CN213985048U - Relative deformation measuring device for post-cast strip at structural slab - Google Patents

Relative deformation measuring device for post-cast strip at structural slab Download PDF

Info

Publication number
CN213985048U
CN213985048U CN202120058030.3U CN202120058030U CN213985048U CN 213985048 U CN213985048 U CN 213985048U CN 202120058030 U CN202120058030 U CN 202120058030U CN 213985048 U CN213985048 U CN 213985048U
Authority
CN
China
Prior art keywords
post
cast strip
plate
structural slab
pointer
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
CN202120058030.3U
Other languages
Chinese (zh)
Inventor
杨智慧
赵丽娜
计增龙
邱华裔
王宇
贾宇琦
曹鹏
赵明顺
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.)
China Construction First Group Corp Ltd
Original Assignee
China Construction First Group Corp 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 China Construction First Group Corp Ltd filed Critical China Construction First Group Corp Ltd
Priority to CN202120058030.3U priority Critical patent/CN213985048U/en
Application granted granted Critical
Publication of CN213985048U publication Critical patent/CN213985048U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • A Measuring Device Byusing Mechanical Method (AREA)

Abstract

The utility model provides a relative deformation measuring device of post-cast strip of structural slab department, includes post-cast strip structural slab I, post-cast strip structural slab II, post-cast strip structural slab I and post-cast strip structural slab II are constituteed post-cast strip both sides structural slab, and are provided with post-cast strip department lower part reinforcing bar and post-cast strip department upper portion reinforcing bar between post-cast strip structural slab I and the post-cast strip structural slab II, polymer mortar screed has been laid respectively to post-cast strip structural slab I and II upper surfaces of post-cast strip structural slab, fixedly connected with stainless steel pointer board on the polymer mortar screed of I upper surface laying of post-cast strip structural slab, fixedly connected with stainless steel scale plate on the polymer mortar screed of II upper surfaces laying of post-cast strip structural slab. The utility model is simple in operation convenient and fast is applicable to basement bottom plate department post-cast strip deformation observation condition restricted department, solves the adverse effect of weak light source and low temperature environment to measurement process, is particularly useful for cold area foundation slab overwintering, and the numerical value observation of the inhomogeneous settlement of post-cast strip both sides main part.

Description

Relative deformation measuring device for post-cast strip at structural slab
Technical Field
The utility model belongs to the technical field of auxiliary tools for building construction, in particular to a relative deformation measuring device for a post-cast strip at a structural slab; the method can be used for measuring the settlement of floor plates on two sides of post-cast strips of main buildings and skirt buildings, and can also be used for observing the settlement deformation of two sides of the settled post-cast strips of foundation slabs in winter.
Background
The deformation of the post-cast strip during overwintering maintenance is a problem which is easy to occur in northeast regions, the problem is caused by uneven load of the skirt house and the upper part of the main body when the post-cast strip is not closed, and meanwhile, under the influence of the frost heaving force and buoyancy of the foundation in winter, uneven settlement occurs to generate obvious differential deformation, so that local obvious deformation can be formed, and the structure of a local concrete bottom plate near the post-cast strip is damaged.
During the maintenance period of overwintering, sealing measures need to be taken when the foundation slab and the structure overwinter, the post-cast strip deformation observation condition at the bottom slab of the basement is not different from that of the roadway after the upper part is sealed, the patent aims to solve the adverse effects that a weak light source is not beneficial to observation, the measurement precision and the observation process of the traditional optical instrument are influenced by a low-temperature environment, the transmission and conduction of vertical original values are not beneficial to an underground sealed environment, the deformation values of the structures on the two sides are observed through the scale change of the front and the back of a measuring device, and therefore the settlement difference quantity of the two sides of the post-cast strip is observed.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a structure board department post-cast strip relative deformation measuring device, the device utilize the disconnect-type measuring tape of fixed on post-cast strip both sides board, measure the relative deformation of post-cast strip both sides board, and the mounting means is simple, and the change that warp the production obviously easily observes, need not conventional measurement mode and surveys at every turn and all resets the instrument. The relative deformation data of the high-rise building main body and the skirt building can be clearly, simply and conveniently reflected when the height difference and the load deviation are large.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides a relative deformation measuring device of post-cast strip of structural slab department, includes post-cast strip structural slab I, post-cast strip structural slab II, stainless steel pointer board and stainless steel scale plate, post-cast strip structural slab I constitutes post-cast strip both sides structural slab with post-cast strip structural slab II, and is provided with post-cast strip department lower part reinforcing bar and post-cast strip department upper portion reinforcing bar between post-cast strip structural slab I and the post-cast strip structural slab II, polymer mortar leveling layer has been laid respectively to post-cast strip structural slab I and II upper surfaces of post-cast strip structural slab, through fixing bolt fixedly connected with stainless steel pointer board on the polymer mortar leveling layer of I upper surface laying of post-cast strip structural slab, through fixing bolt fixedly connected with stainless steel scale plate on the polymer mortar leveling layer of II upper surface laying of post-cast strip structural slab, and stainless steel pointer board cooperation setting.
The stainless steel pointer plate includes fork type pointer plate, vertical board and pointer fixed plate, pointer fixed plate upper surface is provided with vertical board, and vertical board up end is connected with fork type pointer plate one end, and the fork mouth has been seted up at fork type pointer plate other end middle part, be provided with on the pointer fixed plate with fixing bolt complex bolt preformed hole.
Stainless steel scale plate includes vertical support plate, scale plate base, one of them wide face bottom and the scale plate base of vertical support plate are connected, and set up on the scale plate base with fixing bolt complex bolt preformed hole, another wide face upper portion of vertical support plate is provided with the scale plate, all is provided with the scale on two wide faces of scale plate, and the scale plate inserts in the fork mouth of fork type pointer board.
The utility model has the advantages that:
this relative deformation measuring device of post-cast strip of structural slab department sets up stainless steel pointer board and stainless steel scale plate respectively through post-cast strip structural slab both sides, forms the relation of pointer and dial plate in alternately coincide department, surveys the poor simple directness of relative deformation, does not receive ambient light source and temperature influence.
Stainless steel scale plate and stainless steel pointer board are fixed with post-cast strip structure board I and post-cast strip structure board II respectively, and the relative change is unanimous, and when the load difference is obvious or stress variation is inconsistent, the relative change of stainless steel scale plate and stainless steel pointer board can be clear simply to react and correspond position change department at pointer board and scale plate, easily observes and measures, and the precision that the device reaches is not influenced by sight, stadia and ambient temperature, can reach three class level standards.
Drawings
FIG. 1 is a schematic view of a relative deformation measuring device of a post-cast strip at a structural slab of the present invention;
FIG. 2 is a schematic view of a stainless steel pointer plate of the post-cast strip relative deformation measuring device of the present invention;
FIG. 3 is a schematic view of a stainless steel scale plate of the post-cast strip relative deformation measuring device of the structure plate of the present invention;
101. a post-cast strip structure plate I; 102. a post-cast strip structure plate II; 2. upper reinforcing steel bars at the post-cast strip; 3. reinforcing steel bars at the lower part of the post-cast strip; 4. a polymer mortar screed layer; 5. a stainless steel pointer plate; 6. a stainless steel scale plate; 7. fixing the bolt; 8. reserving a hole in the bolt; 9. a pointer fixing plate; 10. a fork-shaped pointer plate; 11. a scale plate base; 12. a vertical support plate; 13. scale plate, 14-vertical plate.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and examples.
As shown in fig. 1 to 3, a relative deformation measuring device for a post-cast strip at a structural slab comprises a post-cast strip structural slab i 101, a post-cast strip structural slab ii 102, a stainless pointer plate 5 and a stainless scale plate 6, wherein the post-cast strip structural slab i 101 and the post-cast strip structural slab ii 102 form structural slabs on two sides of the post-cast strip, a post-cast strip lower reinforcing steel bar 3 and a post-cast strip upper reinforcing steel bar 2 are arranged between the post-cast strip structural slab i 101 and the post-cast strip structural slab ii 102, polymer mortar leveling layers 4 are respectively laid on the upper surfaces of the post-cast strip structural slab i 101 and the post-cast strip structural slab ii 102, the stainless pointer plate 5 is fixedly connected to the polymer mortar leveling layer 4 laid on the upper surface of the post-cast strip structural slab i 101 through a fixing bolt 7, the stainless scale plate 6 is fixedly connected to the polymer leveling layer 4 laid on the upper surface of the post-cast strip structural slab ii 102 through a fixing bolt 7, and the stainless steel scale plate 6 and the stainless steel pointer plate 5 are arranged in a matching way.
Stainless steel pointer board 5 includes fork type pointer board 10, vertical board 14 and pointer fixed plate 9, pointer fixed plate 9 upper surface is provided with vertical board 14, and vertical board 14 up end is connected with fork type pointer board 10 one end, and fork mouth has been seted up at the middle part of the fork type pointer board 10 other end, be provided with on the pointer fixed plate 9 with fixing bolt 7 complex bolt preformed hole 8.
Stainless steel scale plate 6 includes vertical support plate 12, scale plate 13, scale plate base 11, one of them wide face bottom of vertical support plate 12 is connected with scale plate base 11, and set up on the scale plate base 11 with fixing bolt 7 complex bolt preformed hole 8, another wide face upper portion of vertical support plate 12 is provided with scale plate 13, all is provided with the scale on two wide faces of scale plate 13, and scale plate 13 inserts in the fork mouth of forked type pointer board 10, and the width of fork mouth is greater than the width of scale plate 13.
The utility model relates to a relative deformation measuring device's of post-cast strip of structural slab department working process does:
when the device is used, the stainless steel pointer plate 5 and the stainless steel scale plate 6 are respectively installed at the upper surfaces of the post-cast strip structure plate I101 and the post-cast strip structure plate II 102, bolt preformed holes 8 of the pointer fixing plate 9 and the scale plate base 11 respectively penetrate through fixing bolts 7 on the post-cast strip structure plate I101 and the post-cast strip structure plate II 102, the fork-shaped pointer plate 10 is matched with a fork of the scale plate 13, corresponding reading of the upper surface of the fork-shaped pointer plate 10 on the scale plate 13 is recorded, then periodic rechecking is carried out according to requirements of deformation observation records, corresponding reading of the upper surface of the fork-shaped pointer plate 10 on the scale plate 13 during each inspection is recorded, an elevation floating value is calculated, the counting is accurate to millimeter, and the next millimeter is estimated.

Claims (3)

1. A device for measuring relative deformation of a post-cast strip at a structural slab is characterized by comprising a post-cast strip structural slab I, a post-cast strip structural slab II, a stainless steel pointer plate and a stainless steel scale plate, wherein the post-cast strip structural slab I and the post-cast strip structural slab II form structural slabs on two sides of the post-cast strip, and a lower reinforcing steel bar at the post-cast strip position and an upper reinforcing steel bar at the post-cast strip position are arranged between the post-cast strip structure plate I and the post-cast strip structure plate II, polymer mortar leveling layers are respectively paved on the upper surfaces of the post-cast strip structure plate I and the post-cast strip structure plate II, a stainless steel pointer plate is fixedly connected on the polymer mortar leveling layer paved on the upper surface of the post-cast strip structure plate I through a fixing bolt, and a stainless steel scale plate is fixedly connected to the polymer mortar leveling layer paved on the upper surface of the post-cast strip structure plate II through a fixing bolt, and the stainless steel scale plate and the stainless steel pointer plate are arranged in a matched mode.
2. The device for measuring the relative deformation of the post-cast strip at the structural slab as claimed in claim 1, wherein: the stainless steel pointer plate includes fork type pointer plate, vertical board and pointer fixed plate, pointer fixed plate upper surface is provided with vertical board, and vertical board up end is connected with fork type pointer plate one end, and the fork mouth has been seted up at fork type pointer plate other end middle part, be provided with on the pointer fixed plate with fixing bolt complex bolt preformed hole.
3. The device for measuring the relative deformation of the post-cast strip at the structural slab as claimed in claim 1, wherein: stainless steel scale plate includes vertical support plate, scale plate base, one of them wide face bottom and the scale plate base of vertical support plate are connected, and set up on the scale plate base with fixing bolt complex bolt preformed hole, another wide face upper portion of vertical support plate is provided with the scale plate, all is provided with the scale on two wide faces of scale plate, and the scale plate inserts in the fork mouth of fork type pointer board.
CN202120058030.3U 2021-01-11 2021-01-11 Relative deformation measuring device for post-cast strip at structural slab Active CN213985048U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202120058030.3U CN213985048U (en) 2021-01-11 2021-01-11 Relative deformation measuring device for post-cast strip at structural slab

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202120058030.3U CN213985048U (en) 2021-01-11 2021-01-11 Relative deformation measuring device for post-cast strip at structural slab

Publications (1)

Publication Number Publication Date
CN213985048U true CN213985048U (en) 2021-08-17

Family

ID=77251845

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202120058030.3U Active CN213985048U (en) 2021-01-11 2021-01-11 Relative deformation measuring device for post-cast strip at structural slab

Country Status (1)

Country Link
CN (1) CN213985048U (en)

Similar Documents

Publication Publication Date Title
CN109781773B (en) Detection method for realizing layered telescopic type frost heaving detection device
CN204479060U (en) A kind of subgrade stability recording geometry
CN109029349A (en) Settlement monitoring device and monitoring method based on GPS positioning
CN105043344B (en) A kind of sedimentation distribution monitoring system and monitoring method based on continuous fiber section bar
CN104328776A (en) Method for predicting influence of dynamic compaction on soil body and surrounding environment
CN113236260A (en) Construction monitoring method for all-dimensional shield underpass of existing subway station
CN213985048U (en) Relative deformation measuring device for post-cast strip at structural slab
CN109870477B (en) Non-contact frost heaving monomer for detecting soil and detection method thereof
CN101787712A (en) Inclination measuring device and measuring method of sunk well
CN107100213A (en) Soil disturbance monitoring system and monitoring method of the bridge construction of pile groups to adjacent piles
Valievich Measurement Of Sediments Of Industrial And Civil Buildings And Structures By High-Precision And Accurate Levelling Of Short Rays
CN109738480B (en) On-site comprehensive soil frost heaving monitoring device and monitoring method thereof
RU2624792C1 (en) Ground bench
CN104236761A (en) Method for measuring force transmission coefficients based on concrete road flexure
CN206670618U (en) A kind of concrete level mark for installing displacement transducer
CN111412890A (en) High slope monitoring method
CN201803708U (en) Vertical deformation measuring device of spatial structure
CN209559885U (en) A kind of multiple cracking landslide comprehensive monitor system
CN202928515U (en) Dual-use square-tube ruler
CN216283230U (en) Pipe culvert deformation measurement monitoring device
CN109541184A (en) A kind of multiple cracking landslide comprehensive monitor system
CN110878566A (en) Model test device for vacuum-stacking combined pre-pressing plastic drainage plate foundation
CN221882528U (en) Roadbed settlement monitoring system with multiple sensors
Ye et al. Application of millimeter 3D automatic paving system in highway engineering construction
CN221760743U (en) Test device for simulating differential settlement of foundation based on lifter

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant