiment as needed after this specification is read, but
As long as all protected in the scope of protection of the utility model by Patent Law.
A kind of soil body of deep foundation pit deep layer lateral displacement monitoring holes initial perpendicular degree determines device, as shown in figure 1, including deviational survey
Pipe 1, bobbin winoler 2 and display instrument 3, the one end of inclinometer pipe 1 are fixed with probe 11, and the other end is by coiling in the cable on bobbin winoler 2
10 are connected with display instrument 3, and the signal for 11 detections of popping one's head in is transported on display instrument 3 by cable 10.
With reference to Fig. 1 and 2, above-mentioned bobbin winoler 2 includes support 21 and wire spool 22, and wire spool 22 is by being inserted on support 21
The opposite brackets 21 of rotating shaft 1 circumferentially rotate, it is fixed on one end that the one end of rotating shaft 1 is extended the outside of support 21 and extended
There is a bearing 26, a crank handle 23 is provided with bearing 26, drive rotating shaft 1 to circumferentially rotate and by one by crank handle 23
Rotating shaft 2 25 makes its crank handle 23 may be reversed with respect to rotating shaft 1, also fixed in rotating shaft 1 through bearing 26 and crank handle 23
Have and be provided with what a limitation rotating shaft 1 circumferentially rotated in the fixed plate 27 between crank handle 23 and support 21, fixed plate 27
Push against device 4.
Reference picture 2 and 5, above-mentioned abutting device 4 include being opened in the groove 42 in fixed plate 27 and on groove 42 is interior
One end and the abutment roller 41 of support 21 even at the cost of one's life in lower slider and sliding process, the outside of abutment roller 41 are fixed with a limiting plate 43, Gu
A stopper slot 45 slided up and down for limiting plate 43 is offered on fixed board 27, be provided with one end in stopper slot 45 supports with limiting plate 43
The abutting spring 44 connect, in the case where abutting the elastic acting force of spring 44, abutment roller 41 is driven to depart from support 21, one end is extended solid
The surface of fixed board 27 is overturn, side is supported with the one end of abutment roller 41, it is necessary to when locking wire spool 22 by the relative seat 26 of crank handle 23
Connect and abutment roller 41 be caught in groove 42, end surface flushes with the surface of fixed plate 27, the other end even at the cost of one's life on the stent 21,
Limitation rotating shaft 1 is rotated further, so as to lock wire spool 22.
A spring jumping bean, bearing are respectively arranged with the both sides that reference picture 2 and 3, above-mentioned bearing 26 and crank handle 23 are affixed
26 both sides offer the chute 53 slided for spring jumping bean respectively, and spring jumping bean includes ball 52 and one end is connected with ball 52
The limit spring 51 that the other end is fixed in the bottom wall of chute 53, the both sides of crank handle 23 offer the half slot for the clamping of ball 52 respectively
54, abutted in the switching process of 23 relative seat of crank handle 26 with both sides ball 52, under the elastic acting force of limit spring 51, rolling
Pearl 52 is slipped into chute 53, is then driven ball 52 part to skid off chute 53 and be caught under the elastic acting force of limit spring 51 and is shaken
In the half slot 54 of handle 23, crank handle 23 is carried out spacing, its crank handle 23 is constantly in the one end of abutment roller 41 even at the cost of one's life
The state of support 21.
Reference picture 4, wherein, abutment roller 41 passes through cushion 46 towards a cushion 46 is fixed with one end of support 21
Abutted with support 21, enhancing and the frictional force and reduction abutment roller 41 and branch of support 21 under the elastic acting force of cushion 46
Mutual abrasion between frame 21.
Reference picture 5, two rotation slots 7 are offered on above-mentioned inclinometer pipe 1, are rotatablely connected a roller group 6 in rotation slot 7 respectively,
Roller group 6 is by two roller groups 6 being linked into an integrated entity by connecting rod 61 into, connecting rod 61 through rotation slot 7 and center meta
Put on the axial line in inclinometer pipe 1, by a clamping screw 8 through the center position of connecting rod 61 and with 61 liang of connecting rod
The inclinometer pipe 1 of side is threadedly coupled, and pulling force is formed to the both sides of inclinometer pipe 1, and so as to which the both sides of rotation slot 7 abut connecting rod 61, limitation connects
Extension bar 61 is rotated further with respect to inclinometer pipe 1, wherein, the center of connecting rod 61 offers the through hole passed through for clamping screw 8.
Reference picture 1 and 5, external screw thread is offered on one end of the above-mentioned relative probe 11 of inclinometer pipe 1, cable 10 opens up by one
Female connector 9 is threadedly coupled with inclinometer pipe 1, and cable 10 is connected on inclinometer pipe 1, is easy to cable 10 and inclinometer pipe
1 dismounting.
Operation principle：When carrying out measuring for verticality to monitoring holes, inclinometer pipe 1 and display instrument 3 are connected by cable 10,
And then the angle of inclination of 1 upper roller group of inclinometer pipe, 6 relative inclinometer pipe 1 is regulated according to the size of monitoring holes, make 6 liang of its roller group
Side wheel 62 is rolled with monitoring holes inwall and contradicted, by inclinometer pipe 1 towards 11 one end of probe towards stretching into monitoring holes, by shaking the hand
Handle 23 drives wire spool 22 to rotate, and cable 10 is come loose, so that the slide downward in monitoring holes of its inclinometer pipe 1 slowly, leads to
The inwall for crossing 11 pairs of monitoring holes of probe carries out measuring for verticality, and testing result is transferred on display screen by cable 10, so as to
The accurate perpendicularity situation for learning monitoring holes.
Claims (6)
1. a kind of soil body of deep foundation pit deep layer lateral displacement monitoring holes initial perpendicular degree determines device, it is characterized in that：Including inclinometer pipe
(1), bobbin winoler (2) and display instrument (3), described inclinometer pipe (1) one end are provided with probe (11), and the other end is connected with cable
(10), cable (10) coiling is connected on bobbin winoler (2) and one end with display instrument (3), and the bobbin winoler (2) includes branch
Frame (21) and wire spool (22), the wire spool (22) are rotatablely connected by rotating shaft one (24) and support (21), the rotating shaft one
(24) one end for extending support (21) is provided with a bearing (26), and the bearing (26) is provided with crank handle (23), described to shake
Handle (23) drives rotating shaft one (24) to circumferentially rotate and be rotatablely connected by rotating shaft two (25) relative seat (26), described to shake the hand
The fixed plate being fixedly connected with rotating shaft one (24) (27) is additionally provided between handle (23) and rotating shaft one (24), on the fixed plate (27)
Provided with an abutting device (4) being rotated further for limit rotary shaft one (24).
2. soil body of deep foundation pit deep layer lateral displacement monitoring holes initial perpendicular degree according to claim 1 determines device, it is special
Sign is：It is described push against groove (42) that device (4) includes opening up in fixed plate (27), slide up and down in the groove (42) and
Abutment roller (41) in sliding process with support (21) even at the cost of one's life, abutment roller (41) outside is provided with limiting plate (43), described solid
The stopper slot (45) slided up and down for limiting plate (43) is offered on fixed board (27), one end and limit are provided with the stopper slot (45)
Position plate (43) abuts and abutment roller (41) disengaging support (21) other end is extended to the abutting spring (44) of fixed plate (27), institute
State crank handle (23) relative seat (26) upset and side is affixed with fixed plate (27) surface abutment roller (41) being caught in groove
(42) in, one end support even at the cost of one's life (21) of abutment roller (41), limitation rotating shaft one (24) is rotated further, on the bearing (26) also
Provided with the stopping means (5) that limitation abutment roller (41) one end disengaging support (21) is in for spacing crank handle (23).
3. soil body of deep foundation pit deep layer lateral displacement monitoring holes initial perpendicular degree according to claim 2 determines device, it is special
Sign is：The stopping means (5) include being separately positioned on bearing (26) and crank handle (23) be affixed both sides spring jumping bean and
The chute (53) slided for spring jumping bean opened up on bearing (26), the both sides of the crank handle (23) offer ammunition feed spring respectively
The half slot (54) of jumping bean clamping, the spring jumping bean includes ball (52) and one end is connected the other end and cunning with ball (52)
Groove (53) connects and the limit spring (51) by ball (52) part ejection chute (53) outside.
4. soil body of deep foundation pit deep layer lateral displacement monitoring holes initial perpendicular degree according to claim 2 determines device, it is special
Sign is：The abutment roller (41) is provided with cushion (46) towards one end of support (21).
5. soil body of deep foundation pit deep layer lateral displacement monitoring holes initial perpendicular degree according to claim 1 determines device, it is special
Sign is：The inclinometer pipe (1) is provided with two and is used to roll the roller group (6) contradicted, roller group (6) bag with monitoring holes inwall
Include and two integral rollers (62) are connected by connecting rod (61), two are offered on the inclinometer pipe (1) respectively for connection
Bar (61) passes through and the inclined rotation slot of certain angle (7) occurs, and the center of the connecting rod (61) is in the axle of inclinometer pipe (1)
On heart line, it is threadedly coupled by a clamping screw (8) through connecting rod (61) and with inclinometer pipe (1), limited roller group (6) is relative
Inclinometer pipe (1) is rotated further.
6. soil body of deep foundation pit deep layer lateral displacement monitoring holes initial perpendicular degree according to claim 1 determines device, it is special
Sign is：Described cable (10) one end is provided with connector (9), and connector (9) inwall is provided with internal thread, the inclinometer pipe
(1) one end of relative probe (11) offers the external screw thread coordinated with connector (9) internal thread screw thread.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720430151.XU CN206917649U (en) | 2017-04-24 | 2017-04-24 | Soil body of deep foundation pit deep layer lateral displacement monitoring holes initial perpendicular degree determines device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720430151.XU CN206917649U (en) | 2017-04-24 | 2017-04-24 | Soil body of deep foundation pit deep layer lateral displacement monitoring holes initial perpendicular degree determines device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206917649U true CN206917649U (en) | 2018-01-23 |
Family
ID=61306054
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720430151.XU Expired - Fee Related CN206917649U (en) | 2017-04-24 | 2017-04-24 | Soil body of deep foundation pit deep layer lateral displacement monitoring holes initial perpendicular degree determines device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206917649U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108422895A (en) * | 2018-06-01 | 2018-08-21 | 广西科技大学鹿山学院 | A kind of multi-functional charging pile |
| CN111649721A (en) * | 2020-06-03 | 2020-09-11 | 辽宁鑫知界科技有限公司 | Be used for high-rise building foundation ditch engineering detection device |
-
2017
- 2017-04-24 CN CN201720430151.XU patent/CN206917649U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108422895A (en) * | 2018-06-01 | 2018-08-21 | 广西科技大学鹿山学院 | A kind of multi-functional charging pile |
| CN111649721A (en) * | 2020-06-03 | 2020-09-11 | 辽宁鑫知界科技有限公司 | Be used for high-rise building foundation ditch engineering detection device |
| CN111649721B (en) * | 2020-06-03 | 2022-04-12 | 辽宁鑫知界科技有限公司 | Be used for high-rise building foundation ditch engineering detection device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20181206 Address after: 310006 Room 102, Unit 1, 8 Hupo New Village, Gongshu District, Hangzhou City, Zhejiang Province Patentee after: Zhejiang Tiangu Architectural Special Technology Co., Ltd. Address before: Room 603, 6th floor, 40 Wenzhou Road, Gongshu District, Hangzhou City, Zhejiang Province Patentee before: Hangzhou Jia Jia Construction Engineering Inspection Co., Ltd. |
|
| 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: 20180123 Termination date: 20210424 |