CN218848352U - Waterproof observation mound structure of shock insulation - Google Patents
Waterproof observation mound structure of shock insulation Download PDFInfo
- Publication number
- CN218848352U CN218848352U CN202223149036.5U CN202223149036U CN218848352U CN 218848352 U CN218848352 U CN 218848352U CN 202223149036 U CN202223149036 U CN 202223149036U CN 218848352 U CN218848352 U CN 218848352U
- Authority
- CN
- China
- Prior art keywords
- waterproof
- observation pier
- water stop
- gap
- shock insulation
- 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
Links
Images
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/30—Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a shock insulation waterproof observation pier structure, which comprises an observation pier body, a shock insulation filling layer, a waterproof protective layer, a waterproof buckle plate, a middle-buried water stop and a mounting groove; a gap is reserved between the observation pier body and the building structure main body to form a gap, and the shock insulation filling layer is arranged in the gap; one end of the buried water stop is pre-installed in the observation pier body, and the other end of the buried water stop is pre-installed in the building structure body; the waterproof protective layers are arranged in the separation seams and positioned on the upper side and the lower side of the buried water stop belt; block the parting line through the formula waterstop of burying in, avoid the percolating water in the parting line to continue upwards to spill over, still bury the formula waterstop through the water proof layer and protect, removable mounting groove in the cooperation does benefit to and improves life cycle, reduces the operation cost to reach waterproof effect, guarantee to observe that the data of experiment are accurate.
Description
Technical Field
The utility model relates to an exploration monitoring facilities technical field, concretely relates to waterproof observation mound structure of shock insulation.
Background
The gravity observation pier is used as a key reference for controlling the precision of laboratory gravity measurement, and the concrete foundation pier is generally required to be not rigidly connected with a building main body in construction, namely, the width of a parting joint with the main body structure is ensured, and the horizontal direction is ensured not to be disturbed by the outside; in addition, the settlement of the observation pier in the vertical direction should be strictly controlled, namely, the foundation pier is required to fall on the stable bedrock. At present, a waterproof layer of a building main body is easily damaged during secondary excavation of a foundation pier construction period, so that a water leakage crack is caused, and the rock mass has crack water, so that the crack water leaks into a gap and overflows from the top of the gap, so that the accuracy of data of an observation experiment is influenced.
SUMMERY OF THE UTILITY MODEL
In view of this, the utility model aims at providing a waterproof observation mound structure of shock insulation for crack water in the crack can spill over from the top among the solution prior art, influence observation experiment and the great problem of application cost.
In order to solve the technical problem, the technical scheme of the utility model is that: a shock insulation waterproof observation pier structure comprises an observation pier body, a shock insulation filling layer, a waterproof protective layer, a waterproof buckle plate, a middle-buried water stop and a mounting groove;
a gap is reserved between the observation pier body and the building structure main body to form a gap, and the shock insulation filling layer is arranged in the gap; one end of the buried water stop is pre-installed in the observation pier body, and the other end of the buried water stop is pre-installed in the building structure body; the waterproof protective layers are arranged in the separation seams and positioned on the upper side and the lower side of the buried water stop belt; the mounting groove is formed in the top between the observation pier body and the building main body and used for sealing the top opening of the partition.
Preferably, the bottom of the mounting groove is provided with a groove corresponding to the position of the gap, a rubber water stop corresponding to the position of the groove is further arranged in the mounting groove, and the mounting groove and the rubber water stop are fixed with the observation pier body through bolts.
Preferably, the waterproof buckle plate is buckled on the mounting groove.
Preferably, the waterproof protective layer is a polystyrene board strip layer.
Preferably, the buried water stop belt is provided with a convex strip.
Preferably, the bolt is a brass bolt.
Preferably, the rubber water stop is detachably mounted.
Preferably, the seismic isolation filling layer is coarse sand.
Preferably, the bottom of the observation pier body is also fixedly provided with a reinforcing rib.
The utility model discloses technical effect mainly embodies: through the cooperation formation double-deck waterproof system between the formula waterstop of burying and the mounting groove in, wherein block the parting line through the formula waterstop of burying in, the percolating water of avoiding in the parting line continues upwards to spill over, still buries the formula waterstop through the water proof layer centering and protects, removable mounting groove in the cooperation does benefit to and improves life cycle, reduces the operating cost to reach waterproof effect, guarantee to observe that the data of experiment are accurate.
Drawings
FIG. 1 is a cross-sectional view of a shock-insulation waterproof observation pier structure of the utility model;
fig. 2 is an enlarged view of a point a in fig. 1.
The reference signs are: 1-observation pier body, 11-parting joint, 12-reinforcing rib, 2-shock insulation filling layer, 3-waterproof protective layer, 4-waterproof buckle plate, 5-buried water stop, 51-convex strip, 6-installation groove, 61-slotting, 62-rubber water stop and 63-bolt.
Detailed Description
The following detailed description of the embodiments of the present invention is made with reference to the accompanying drawings, so as to make the technical solutions of the present invention easier to understand and grasp.
In the present embodiment, it should be understood that the terms "middle", "upper", "lower", "top", "right", "left", "above", "back", "middle", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of describing the present invention, and do not indicate or imply that the referred devices or elements must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention.
In the present embodiment, if the connection or fixing manner between the components is not specifically described, the connection or fixing manner may be a bolt fixing manner, a pin connecting manner, or the like, which is commonly used in the prior art, and therefore, details thereof are not described in the present embodiment.
The utility model provides a shock insulation waterproof observation pier structure, as shown in figure 1-2, which comprises an observation pier body 1, a shock insulation filling layer 2, a waterproof protective layer 3, a waterproof buckle plate 4, a middle-buried water stop belt 5 and a mounting groove 6;
a gap is reserved between the observation pier body 1 and the building structure main body to form a gap 11, and the seismic isolation filling layer 2 is arranged in the gap 11; one end of the buried water stop 5 is pre-installed in the observation pier body 1, the other end of the buried water stop 5 is pre-installed in the building structure body, and the buried water stop 5 is used for dividing the gap 11 into an upper region and a lower region to prevent water leaking from the buried water stop 5 from leaking to the lower part of the buried water stop 5, so that water leakage is avoided; the waterproof protective layers 3 are arranged in the separation seams 11 and positioned at the upper side and the lower side of the buried water stop 5, and the buried water stop 5 is protected by being filled at the upper side and the lower side of the buried water stop 5, so that the buried water stop 5 is prevented from being damaged and leaking water; the mounting groove 6 is seted up survey the top between mound body 2 and the building subject for the open-top of sealed crack 11, thereby it is waterproof to form the first order, thereby also can avoid the rainwater 11 opening part infiltration of crack, and use with the cooperation of formula waterstop 5 of burying in, it is waterproof to form the second grade, effectively improves waterproof ability, overflows from crack 11 top after avoiding oozing water.
A slot 61 corresponding to the position of the gap 11 is formed at the bottom of the mounting groove 6, a rubber water stop 62 corresponding to the position of the slot 61 is further arranged in the mounting groove 6, and the mounting groove 6 and the rubber water stop 62 are fixed with the observation pier body 1 through bolts 63; in this embodiment, rubber waterstop 62 is demountable installation to be convenient for change new rubber waterstop 62 after rubber waterstop 62 is ageing, thereby keep waterproof ability, and after rubber waterstop 62 is ageing to lead to the infiltration, well formula waterstop 5 of burying can play main waterproof effect, thereby avoids the infiltration of parting joint 11 to spill over.
The waterproof buckle plate 4 is buckled on the mounting groove 6; the waterproof protective layer 3 is a polystyrene board strip layer; the buried water stop 5 is provided with a convex strip 51, and the deformation of the convex strip 51 is utilized to fill the gap, so that the waterproof effect is improved; the bolts 63 are brass bolts, thereby preventing water leakage due to rusting. The shock insulation filling layer 2 is coarse sand and is used for isolating the vibration between the observation pier body 1 and the building structure; the bottom of the observation pier body 1 is also fixedly provided with a reinforcing rib 12 for increasing the rigidity of the observation pier body 1 and slowing down the settlement.
The utility model discloses technical effect mainly embodies: through the cooperation formation double-deck waterproof system between the formula waterstop of burying and the mounting groove in, wherein block the parting line through the formula waterstop of burying in, the percolating water of avoiding in the parting line continues upwards to spill over, still buries the formula waterstop through the water proof layer centering and protects, removable mounting groove in the cooperation does benefit to and improves life cycle, reduces the operating cost to reach waterproof effect, guarantee to observe that the data of experiment are accurate.
Of course, the above is only a typical example of the present invention, and besides, the present invention can also have other various specific embodiments, and all technical solutions adopting equivalent replacement or equivalent transformation are all within the scope of the present invention as claimed.
Claims (9)
1. A shock insulation waterproof observation pier structure is characterized by comprising an observation pier body, a shock insulation filling layer, a waterproof protective layer, a waterproof buckle plate, a middle-buried water stop and an installation groove;
a gap is reserved between the observation pier body and the building structure main body to form a gap, and the shock insulation filling layer is arranged in the gap; one end of the buried water stop is pre-installed in the observation pier body, and the other end of the buried water stop is pre-installed in the building structure body; the waterproof protective layers are arranged in the separation seams and positioned on the upper side and the lower side of the buried water stop belt; the mounting groove is formed in the top between the observation pier body and the building main body and used for sealing the top opening of the partition seam.
2. A shock-insulation waterproof observation pier structure as claimed in claim 1, wherein the bottom of the installation groove is provided with a slot corresponding to the position of the gap, a rubber water stop corresponding to the position of the slot is further arranged in the installation groove, and the installation groove and the rubber water stop are fixed with the observation pier body through bolts.
3. A seismic isolation and waterproof observation pier structure as claimed in claim 2, wherein said waterproof gusset is fastened to said mounting groove.
4. A seismic isolation and water proof observation pier structure as claimed in claim 2, wherein said water proof protective layer is a polystyrene strip layer.
5. A seismic isolation and water proofing observation pier structure as claimed in claim 2, wherein a raised strip is provided on the buried waterstop.
6. A seismic isolation and waterproof observation pier structure as claimed in claim 2, wherein the bolts are brass bolts.
7. A seismic isolation and waterproof observation pier structure as claimed in claim 2, wherein the rubber water stop is detachably mounted.
8. A seismic-isolation waterproof observation pier structure as claimed in claim 1, wherein the seismic-isolation filling layer is coarse sand.
9. A seismic isolation and water proof observation pier structure as claimed in claim 1, wherein a reinforcing rib is further fixedly installed at the bottom of the observation pier body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223149036.5U CN218848352U (en) | 2022-11-24 | 2022-11-24 | Waterproof observation mound structure of shock insulation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223149036.5U CN218848352U (en) | 2022-11-24 | 2022-11-24 | Waterproof observation mound structure of shock insulation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218848352U true CN218848352U (en) | 2023-04-11 |
Family
ID=87284092
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223149036.5U Active CN218848352U (en) | 2022-11-24 | 2022-11-24 | Waterproof observation mound structure of shock insulation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218848352U (en) |
-
2022
- 2022-11-24 CN CN202223149036.5U patent/CN218848352U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102704957B (en) | Shed-frame method for shallowly burying large-sized underground structure construction | |
| KR101162918B1 (en) | Method of measuring underground displacement using inclinometer | |
| CN103088814A (en) | Rotary drilling rig coordinated with percussion drill hole-forming construction method | |
| CN102363961A (en) | Deepwater single-wall steel plate pile cofferdam structure with low buried depth and construction method thereof | |
| CN109322330A (en) | A kind of light and dark digging combination Metro Station Structure avoiding housing demolition and its construction method | |
| CN103469801B (en) | Method for constructing foundation pit enclosure structure on basis of prefabricated ground walls | |
| CN110747909A (en) | Waterproof structure of open cut tunnel movement joint | |
| CN112832279A (en) | Waterproof structure and method for dewatering well of underground foundation pit | |
| CN205748469U (en) | Many Information Field monitoring systems of a kind of reservoir landslide | |
| CN218848352U (en) | Waterproof observation mound structure of shock insulation | |
| CN104164881A (en) | Piling wall overlapping cantilever foundation pit support construction method and structure | |
| CN214887086U (en) | Slope debris flow guide-discharge type open cut tunnel structure | |
| CN103233465A (en) | Collimation permanent point structure and construction method thereof | |
| CN208721031U (en) | Deeply mixing cement-soil pile monitoring device | |
| CN111155535A (en) | Underground continuous wall and foundation slab's pre-buried steel sheet connection structure | |
| CN214272102U (en) | Waterproof construction of underground foundation ditch precipitation well | |
| CN107288141B (en) | A kind of seamless flexible water construction technology of contrary sequence method | |
| CN110158625A (en) | Muddy Bottoms flour sand geological conditions lower steel plate pile cofferdam is layered back cover structure and method | |
| CN111827303B (en) | Backfill-free foundation pit permanent support system and construction method thereof | |
| CN108252214A (en) | A kind of anchorage construction method | |
| CN213233563U (en) | Bearing platform structure for vibration table test | |
| CN210440034U (en) | Municipal transportation tunnel open-closed excavation conversion structure | |
| CN211200461U (en) | Underground pipe gallery assembly structure | |
| CN209891239U (en) | Piston type foundation support structure | |
| CN112392077A (en) | Method for installing inclinometer tube in inserted tubular pile of triaxial deep mixing pile |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |