CN206090317U - High pier slip form construction perpendicularity control device - Google Patents
High pier slip form construction perpendicularity control device Download PDFInfo
- Publication number
- CN206090317U CN206090317U CN201621040069.8U CN201621040069U CN206090317U CN 206090317 U CN206090317 U CN 206090317U CN 201621040069 U CN201621040069 U CN 201621040069U CN 206090317 U CN206090317 U CN 206090317U
- Authority
- CN
- China
- Prior art keywords
- laser
- high pier
- control device
- template
- template truss
- 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
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a high pier slip form construction perpendicularity control device, include: template truss, template truss installation on high mound and the shape of template truss be the cuboid, four level pipes, the level pipe just sets up on every topside of template truss with every topside one -to -one of template truss, article two, scale, two scales are installed respectively on a pair of side of template truss, four laser emitter all are equipped with two laser emitter on every scale, set up four laser receiving district on the cushion cap, laser receiving district and laser emitter one -to -one are used for the laser that the receipt is launched rather than the laser emitter who corresponds, the beneficial effects of the utility model are that: through the location of control level and vertical direction, the measurement of template is checked when having replaced slip form construction in the past, can carry out level(l)ing and vertical location simply, fast, guarantees the straightness that hangs down of high mound, simultaneously, can be at any time hangs down straightness to high mound and checks, has certain ageingly.
Description
Technical field
This utility model is related to technical field of bridge engineering, more particularly to a kind of high pier slding form operation degree control dress
Put.
Background technology
With national mountainous area highway, the continuous growth of railway construction mileage, process of construction Bridge is across intricately
Quality band is also more and more, and the construction ratio of Bridge High-pier is also being constantly increasing, in order to meet the needs of construction progress, some
High pier adopts slding form operation, but bridge pier is higher, and perpendicularity is also increasingly difficult to control, and during to verify template frequency high,
Workman's adjustment template is more difficult during sliding, efficiency of construction is affected, while the safe mass of high pier also cannot be protected preferably
Barrier.
In reinforced concrete structure construction now, form work engineering both labor intensive and had taken substantial amounts of material, while the construction period
Also it is longer, therefore, the total cost of individual works is heavily dependent on form work engineering, and for high pier structure, this point is just
Become apparent from, people simplify as much as possible form work engineering, be one correct using form construction technology many times
Select, but the perpendicularity of high pier is difficult control in work progress, and the high pier perpendicularity of design computational check of stress is zero deflection state, with
Ensure the uniform stressed of high pier, it is most important to the safe mass of bridge.
At present most of building-sites adopt total powerstation control perpendicularity and elevation substantially during high pier slding form operation,
To ensure high pier perpendicularity, in template colonel nuclear location and elevation, to ensure its accurate positioning, but the actual weight for determining perpendicularity
Want factor be during verify template frequency and it is sliding during workman control promptness, it is therefore necessary to solve prior art hang down
It is straight to spend the problem that " ageing " control is present, and degree control operation is very difficult, deviation is wayward, in detection process
Perpendicularity can not intuitively reflect that Site Detection is detected by technical staff, cause construction layer to depart from detection, it is impossible to be entangled in time
Partially.
Utility model content
In order to solve the above problems, this utility model provides a kind of high pier slding form operation verticality control device, its
Purpose is to solve the problems, such as perpendicularity and dimensional discrepancy during high pier slding form operation, it is ensured that the essence during high pier slding form operation
Exactness, reduces the labor intensity of technical staff and workman, improves work efficiency, it is ensured that the producing balanced forces of high pier, construction
Quality is ensured, while also ensure that the operation security of later stage bridge.
To achieve these goals, this utility model provides technical scheme below：
A kind of high pier slding form operation verticality control device, including：
Template truss, template truss is arranged on high pier and template truss is shaped as cuboid；
Four horizontal tubes, horizontal tube corresponds and is arranged at each top of template truss with each top margin of template truss
Bian Shang；
Two rules, two rules are respectively arranged on a pair of sides of template truss；
Four generating lasers, are equipped with two generating lasers on every rule；
Four laser pick-off areas being arranged on cushion cap, laser pick-off area and generating laser correspond to receive with
The laser that its corresponding laser transmitter projects goes out.
Further, be equipped with zero graduation line in the middle part of every rule and bearing of trend from scale value to rule two ends
Gradually amplify.
Further, two generating lasers on every rule are symmetrical arranged relative to the zero graduation line of rule.
Further, the shape in each laser pick-off area is at the home position in circle and each laser pick-off area and is all provided with
There is laser pick-off datum mark.
Further, the surrounding in each laser pick-off area is equipped with the protection for protecting corresponding laser pick-off area
Box, the top of protecting box has opening, and all side walls of protecting box surround the guard space for protecting laser pick-off area.
Further, lid, lid and the detachable company of corresponding protecting box are equipped with the top of each protecting box
Connect.
This utility model provides a kind of high pier slding form operation verticality control device, and its advantage is：Pass through
Control positioning both horizontally and vertically, the measurement of template when instead of conventional slding form operation is checked, using on the side of template four
Horizontal tube leveling, using datum mark on laser alignment cushion cap perpendicular positioning is carried out, such that it is able to simply and rapidly carry out level tune
Section and perpendicular positioning, it is ensured that the perpendicularity of high pier, meanwhile, high pier perpendicularity can be checked at any time, with it is certain when
Effect property.
Description of the drawings
The structural representation of the high pier slding form operation verticality control device that Fig. 1 is provided for this utility model；
Fig. 2 is the partial enlarged drawing of Fig. 1；
In figure：1st, template truss；2nd, horizontal tube；3rd, rule；4th, generating laser；5th, laser pick-off area；6th, laser connects
Receive datum mark；7th, protecting box；8th, cushion cap.
Specific embodiment
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of this utility model, rather than whole
Embodiment.Based on the embodiment in this utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment for being obtained, belongs to the scope of this utility model protection.
As shown in figure 1, this utility model provides a kind of high pier slding form operation verticality control device, including：
Template truss 1, template truss 1 is arranged on high pier and template truss 1 is shaped as cuboid；
Four horizontal tubes 2, horizontal tube 2 corresponds and is arranged at the every of template truss 1 with each top margin of template truss 1
On individual top margin；
Two rules 3, two rules 3 are respectively arranged on a pair of sides of template truss 1；
Four generating lasers 4, are equipped with two generating lasers 4 on every rule 3；
Four laser pick-off areas 5 being arranged on cushion cap 8, laser pick-off area 5 corresponds to connect with generating laser 4
Receive the laser that corresponding generating laser 4 is launched.
By the design of said structure so that by control positioning both horizontally and vertically, instead of conventional sliding formwork and apply
The measurement of man-hour template is checked, and using the leveling of horizontal tube 2 on the side of template four, is carried out using datum mark on laser alignment cushion cap 8
Perpendicular positioning, such that it is able to simply and rapidly carry out horizontal adjustment and perpendicular positioning, it is ensured that the perpendicularity of high pier, meanwhile, can be with
High pier perpendicularity is checked at any time, with certain ageing.
In a kind of preferably embodiment, the middle part of every rule 3 is equipped with zero graduation line and scale value is to rule 3
The bearing of trend at two ends gradually amplifies, zero graduation line of two generating lasers 4 on every rule 3 relative to rule 3
It is symmetrical arranged, zero groove can be arranged on the centre of rule 3, for surveying by rule 3 as pier shaft measuring for verticality scale
Amount pier stud reaches width control system during certain altitude, while can be used for the positioning of generating laser 4 so that each rule 3
On two generating lasers 4 can be accurately positioned and the zero graduation line relative to rule 3 is symmetrical arranged.
In a kind of preferably embodiment, as shown in Fig. 2 the shape in each laser pick-off area 5 is circle and each swashs
Laser pick-off datum mark 6 is equipped with the home position of light receiving area 5, laser pick-off area 5 can arrange conglobate with Huang
The region of white alternate mark, and a null point is set at the home position in laser pick-off area 5 used as laser pick-off datum mark 6,
The size of laser pick-off datum mark 6 can be the circle that radius is 10cm, can be by swashing for receiving by the design of said structure
Light significantly shows.
In a kind of preferably embodiment, the surrounding in each laser pick-off area 5 is equipped with and corresponding swashs for protecting
The protecting box 7 of light receiving area 5, all side walls that the top of protecting box 7 has opening, protecting box 7 are surrounded for protecting laser to connect
The guard space in area 5 is received, the top of each protecting box 7 is equipped with lid, lid and the corresponding detachable company of protecting box 7
Connect, the size of protecting box 7 can be adjusted according to the actual size of live pier stud, generally protecting box 7 can pass through 4
The steel plate that individual thickness is 10cm, the length of side is 40cm is surrounded, and protecting box 7 can protect the damage of laser pick-off datum mark 6.
The above, preferred embodiment only of the present utility model is every according to this not to limit this utility model
Any trickle amendment, equivalent and improvement that the technical spirit of utility model is made to above example, should be included in this
Within the protection domain of utility model technical scheme.
Claims (6)
1. a kind of high pier slding form operation verticality control device, it is characterised in that include：
Template truss, the template truss is arranged on high pier and the template truss is shaped as cuboid；
Four horizontal tubes, the horizontal tube corresponds and is arranged at the template truss with each top margin of the template truss
Each top margin on；
Two rules, two rules are respectively arranged on a pair of sides of the template truss；
Four generating lasers, per rule described in bar on be equipped with two generating lasers；
Four laser pick-off areas being arranged on cushion cap, the laser pick-off area is corresponded to connect with the generating laser
Receive the laser that the corresponding laser transmitter projects go out.
2. high pier slding form operation verticality control device according to claim 1, it is characterised in that per scale described in bar
Zero graduation line is equipped with the middle part of chi and scale value is gradually amplified to the bearing of trend at the rule two ends.
3. high pier slding form operation verticality control device according to claim 2, it is characterised in that per scale described in bar
Two generating lasers on chi are symmetrical arranged relative to the zero graduation line of the rule.
4. high pier slding form operation verticality control device according to claim 1, it is characterised in that each described laser
The shape of reception area is at the home position in circle and each laser pick-off area and is equipped with laser pick-off datum mark.
5. the high pier slding form operation verticality control device according to any one of Claims 1-4, it is characterised in that every
The surrounding in the individual laser pick-off area is equipped with the protecting box for protecting the corresponding laser pick-off area, the protection
The top of box has opening, and all side walls of the protecting box surround the guard space for protecting the laser pick-off area.
6. high pier slding form operation verticality control device according to claim 5, it is characterised in that each described protection
Lid, the lid and the corresponding protecting box detachable connection are equipped with the top of box.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621040069.8U CN206090317U (en) | 2016-09-06 | 2016-09-06 | High pier slip form construction perpendicularity control device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621040069.8U CN206090317U (en) | 2016-09-06 | 2016-09-06 | High pier slip form construction perpendicularity control device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206090317U true CN206090317U (en) | 2017-04-12 |
Family
ID=58476161
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621040069.8U Active CN206090317U (en) | 2016-09-06 | 2016-09-06 | High pier slip form construction perpendicularity control device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206090317U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106192769A (en) * | 2016-09-06 | 2016-12-07 | 中铁二十四局集团南昌铁路工程有限公司 | High pier slding form operation verticality control device and using method thereof |
| CN107702703A (en) * | 2017-10-31 | 2018-02-16 | 长安大学 | A kind of spandrel column installation pre- instrument and its application method partially |
| CN108221706A (en) * | 2018-03-23 | 2018-06-29 | 中国五冶集团有限公司 | A kind of twin legged thin wall pier overmolded method template and application method |
| CN109881588A (en) * | 2019-04-10 | 2019-06-14 | 北方工业大学 | Pier adjusting device and pier adjusting system |
| CN111322996A (en) * | 2020-03-10 | 2020-06-23 | 中国十七冶集团有限公司 | Column template gradient control structure by laser pointing method and use method thereof |
| CN112282360A (en) * | 2020-11-25 | 2021-01-29 | 中国十七冶集团有限公司 | Device for fixing shear wall and column and construction method thereof |
-
2016
- 2016-09-06 CN CN201621040069.8U patent/CN206090317U/en active Active
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106192769A (en) * | 2016-09-06 | 2016-12-07 | 中铁二十四局集团南昌铁路工程有限公司 | High pier slding form operation verticality control device and using method thereof |
| CN106192769B (en) * | 2016-09-06 | 2018-04-20 | 中铁二十四局集团南昌铁路工程有限公司 | High pier slding form operation verticality control device and its application method |
| CN107702703A (en) * | 2017-10-31 | 2018-02-16 | 长安大学 | A kind of spandrel column installation pre- instrument and its application method partially |
| CN108221706A (en) * | 2018-03-23 | 2018-06-29 | 中国五冶集团有限公司 | A kind of twin legged thin wall pier overmolded method template and application method |
| CN108221706B (en) * | 2018-03-23 | 2023-04-14 | 中国五冶集团有限公司 | Double-limb thin-wall pier turnover formwork and using method |
| CN109881588A (en) * | 2019-04-10 | 2019-06-14 | 北方工业大学 | Pier adjusting device and pier adjusting system |
| CN109881588B (en) * | 2019-04-10 | 2023-11-21 | 北方工业大学 | Pier adjusting device and pier adjusting system |
| CN111322996A (en) * | 2020-03-10 | 2020-06-23 | 中国十七冶集团有限公司 | Column template gradient control structure by laser pointing method and use method thereof |
| CN112282360A (en) * | 2020-11-25 | 2021-01-29 | 中国十七冶集团有限公司 | Device for fixing shear wall and column and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206090317U (en) | High pier slip form construction perpendicularity control device | |
| CN106192769B (en) | High pier slding form operation verticality control device and its application method | |
| CN102607516B (en) | Method for measuring standard elevation in nuclear power engineering | |
| CN105890537B (en) | The technical solution and system of the distributing optical fiber sensing of induced joint deformation monitoring | |
| CN102174893B (en) | Testing method for laying ballastless tracks in early stage before overall completion of super long tunnel | |
| CN104251688B (en) | Pipe-jacking project utilizes laser straight line orientation survey engineering method | |
| CN102359042B (en) | Railway track accurate measurement control network establishing method | |
| CN104120656B (en) | Method for automatically controlling bridge high pier construction perpendicularity | |
| CN104457716A (en) | Measurement and control method for bridge construction | |
| CN108253930B (en) | Long-term deformation monitoring method for operated cross-river subway tunnel | |
| CN105091852A (en) | Pipe-jacking excavation laser-guiding measurement construction method | |
| CN103499340A (en) | Measurement device and measurement method for vertical great-height difference height transmission | |
| CN102680942A (en) | Blast furnace frame measuring positioning method based on total station | |
| CN109443327A (en) | A kind of distribution method of SURVEYING CONTROL NETWORK | |
| CN106223623A (en) | Steel construction box arched roof truss installation method | |
| CN102966041A (en) | Spatial stay-cable positioning method of multispan continuous S-shaped landscape bridge | |
| CN104674860B (en) | Wire holing through survey method in seabed tunnel | |
| CN103344214B (en) | 1.6-degree parabolic extralarge pier measuring and pier body linear control method | |
| CN115387221A (en) | High pier line type control method for high altitude area | |
| CN107121133A (en) | A kind of subway work vertical shaft connection triangle alignment system | |
| CN101592481B (en) | Laser internal control vertical section measuring method of high-rise building | |
| CN104713534A (en) | Submodule-assembled three-dimensional positioning mounting method | |
| CN204711265U (en) | A kind of rail Manual damage producing device | |
| CN109751983A (en) | A method of emergency, which is surveyed, sets laser data and transmitting point height | |
| CN105672070A (en) | Control network establishing method for single-row track in existing line railway station |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |