CN205501830U - Cable support tower construction removable support - Google Patents
Cable support tower construction removable support Download PDFInfo
- Publication number
- CN205501830U CN205501830U CN201620186366.7U CN201620186366U CN205501830U CN 205501830 U CN205501830 U CN 205501830U CN 201620186366 U CN201620186366 U CN 201620186366U CN 205501830 U CN205501830 U CN 205501830U
- Authority
- CN
- China
- Prior art keywords
- frame
- climbing frame
- sarasota
- climbing
- steel
- 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
- Tents Or Canopies (AREA)
Abstract
The utility model relates to a cable support tower construction removable support, this system includes the steel pipe, climb the frame, the hoisting frame, the staple bolt, chain block and security steel rope, wherein, the steel pipe is equipped with four, fix around the cable support tower respectively, and can vertically connect the length, as climbing the frame, the guide rail that the hoisting frame was fixed and was climbed, climb and erect the three -layer, fix on four steel pipes, and each layer is climbed the frame and is all laid along cable support tower circumference, including surrounding the cable support tower, the hoisting frame is fixed on four steel pipes, lay along cable support tower circumference, including surrounding the cable support tower, and be located the top that the frame was climbed by the superiors, the staple bolt is established on the steel pipe, be used for supporting climbing and put up or the hoisting frame, chain block connects adjacent two -layer climbing between the frame, or connect and climbing between frame and the hoisting frame, security steel rope connects adjacent two -layer climbing between the frame, or connect and climbing between frame and the hoisting frame. Compared with the prior art, the utility model discloses the work progress can be simplified by the auxiliary stand system, reduces the construction risk.
Description
Technical field
This utility model belongs to field of bridge construction, is specifically related to a kind of Sarasota construction removable support.
Background technology
The most domestic carry out Sarasota construction frequently with overmolded technique and mould crawling process.Wherein over-form construction is above sections rope
Tower top joint template is as fixed knot and load part, and the template installing sections dismounting is constructed, and need to additionally set up scaffold
As operation platform；Creeping formwork is made up of jumping formwork, climbing frame and climbing equipment, is watering sections pre-buried track shear key, edge
The construction of track hydraulic lifting section by section, the external scaffolding in work progress can be saved at scaffold cradle in the template climbed.
Current domestic conventional Sarasota construction auxiliary stand has scaffold, creeping formwork support.Scaffold is to use steel pipe, foot hands
Plates etc. are successively set up and are formed, due to the restriction of scaffolding height, if conversion platform segmented-erection and dismounting need to be used when high tower,
Work high above the ground governing factor is many, and construction safety risk is big.Creeping formwork support is using hydraulic climbing shuttering as support, same with jumping formwork
Step promotes, if but the Sarasota changeable for cross section, track is pre-buried, installation accuracy is poor, and difficulty of construction is big.
It is oblique that the Chinese patent of Publication No. CN 103898836 A discloses a kind of cable-stayed bridge H type Sarasota height entablature steel
Lower limb prestress stent construction method, for field of bridge construction, it uses steel battered leg bracket and bow member to crossbeam of constructing, it is to avoid
In prior art, high trestle method is constructed the installation of a large amount of steel pipe supports and dismounting, when decreasing Sarasota construction built-in fitting installation and
Later stage patch work, reduces overhead welding workload and material, greatly reduces work high above the ground risk, has also evaded high simultaneously
Decrement reserved by frame and pre-buried calf support camber arranges the problems such as difficulty；Steel battered leg bracket stress is clear and definite, and upper node will be perpendicular
Passing to Sarasota to load, on lower node, the oblique horizontally outward component exerted oneself is executed in advance by prestress wire at inter-tie
The prestressing force added is offset, and on lower node, the oblique vertical force component exerted oneself is born by Sarasota.Additionally, Sarasota and the asynchronous construction of crossbeam,
Avoid the crossbeam side construction template of Sarasota and the high-altitude dismantling of climbing frame and installation, reduce security risk, shorten the duration.But
It is that above-mentioned construction method is only applicable to cable-stayed bridge H type Sarasota, and the Sarasota for other cross sectional shapes is constructed and inapplicable.
Summary of the invention
Defect that the purpose of this utility model is contemplated to overcome above-mentioned prior art to exist and provide a kind of and simplify construction
Process, the Sarasota construction removable support of reduction construction risk.
The purpose of this utility model can be achieved through the following technical solutions:
Sarasota construction removable support, this system includes steel pipe, climbing frame, hoisting frame, anchor ear, chain block and safety lanyard
Rope, described steel pipe is provided with four, is separately fixed at around Sarasota, and can vertical extension, fix as climbing frame, hoisting frame and climb
Guide rail；Described climbing frame is provided with three layers, is fixed on four steel pipes, and each layer of climbing frame is all laid along Sarasota circumference, by Sarasota
In being enclosed in；Described hoisting frame is fixed on four steel pipes, lays along Sarasota circumference, in being enclosed in by Sarasota, and is positioned at and goes up most
The top of layer climbing frame；Described anchor ear is located on steel pipe, is used for supporting climbing frame or hoisting frame；Described chain block is connected to adjacent two
Between layer climbing frame, or it is connected between climbing frame and hoisting frame；Described insurance steel cable: be connected between adjacent two layers climbing frame, or
It is connected between climbing frame and hoisting frame.
Further, the climbing frame of the superiors and the climbing frame in intermediate layer connect into entirety by truss.
Further, section steel platform is set between undermost climbing frame and Sarasota and carries out closing of revealing all the details.
Further, also include that being arranged between adjacent two layers climbing frame or be arranged on the activity between climbing frame and hoisting frame climbs
Ladder.
Further, described climbing frame includes main frame body and guardrail, and guardrail is located on main frame body；It is provided with cat ladder in climbing frame to lead to
Road, it is totally-enclosed that climbing frame surrounding arranges steel wire.
Further, the platform of described hoisting frame and guardrail use wire gauze to close.
Further, weld 4 reinforcing bars in the bottom of anchor ear along steel pipe walls to support as insurance.
Compared with prior art, this utility model has the following advantages and beneficial effect:
1, this utility model auxiliary stand system can be applicable to the Tasso of variable cross-section shape or variable diameters, only auxiliary by this
Help mounting system i.e. can complete the construction of whole Tasso different cross section sections, it is not necessary to overlap auxiliary stand more, therefore construct just
Victory, saves simultaneously and installs and the operating time, additionally it is possible to reduce the cost of manufacture of auxiliary stand.
2, this utility model auxiliary stand is mainly by can the steel pipe of vertical extension, hoisting frame, climbing frame, chain block, insurance
Steel wire rope and anchor ear etc. form, and structure is arranged simply, and in build process, use tower crane to promote one rope of hoisting frame
The height of tower sections, climbing frame is hung over by chain block and promotes on hoisting frame, promotes conveniently the most up and down, is embraced by locking
Hoop realizes hoisting frame or the support of climbing frame, easy to operate.
3, levels cat ladder passage is set in climbing frame, and between adjacent two layers climbing frame or between climbing frame and hoisting frame
Adjustable ladder is set, it is achieved the activity operations between different layers.
4, arranging section steel platform between undermost climbing frame and Sarasota and carry out closing of revealing all the details, it is complete that climbing frame surrounding arranges steel wire
Closing, the platform of hoisting frame and guardrail use wire gauze to close, and weld 4 reinforcing bars in the bottom of anchor ear along steel pipe walls and make
Supporting for insurance, therefore, it is high that auxiliary stand system results of the present utility model consolidates safety, reduces construction risk.
Accompanying drawing explanation
Fig. 1 is Sarasota of the present utility model construction auxiliary stand system structure schematic diagram.
Label in figure: 1 is steel pipe, 2 is hoisting frame, and 3 is climbing frame, and 4 is anchor ear, and 5 is chain block, and 6 is insurance steel cable,
7 is adjustable ladder, and 8 is tower crane, and 9 is cat ladder passage, and 10 is elevator, and 11 is cable tower segment.
Detailed description of the invention
With specific embodiment, this utility model is described in detail below in conjunction with the accompanying drawings.
Embodiment
As it is shown in figure 1, a kind of Sarasota construction removable support, this system include steel pipe 1, climbing frame 3, hoisting frame 2, anchor ear 4,
Chain block 5, insurance steel cable 6 and adjustable ladder 7.Steel pipe 1 is provided with four, is separately fixed at around Sarasota, and can vertically connect
Guide rail that is long, that fix as climbing frame 3, hoisting frame 2 and climb.Climbing frame 3 is provided with three layers, is fixed on four steel pipes 1, and each layer
Climbing frame 3 is all laid along Sarasota circumference, and in being enclosed in by Sarasota, wherein, the climbing frame 3 of the superiors passes through purlin with the climbing frame 3 in intermediate layer
Frame connects into entirety.Between undermost climbing frame 3 and Sarasota, section steel platform is set and carries out closing of revealing all the details.Climbing frame 3 includes main frame body
With guardrail, guardrail is located on main frame body；Arranging levels cat ladder passage 9 in climbing frame 3, it is totally-enclosed that climbing frame 3 surrounding arranges steel wire.
Hoisting frame 2 is fixed on four steel pipes 1, lays along Sarasota circumference, in being enclosed in by Sarasota, and is positioned at the upper of the superiors' climbing frame 3
Side, the platform of hoisting frame 2 and guardrail use wire gauze to close.Anchor ear 4 is located on steel pipe 1, is used for supporting climbing frame 3 or promoting
Frame 2, welds 4 reinforcing bars in the bottom of anchor ear 4 along steel pipe walls and supports as insurance.Chain block 5 is connected to adjacent two layers climbing frame
Between 3, or it is connected between climbing frame 3 and hoisting frame 2.Insurance steel cable 6 is connected between adjacent two layers climbing frame 3, or is connected to
Between climbing frame 3 and hoisting frame 2.Adjustable ladder 7 be arranged between adjacent two layers climbing frame 3 or be arranged on climbing frame 3 and hoisting frame 2 it
Between.
The building method of Sarasota construction removable support, comprises the following steps:
A, by built-in fitting on cushion cap, install four steel pipe Isosorbide-5-Nitrae root steel pipes 1 as whole auxiliary stand guide rail it
Between be linked to be entirety by sway bracing pipe, steel pipe 1 arranges one cross pipe along every 24 meters of short transverse, and steel pipe 1 is along short transverse simultaneously
Every 6 meters, the attached wall part fixing to be connected with Sarasota together is set；When two steel pipes 1 that are connected weld, coupling full weld, and at steel
Stiffened steel plates is welded outside pipe joint；
B, installing bottom layer climbing frame: 4 anchor ears 4 are first installed on steel pipe, using the anchor ear 4 that is locked on steel pipe as support,
The climbing frame 3 of piecemeal installing bottom layer, installs remaining 2 layers of climbing frame 3 and hoisting frame 2 the most from lower to upper；
C, respectively between adjacent two layers climbing frame 3, and it is dynamic as promoting to hang chain block 5 between climbing frame 3 and hoisting frame 2
Power apparatus, and connect insurance steel cable 6；
D, complete a sections Sarasota construction after, 4 steel pipes 1 of spreading, utilize tower crane 8 to promote 2 one Sarasotas of hoisting frame
The height of sections, the climbing frame 3 of the superiors is hung over by chain block 5 and promotes on hoisting frame 2, and the climbing frame 3 of lower floor passes through hands
Draw calabash 5 to hang on adjacent upper climbing frame 3 to promote, and adjust anchor ear 4 position and make anchor ear 4 be locked on steel pipe 1 and support
Below the climbing frame 3 or hoisting frame 2 of new high degree, complete an operation circulation.
In the present embodiment, Sarasota total height is 107.928m, and tower top elevation is+114.502m, and bridge floor level above is
81.107m.Sarasota cross section is formed by " justifying " and " just " combined transformation, and Sarasota is circular section section from the downward 39.0m of tower top, thus
To being that circular section changes to square-section section at the bottom of tower.Tower top diameter of section is 6.5m, and circular section starts to change section to square-section
A diameter of 5.5m king-post minimum dimension.Construct according to Sarasota construction features, bracket position and upper king-post strut staying cable anchorage zone section and want
Ask, Sarasota is divided into 19 construction sections.Sarasota 1,2 sections uses conventional two-row scaffold to construct, and 3 ~ 19 sections are adopted
Construct by auxiliary stand system of the present utility model.
Steel pipe 1 uses the steel pipe of major diameter spiral steel pipe such as more than external diameter 80cm.The height of climbing frame 3 is 3.2m, in climbing frame 3
Body frame height 2m, guardrail height 1.2m；The height of hoisting frame 2 is 1.72 meters, and 3 climbing frames are the master of Sarasota construction auxiliary stand
Body.Insurance steel cable 6 external diameter uses 28mm.Anchor ear 4 arranges 4 brackets, and anchor ear internal diameter is Φ 820mm, and panel is 12mm steel plate,
Adpting flange is 12mm steel plate, and floor is 12mm steel plate, and anchor ear flange uses 8 M20 × 100 8.8 grade high-strength bolts even
Connecing, bolt hole is φ 22.
Sarasota has been constructed after cable tower segment 11, and spreading steel pipe 1, to cable tower segment height to be onstructed, utilizes tower crane 8 to promote
Hoisting frame 2, and lock anchor ear 4.Utilize chain block 5 the most successively to promote climbing frame 3, and lock anchor ear 4, hang insurance steel cable
6.Improve adjustable ladder 7 and cat ladder passage 9, convenient construction operating personnel from elevator 10 to the upper and lower operation of safety after climbing frame.
The above-mentioned description to embodiment is to be understood that for ease of those skilled in the art and use practicality
Novel.These embodiments obviously easily can be made various amendment by person skilled in the art, and explanation at this
General Principle be applied in other embodiments without through performing creative labour.Therefore, this utility model is not limited to above-mentioned
Embodiment, those skilled in the art according to announcement of the present utility model, the improvement made without departing from this utility model category and
Amendment all should be within protection domain of the present utility model.
Claims (7)
1. a Sarasota construction removable support, it is characterised in that this system includes steel pipe, climbing frame, hoisting frame, anchor ear, pulls
Calabash and insurance steel cable, described steel pipe is provided with four, is separately fixed at around Sarasota, and can vertical extension, as climbing frame, carry
Rise the guide rail that frame is fixed and climbed；Described climbing frame is provided with three layers, is fixed on four steel pipes, and each layer of climbing frame is all along Sarasota week
To laying, in Sarasota is enclosed in；Described hoisting frame is fixed on four steel pipes, lays along Sarasota circumference, is enclosed in by Sarasota
In, and it is positioned at the top of the superiors' climbing frame；Described anchor ear is located on steel pipe, is used for supporting climbing frame or hoisting frame；Described pull calabash
Reed is connected between adjacent two layers climbing frame, or is connected between climbing frame and hoisting frame；Described insurance steel cable: be connected to adjacent two
Between layer climbing frame, or it is connected between climbing frame and hoisting frame.
A kind of Sarasota construction removable support the most according to claim 1, it is characterised in that the climbing frame of the superiors is with middle
The climbing frame of layer connects into entirety by truss.
A kind of Sarasota construction removable support the most according to claim 1, it is characterised in that undermost climbing frame and Sarasota
Between section steel platform be set carry out closing of revealing all the details.
A kind of Sarasota construction removable support the most according to claim 1, it is characterised in that also include being arranged on adjacent two
Between layer climbing frame or the adjustable ladder that is arranged between climbing frame and hoisting frame.
A kind of Sarasota construction removable support the most according to claim 1, it is characterised in that described climbing frame includes body frame
Body and guardrail, guardrail is located on main frame body；Being provided with cat ladder passage in climbing frame, it is totally-enclosed that climbing frame surrounding arranges steel wire.
A kind of Sarasota construction removable support the most according to claim 1, it is characterised in that the platform of described hoisting frame
And guardrail uses wire gauze to close.
A kind of Sarasota construction removable support the most according to claim 1, it is characterised in that in the bottom of anchor ear along steel pipe
Wall welds 4 reinforcing bars and supports as insurance.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620186366.7U CN205501830U (en) | 2016-03-11 | 2016-03-11 | Cable support tower construction removable support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620186366.7U CN205501830U (en) | 2016-03-11 | 2016-03-11 | Cable support tower construction removable support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205501830U true CN205501830U (en) | 2016-08-24 |
Family
ID=56731404
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620186366.7U Active CN205501830U (en) | 2016-03-11 | 2016-03-11 | Cable support tower construction removable support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205501830U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105755959A (en) * | 2016-03-11 | 2016-07-13 | 广东省长大公路工程有限公司 | Auxiliary bracket system suitable for construction of cable towers with different sections and building method |
-
2016
- 2016-03-11 CN CN201620186366.7U patent/CN205501830U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105755959A (en) * | 2016-03-11 | 2016-07-13 | 广东省长大公路工程有限公司 | Auxiliary bracket system suitable for construction of cable towers with different sections and building method |
| CN105755959B (en) * | 2016-03-11 | 2017-07-28 | 广东省长大公路工程有限公司 | Suitable for the Sarasota construction auxiliary stand system and building method of different cross section |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103635643B (en) | The construction method of nigh-level synthesis steel bar concrete cylindrical shell | |
| CN102535845A (en) | Construction method of bearing frame of corridor structure | |
| CN106400951B (en) | A kind of level and vertical structure method for synchronously constructing of super high-rise building | |
| CN106437130A (en) | Inner roof external climbing type formwork construction platform for super high-rise building construction | |
| CN208380060U (en) | Exterior wall builder's jack | |
| CN104131703A (en) | Method for constructing core tube wall through self-climbing formwork and adopted self-climbing formwork | |
| CN103147582A (en) | Overhead cantilever formwork construction method | |
| CN103410101B (en) | Tower crane conversion method for construction of parabola-shaped ultrahigh pier | |
| CN206873307U (en) | Movable type bridge justifies pier stud work high above the ground operating platform | |
| CN108979131A (en) | A kind of high-building construction steel form and operation frame integral hoisting stage apparatus | |
| CN107100361B (en) | Inner support aluminum dipping form device and its installation method are climbed outside a kind of | |
| CN206233541U (en) | A kind of interior top external climbing mould bases operation platform for construction of super highrise building | |
| CN211472143U (en) | Pier steel form | |
| CN203834928U (en) | Automatic climbing formwork | |
| CN105755959B (en) | Suitable for the Sarasota construction auxiliary stand system and building method of different cross section | |
| CN104989092B (en) | A kind of construction method of high-altitude overhanging superposed type steel truss bearing platform | |
| CN203547125U (en) | Column type overall steel platform hydraulic creeping formwork | |
| CN205501830U (en) | Cable support tower construction removable support | |
| CN106930527A (en) | The compound formwork high-altitude long-span prestressed girder construction technology of encorbelmenting of three-dimensional artificial shaped steel | |
| CN206267031U (en) | A kind of solid pier climbing support of bridge construction | |
| CN201714056U (en) | Truss-type operating platform | |
| CN211313380U (en) | Ultrahigh independent frame beam template supporting system | |
| CN107130521A (en) | Method for constructing large-section beam bailey bracket hoisting mold of pit cliff wall section | |
| CN104831928B (en) | High-altitude long-span concrete conjoined structure shuttering supporting steel platform construction method | |
| CN110863641A (en) | Ultrahigh floor type boarding scaffold in hyperbolic cooling tower and erection method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |