CN219218937U - Dynamic compaction and tamping settlement observation measuring ruler - Google Patents

Dynamic compaction and tamping settlement observation measuring ruler Download PDF

Info

Publication number
CN219218937U
CN219218937U CN202223257933.8U CN202223257933U CN219218937U CN 219218937 U CN219218937 U CN 219218937U CN 202223257933 U CN202223257933 U CN 202223257933U CN 219218937 U CN219218937 U CN 219218937U
Authority
CN
China
Prior art keywords
dynamic compaction
measuring
ruler
observation
connecting rod
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202223257933.8U
Other languages
Chinese (zh)
Inventor
李辉
刘志军
刘明
索穆
许琳丽
苏义如
穆森
李想
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
CCCC First Harbor Engineering Co Ltd
No 1 Engineering Co Ltd of CCCC First Harbor Engineering Co Ltd
Original Assignee
CCCC First Harbor Engineering Co Ltd
No 1 Engineering Co Ltd of CCCC First Harbor Engineering Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by CCCC First Harbor Engineering Co Ltd, No 1 Engineering Co Ltd of CCCC First Harbor Engineering Co Ltd filed Critical CCCC First Harbor Engineering Co Ltd
Priority to CN202223257933.8U priority Critical patent/CN219218937U/en
Application granted granted Critical
Publication of CN219218937U publication Critical patent/CN219218937U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

The utility model relates to a dynamic compaction settlement observation measuring scale, which comprises: the dynamic compaction machine comprises a dynamic compaction machine body, wherein a connecting rod is fixedly arranged at the upper end of the dynamic compaction machine body, a lifting hole is fixedly arranged at the upper end of the connecting rod, a dynamic compaction hammer lifting device is fixedly connected at the lower end of the dynamic compaction machine body, lifting lug plates are symmetrically and fixedly arranged on two sides of the dynamic compaction machine body, two lifting lug plates are provided with wire passing screws, measuring rule limiters are symmetrically arranged on two ends of the wire passing screws, fixing nuts are arranged on two sides of the measuring rule limiters, and observation measuring rules are arranged on the two measuring rule limiters. The beneficial effects of the utility model are as follows: during working measurement, the observation measuring ruler is stably fixed on two sides of the dynamic compactor main body, fine sand is filled in the observation measuring ruler to serve as a counterweight, the observation measuring ruler can be kept in a vertical state with the bottom surface, repeated changing of measuring points is avoided, measurement accuracy is improved, errors are avoided, an artificial vertical ruler is not needed, corresponding measurement work can be completed only by one measuring person, workload is reduced, and labor cost is saved.

Description

Dynamic compaction and tamping settlement observation measuring ruler
Technical Field
The utility model relates to the technical field of rock and soil parameter measurement, in particular to a dynamic compaction settlement observation measuring ruler.
Background
The dynamic compaction method is a foundation treatment method for quickly solidifying foundation soil by utilizing a heavy hammer to fall down a rammer from a certain height so as to improve the bearing capacity of a soft foundation, and in the dynamic compaction construction, two very important parameter standards are included in the construction scheme of the dynamic compaction, namely the hammer collecting standard of the dynamic compaction and the compaction settlement of a compaction pit, and the determination of the compaction settlement of each impact is very important in the dynamic compaction construction. When one point is tamped, the total settlement of the tamping points can be obtained through the tamping settlement table, the tamping pits are leveled on site after the point is tamped, the total tamping settlement after dynamic tamping can be calculated according to the number of the tamping points arranged per hundred square meters, and the data are used for comparing the design elevation of the bottom layer of the building, so that whether the excess earthwork is transported into or is tidied.
A common tamper settlement measurement method is to use a level gauge and a scale. After the ram is aligned to the tamper point, the scale is placed straight on the ram each time, and measurements are made. And when the uniform value of the tamping settlement of the secondary tamping accords with the uniform value in the dynamic tamping hammer standard, the secondary tamping is qualified. The existing measuring method has the following problems: (1) In the whole process, a staff is needed to stand manually, one staff is needed to stand the staff each time, and the other staff is needed to measure, so that the workload of the staff is increased, the staff is required to be stopped for tamping in the measuring time, and the working efficiency is low; (2) Each time the staff is manually erected, the repeated transformation of the measuring points exists, the perpendicularity error of the erected staff is larger, and the measurement error objectively exists due to soil accumulation on the top surface of the hammer and is difficult to eliminate.
Disclosure of Invention
The utility model aims to solve the defects of the prior art and provides a dynamic compaction settlement observation ruler.
The utility model adopts the following technical scheme to realize the aim: a dynamic compaction settlement amount observation measuring scale, comprising:
the dynamic compaction machine comprises a dynamic compaction machine body, wherein a connecting rod is fixedly arranged at the upper end of the dynamic compaction machine body, a lifting hole is fixedly arranged at the upper end of the connecting rod, a dynamic compaction hammer lifting device is fixedly connected at the lower end of the dynamic compaction machine body, lifting lug plates are symmetrically and fixedly arranged on two sides of the dynamic compaction machine body, two lifting lug plates are provided with wire passing screws, measuring rule limiters are symmetrically arranged on two ends of the wire passing screws, fixing nuts are arranged on two sides of the measuring rule limiters, and observation measuring rules are arranged on the two measuring rule limiters.
Further, the harness cord screw penetrates through the connecting rod and the two lifting lug plates, and the harness cord screw is in spiral connection with the connecting rod and the lifting lug plates.
Further, the harness cord screw is in threaded connection with the measuring scale limiter, and the fixing nut is in threaded connection with the harness cord screw.
Further, the measuring rule limiter is in sliding connection with the observation measuring rule.
Furthermore, the observation measuring ruler adopts a 150cm long phi 50PVC-U hollow plastic pipe, the surface is stuck with a ruler sticker, the lower end of the observation measuring ruler is provided with a plug, and the inside of the pipe is filled with fine sand with the height of 60 cm.
The beneficial effects of the utility model are as follows: during working measurement, the observation measuring ruler is stably fixed on two sides of the dynamic compactor main body, fine sand is filled in the observation measuring ruler to serve as a counterweight, the observation measuring ruler can be kept in a vertical state with the bottom surface, repeated changing of measuring points is avoided, measurement accuracy is improved, errors are avoided, an artificial vertical ruler is not needed, corresponding measurement work can be completed only by one measuring person, workload is reduced, and labor cost is saved.
Drawings
FIG. 1 is a schematic front view of the present utility model;
in the figure: 1-fixing a nut; 2-a harness cord screw; 3-a measuring rule limiter; 4-observing the measuring rule; 5-plugs; 6-dynamic compaction hammer lifting device; 7-a dynamic compactor main body; 8-lifting lug plates; 9-lifting holes; 10-connecting rod.
The embodiments of the present utility model will be described in detail below with reference to the accompanying drawings.
Detailed Description
The utility model is further illustrated by the following examples in conjunction with the accompanying drawings:
as shown in fig. 1, a dynamic compaction and settlement amount observation ruler comprises:
the dynamic compaction machine comprises a dynamic compaction machine body 7, a connecting rod 10 is fixedly arranged at the upper end of the dynamic compaction machine body 7, lifting holes 9 are fixedly arranged at the upper end of the connecting rod 10, a dynamic compaction hammer lifting device 6 is fixedly connected to the lower end of the dynamic compaction machine body 7, lifting lug plates 8 are symmetrically and fixedly arranged on two sides of the dynamic compaction machine body 7, two lifting lug plates 8 are provided with a harness cord screw 2, measuring tape limiters 3 are symmetrically arranged on two ends of the harness cord screw 2, fixing nuts 1 are arranged on two sides of the measuring tape limiters 3, and observation measuring tapes 4 are arranged on the two sides of the measuring tape limiters 3.
Further, the harness cord screw 2 penetrates through the connecting rod 10 and the two lifting lug plates 8, and the harness cord screw 2 is in spiral connection with the connecting rod 10 and the lifting lug plates 8.
Further, the harness cord screw 2 is in threaded connection with the measuring scale limiter 3, and the fixing nut 1 is in threaded connection with the harness cord screw 2.
Further, the measuring rule limiter 3 is slidably connected with the observation measuring rule 4.
Furthermore, the observation measuring ruler 4 is a 150cm long phi 50PVC-U hollow plastic pipe, a ruler sticker is stuck on the surface of the hollow plastic pipe, a plug 5 is arranged at the lower end of the observation measuring ruler 4, and fine sand with the height of 60cm is filled in the pipe.
Working principle: during working measurement, the manufactured observation measuring rule 4 is installed on the measuring rule limiter 3, the fixing nuts 1 are screwed, the two observation measuring rules 4 are fixed at two ends of the through screw 2 and are kept on the same elevation, fine sand is filled in the observation measuring rule 4 to serve as a counterweight, the observation measuring rule 4 can be kept in a vertical state with the bottom surface, repeated changing of measuring points is avoided, measurement accuracy is improved, errors are avoided, the observation measuring rule 4 is stably fixed at two sides of the dynamic compactor main body 7, no artificial standing rule is needed, corresponding measurement work can be completed only by one measuring staff, workload is reduced, and labor cost is saved.
While the utility model has been described above with reference to the accompanying drawings, it will be apparent that the utility model is not limited to the above embodiments, but is intended to cover various modifications, either made by the method concepts and technical solutions of the utility model, or applied directly to other applications without modification, within the scope of the utility model.

Claims (5)

1. The dynamic compaction and settlement observation measuring scale is characterized by comprising
Dynamic compaction machine main part (7), dynamic compaction machine main part (7) upper end has set firmly connecting rod (10), connecting rod (10) upper end has set firmly lifting eye (9), dynamic compaction machine main part (7) lower extreme fixedly connected with dynamic compaction carries hammer ware (6), dynamic compaction machine main part (7) bilateral symmetry has set firmly lug board (8), two lug board (8) are equipped with logical silk screw rod (2), logical silk screw rod (2) both ends symmetry is equipped with measuring tape stopper (3), two measuring tape stopper (3) both sides are equipped with fixation nut (1), two measuring tape stopper (3) are equipped with survey measuring tape (4).
2. The dynamic compaction and tamping settlement amount observation measuring scale according to claim 1, wherein the harness screw (2) penetrates through the connecting rod (10) and the two lifting lug plates (8), and the harness screw (2) is in spiral connection with the connecting rod (10) and the lifting lug plates (8).
3. The dynamic compaction settlement amount observation measuring scale according to claim 1, wherein the harness screw (2) is in screw connection with the measuring scale limiter (3), and the fixing nut (1) is in screw connection with the harness screw (2).
4. The dynamic compaction settlement amount observation measuring ruler according to claim 1, wherein the measuring ruler limiter (3) is in sliding connection with the observation measuring ruler (4).
5. The dynamic compaction and tamping settlement amount observation measuring ruler is characterized in that the observation measuring ruler (4) is a 150cm long phi 50PVC-U hollow plastic pipe, a ruler sticker is stuck on the surface, a plug (5) is arranged at the lower end of the observation measuring ruler (4), and fine sand with the height of 60cm is filled in the pipe.
CN202223257933.8U 2022-12-06 2022-12-06 Dynamic compaction and tamping settlement observation measuring ruler Active CN219218937U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202223257933.8U CN219218937U (en) 2022-12-06 2022-12-06 Dynamic compaction and tamping settlement observation measuring ruler

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202223257933.8U CN219218937U (en) 2022-12-06 2022-12-06 Dynamic compaction and tamping settlement observation measuring ruler

Publications (1)

Publication Number Publication Date
CN219218937U true CN219218937U (en) 2023-06-20

Family

ID=86735587

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202223257933.8U Active CN219218937U (en) 2022-12-06 2022-12-06 Dynamic compaction and tamping settlement observation measuring ruler

Country Status (1)

Country Link
CN (1) CN219218937U (en)

Similar Documents

Publication Publication Date Title
CN209570455U (en) A kind of varying depth stratum vertical deformation bearer properties measurement device
CN107843711A (en) A kind of dynamic consolidation construction effect detection method based on impact acceleration
CN109799140A (en) The field test measuring method of unsaturated soil strength characteristics
CN219218937U (en) Dynamic compaction and tamping settlement observation measuring ruler
CN207051146U (en) A kind of slump detection means
CN213455234U (en) Hydraulic ring ground crack measuring device
CN213897069U (en) Foundation settlement detector
CN109797729A (en) A kind of roadbed brick slag changes packing course compactness and refers to object detection method
CN106400857B (en) For the model equipment and method of the inaccessible degree of soil plug in in-site measurement opening pile
CN111809597A (en) Simple compaction degree self-checking method
CN115419042B (en) Device capable of simultaneously monitoring pile tip soil pressure and displacement and monitoring method
CN209099338U (en) A kind of ground loaded densification degree detector
CN213517146U (en) Concrete slump test fixing and leveling device
CN202099819U (en) Treatment device of vertical static load test pile head
CN206220137U (en) A kind of experimental provision for measuring and analyzing banket steel-pipe pile sedimentation and emergent property
CN207051147U (en) A kind of concrete slump detection means
CN213173854U (en) Bridge pile base platform gradient detection device
CN109024269B (en) Sedimentation compensation box bridge applicable to goaf site and sedimentation compensation method thereof
CN207730607U (en) A kind of portable slump test device
CN207379490U (en) A kind of bus-type high density inclination measurement device
CN205954722U (en) Spiral ground stake counterforce device
CN206514841U (en) A kind of monitoring device of subgrade settlement
CN211773960U (en) Detection apparatus for stake hole sediment thickness
CN220893359U (en) Roadbed slope protection accurate positioning measurement device
CN218545519U (en) Height measuring device for plate surface reinforcing steel bar

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant