CN211006750U - Measurement observation platform - Google Patents
Measurement observation platform Download PDFInfo
- Publication number
- CN211006750U CN211006750U CN201921442866.2U CN201921442866U CN211006750U CN 211006750 U CN211006750 U CN 211006750U CN 201921442866 U CN201921442866 U CN 201921442866U CN 211006750 U CN211006750 U CN 211006750U
- Authority
- CN
- China
- Prior art keywords
- base
- platform
- stand
- column
- auxiliary structure
- 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
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
A measurement observation platform and an installation method thereof comprise a main structure and an auxiliary structure; the main structure comprises a prestressed pipe pile, surface concrete, a cushion layer, a base, a bearing platform and a tower column; the cushion layer is arranged between the surface layer concrete and the base, the bearing platform is connected with the prestressed pipe pile through the base, and the tower column is embedded in the bearing platform in advance; the auxiliary structure comprises a stand column base, an operation platform, a sun-shading and rain-shielding top plate, a wrapping baffle plate, a stand column and an escalator; the stand stretches into in the middle of the stand base, and the sunshade roof that keeps out the rain is connected with the stand at the auxiliary structure top, and operation platform designs the position in sunshade roof below, and the staircase is connected with the stand in certain one side of auxiliary structure. The measurement observation platform has good heat insulation and shock isolation effects, and greatly reduces measurement errors caused by vibration, settlement and temperature difference change; provides a good working environment for the working personnel and improves the construction efficiency.
Description
Technical Field
The utility model belongs to the building engineering field relates to a measure observation platform device.
Background
In the prior engineering observation device, the influence of settlement and loads of vehicles and pedestrians is large, the requirements on precision and efficiency required by modern engineering cannot be met, and the influence of vibration and temperature difference on the prior measuring device is also large. The prior measuring device has the defects that the sight frequency is blocked, the project progress is influenced, and the project progress can be delayed as soon as bad weather such as rainy days, so that the project can not be carried out as expected, and the progress of the whole project is influenced. Therefore, it is necessary to design a more efficient, more accurate and more humanized measurement and observation platform device.
The existing measuring device is easy to generate errors in the setting process and has no good stability, and the existing measuring device is easy to be influenced by a plurality of factors such as vibration, temperature difference change and the like in the measurement process. Construction delay is often caused due to the fact that real vision is blocked in measurement and observation, and construction is suspended seriously.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a measurement observation platform for improving measurement accuracy, efficiency for solve the higher requirement that present engineering provided.
The utility model discloses a realize through following technical scheme.
A platform for measuring survey, its characteristic includes major structure and additional structure two parts.
The main structure comprises a prestressed pipe pile, surface concrete, a cushion layer, a base, a bearing platform and a tower column. The cushion layer is arranged between the surface layer concrete and the base, the bearing platform is connected with the prestressed pipe pile through the base, and the tower column is pre-embedded in the bearing platform.
The auxiliary structure comprises a stand column base, an operation platform, a sun-shading and rain-shielding top plate, a wrapping baffle plate, a stand column and an escalator. The stand stretches into in the middle of the stand base, and the sunshade roof that keeps out the rain is connected with the stand at the auxiliary structure top, and operation platform designs the position in sunshade roof below, and the staircase is connected with the stand in certain one side of auxiliary structure.
The prestressed pipe pile needs to be poured with concrete after being buried underground.
The cushion layer is made of plastic plates and has the effects of heat insulation and shock insulation.
And a stainless steel plate is embedded at the top end of the tower column, and a cross-shaped threaded steel bar is configured as a forced centering point.
The periphery of the main structure is closed, and the auxiliary structure is forbidden to contact with the main structure.
The utility model discloses a construction method, including following step.
(1) And (4) driving the prestressed pipe pile into the ground according to the design requirement, and then pouring the prestressed pipe pile concrete.
(2) And leveling the ground and then pouring the surface layer concrete.
(3) And laying the cushion layer.
(4) And planting bars and paving reticular steel bars at the top of the prestressed pipe pile, pre-embedding a tower column structure, and then pouring concrete of the base, the bearing platform and the tower column.
(5) After the main structure is set, the erection of the auxiliary structure is then carried out. When the attachment structure is to be built, the column base is first poured.
(6) And setting the stand column after the stand column base is poured.
(7) Then, the steel plate, the sunshade and rainproof top plate, the operation platform and the escalator are arranged in a wrapping mode.
The utility model relates to a measure observation platform has solved vibrations, temperature difference change and sight a series of problems such as obstructed, can place the instrument that wants to use on measuring observation platform wantonly here, and simple to operate, just can realize the installation of new instrument in the short time, has improved the construction progress greatly, and has certain scientific research experiment effect. The measuring and observing platform is more humanized, provides a good working environment for workers to use, can measure and observe activities without resistance by wind and rain, and greatly improves the construction efficiency.
Specifically, the utility model has the advantages of.
(1) The utility model discloses measuring observation platform device base bottom is equipped with the bed course and keeps apart with the bottom concrete, and the bed course is the plastic slab, has good thermal-insulated, shock insulation effect, greatly reduced because of vibrations and the measuring error that the temperature difference change brought.
(2) The utility model discloses measure observation platform device major structure not with any other structure contact, this measure has prevented because of vibrations and the influence of subsiding the measuring error who brings.
(3) The utility model discloses measure observation platform device and wrap up with the parcel steel sheet all around, and the top is provided with the sunshade roof that keeps off the rain, provides a good operational environment for the staff, can work equally in rainy day or snowy day, has improved the efficiency of construction.
(4) The utility model discloses measure observation platform device and adopt the prestressed pipe stake, and the degree of depth of burying is more reasonable, has reduced and has subsided the influence to measured data.
Drawings
Fig. 1 is an overall schematic view of the present invention.
Fig. 2 is a schematic view of the main structure of the present invention.
Fig. 3 is a schematic diagram of forced centering.
Wherein: the device comprises a tower column 1, a bearing platform 2, a base 3, a cushion layer 4, a prestressed pipe pile 5, a sun-shading and rain-shielding top plate 6, a wrapping baffle 7, an escalator 8, an operating platform 9, a stand column base 10, a stand column 11, a stainless steel plate 12 and cross-shaped twisted steel 13.
Detailed Description
The measurement and observation platform is described in detail below with reference to the accompanying drawings and construction examples. This example cannot represent all construction methods, and all observation platform devices based on this measurement fall within the scope of this utility model.
As shown in the figure, the platform for measuring observation comprises a main structure and an auxiliary structure.
The main structure comprises a prestressed pipe pile 5, surface concrete, a cushion layer 4, a base 3, a bearing platform 2 and a tower column 1. The cushion layer 4 is arranged between the surface layer concrete and the base 3, the bearing platform 2 is connected with the prestressed pipe pile 5 through the base 3, and the tower column 1 is pre-embedded in the bearing platform 2.
The auxiliary structure comprises a vertical column base 10, an operation platform 9, a sun-shading and rain-shielding top plate 6, a wrapping baffle plate 7, a vertical column 11 and an escalator 8. The upright post 11 extends into the upright post base 10, the sunshade and rainproof roof 6 is connected with the upright post 11 at the top of the auxiliary structure, the operating platform 9 is arranged at the designed position below the sunshade and rainproof roof 6, and the escalator 8 is connected with the upright post 11 at one side of the auxiliary structure.
The prestressed pipe pile 5 needs to be poured with concrete after being buried underground.
The cushion layer 4 is a plastic plate and has the effects of heat insulation and shock insulation.
The top end of the tower column 1 is embedded with a stainless steel plate 12 and is provided with a cross-shaped threaded steel bar 13 as a forced centering point.
The periphery of the main structure is closed, and the auxiliary structure is forbidden to contact with the main structure.
The utility model discloses a construction method, including following step:
(1) and (3) driving the prestressed pipe pile 5 into the ground according to the design requirement, and then pouring concrete of the prestressed pipe pile 5.
(2) And leveling the ground and then pouring the surface layer concrete.
(3) The laying work of the mat 4 is performed.
(4) And planting bars and paving reticular steel bars at the top of the prestressed pipe pile, pre-embedding a tower column structure, and then pouring concrete of the base, the bearing platform and the tower column.
(5) After the main structure is set, the erection of the auxiliary structure is then carried out. When the attachment structure is to be built, the column base is first poured.
(6) And setting the stand column after the stand column base is poured.
(7) Then, the steel plate, the sunshade and rainproof top plate, the operation platform and the escalator are arranged in a wrapping mode.
The setting method of the measurement observation platform device comprises the following steps.
The prestressed pipe pile is driven into the ground to a designed depth, the depth is calculated according to the bearing capacity requirement, and the depth is deepened properly in order to reduce the influence of settlement on the measurement error. And then pouring concrete into the prestressed pipe pile.
And leveling the ground, and then setting surface concrete.
After the setting of the surface concrete is completed, a cushion layer is laid on the surface concrete.
And then planting bars at the top of the prestressed pipe pile and laying the net-shaped steel bars, wherein the prestressed pipe pile is required to extend into the designed depth of the bearing platform. Embedding the tower column, wherein the tower column extends into the design depth of the base and exceeds the design length of the bearing platform, and then embedding a stainless steel plate at the top of the tower column to configure a cross-shaped threaded steel bar as a forced centering point. And after the setting is finished, the base, the bearing platform and the tower column are synchronously cast with concrete. And timely maintaining after the main structure is constructed.
And pouring the column base, arranging the column after the pouring, and arranging the wrapped steel plate, the sun-shading and rain-shielding top plate and the escalator.
Claims (1)
1. A measurement observation platform is characterized by comprising a main structure and an auxiliary structure;
the main structure comprises a prestressed pipe pile, surface concrete, a cushion layer, a base, a bearing platform and a tower column; the cushion layer is arranged between the surface layer concrete and the base, the bearing platform is connected with the prestressed pipe pile through the base, and the tower column is embedded in the bearing platform in advance;
the auxiliary structure comprises a stand column base, an operation platform, a sun-shading and rain-shielding top plate, a wrapping baffle plate, a stand column and an escalator; the upright column extends into the upright column base, the sunshade and rainproof top plate is connected with the upright column at the top of the auxiliary structure, the operating platform is arranged at a design position below the sunshade and rainproof top plate, and the escalator is connected with the upright column at one side of the auxiliary structure;
after the prestressed pipe pile is buried underground, concrete needs to be poured;
a stainless steel plate is embedded at the top end of the tower column, and a cross-shaped threaded steel bar is configured to serve as a forced centering point;
the periphery of the main structure is sealed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921442866.2U CN211006750U (en) | 2019-09-02 | 2019-09-02 | Measurement observation platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921442866.2U CN211006750U (en) | 2019-09-02 | 2019-09-02 | Measurement observation platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211006750U true CN211006750U (en) | 2020-07-14 |
Family
ID=71478394
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921442866.2U Active CN211006750U (en) | 2019-09-02 | 2019-09-02 | Measurement observation platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211006750U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110512641A (en) * | 2019-09-02 | 2019-11-29 | 南昌大学 | A kind of measurement observation platform and its installation method |
-
2019
- 2019-09-02 CN CN201921442866.2U patent/CN211006750U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110512641A (en) * | 2019-09-02 | 2019-11-29 | 南昌大学 | A kind of measurement observation platform and its installation method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107542017A (en) | A kind of assembled road construction method | |
| CN106596268B (en) | Multi-immersion working condition simulation test model box and test method | |
| CN104790676A (en) | Rapid leveling and alignment device and method for installation of prefabricated wallboards | |
| CN210031842U (en) | Combined supporting system for adjacent deep foundation pit based on row piles, connecting beams and counter-pulling anchor cables | |
| CN105298153B (en) | Building integral shift is vehicle-mounted to underpin system and method | |
| CN112663516A (en) | Construction method of bridge thin-wall hollow pier column | |
| CN102323396A (en) | Mass concrete solid simulation testing device and trial construction method | |
| CN211006750U (en) | Measurement observation platform | |
| CN108827568B (en) | High-density area ground long-term settlement model test device under simulated complex vibration environment | |
| CN203247614U (en) | Anchor-pulling type retaining wall model test device | |
| CN105350409B (en) | Urban track traffic bolster formula steel spring floating slab road bed railroad switch construction method | |
| CN205421321U (en) | Precast reinforced concrete base | |
| CN105297731A (en) | Reverse construction method steel stand column positioning device and positioning method | |
| CN205088982U (en) | Whole on -vehicle system of underpining that shifts of building | |
| KR101550398B1 (en) | the improved construction method of road boundary stone based on rain drainage | |
| JPH08120673A (en) | Accurate erection method and equipment for steel frame column under ground surface of reverse construction method | |
| CN113932694B (en) | Automatic monitoring system for culvert safety | |
| CN211872669U (en) | Uneven jacking system of current bridge superstructure | |
| CN113152978A (en) | Hydraulic self-lifting construction method based on inverted cone shell water tank | |
| CN112095658A (en) | High-prefabricated stand column based on grid ecological retaining wall and construction method for accurate installation of high-prefabricated stand column | |
| CN113718560A (en) | Intelligent monitoring-based construction method for coordinative settlement control of adjacent existing line retaining wall type high-speed railway foundation | |
| CN113106821A (en) | Hoisting and positioning device and method for assembly type cement concrete pavement slab | |
| CN110512641A (en) | A kind of measurement observation platform and its installation method | |
| CN220453228U (en) | Foam concrete roadbed subsides monitoring devices | |
| CN112431217A (en) | Construction method of large skid-mounted cold box pile-free anti-seismic raft foundation |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |