CN208328900U - Operating platform suitable for the construction of deep hole large diameter hole pile cages - Google Patents
Operating platform suitable for the construction of deep hole large diameter hole pile cages Download PDFInfo
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- CN208328900U CN208328900U CN201820428040.XU CN201820428040U CN208328900U CN 208328900 U CN208328900 U CN 208328900U CN 201820428040 U CN201820428040 U CN 201820428040U CN 208328900 U CN208328900 U CN 208328900U
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- card slot
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Abstract
The utility model discloses a kind of operating platforms suitable for the construction of deep hole large diameter hole pile cages, the round card slot type operating platform that the fan-shaped platform of steel pile casting including fabrication hole and the piecemeal by steel pile casting surrounding is arranged in forms, the sector platform is that two blocks of angle steel weld the skeleton to be formed by junction steel plate, is completely spread between the skeleton with crude steel silk screen；Card slot is formed between two blocks of angle steel, the card slot is stuck on steel pile casting.Compared with prior art, the utility model has the advantages that: it is more that the utility model mainly solves steel reinforcement cage aperture jointing quantity, consuming time is long, the problems such as bottom hole sediment thickness is difficult to control, and the construction of steel reinforcement cage can be started while drilling, the time for shortening each circulation, construction speed is largely accelerated, is very suitable to duration tighter project.
Description
Technical field
The utility model relates generally to the construction of deep hole large diameter bored pile steel reinforcement cage, and especially geological condition is bad,
Easy collapse hole area.
Background technique
Existing borehole filling pile cage of reinforcement construction is usually section by section in aperture welding or sleeve connection, this construction method
Shorter cast-in-situ bored pile long for stake has very high practicability, because steel reinforcement cage is shorter, needs to weld in aperture
Connector is fewer, and time consumption is fewer, is easy to control the quality of stake；But works as and encounter the brill that stake is long, diameter is bigger
When hole pouring pile, just there is very big drawback in the construction technology of aperture connection section by section, because the length increase of steel reinforcement cage leads to steel
The piece-ups of muscle cage aperture connection increase, and the time required for aperture connects also is significantly increased, and the connection of Large-size rebar cage
Mode is sleeve connection, and the precision and difficulty of sleeve connection are higher than welding, time-consuming also relatively long, in both the above situation
Under, it may result in the soil being suspended in mud and sand sedimentation in bottom hole, bottom hole sediment thickness caused to severely exceed, it is secondary
Borehole cleaning can take a substantial amount of time and expense or even secondary pile hole cleaning are unable to satisfy the requirement of design sediment, need to propose steel reinforcement cage
Again borehole cleaning causes to do over again, and causes biggish duration loss and economic loss.
Area especially poor in geological conditions, if the overlong time of steel reinforcement cage decentralization, also likely causes collapse hole,
Bury the serious problems such as steel reinforcement cage.
Summary of the invention
The shortcomings that the utility model is overcome now in the art provides a kind of suitable for deep hole large diameter hole pile cages
The operating platform of construction, it is intended to improve original drilled pile reinforcing cage in aperture and connect the construction technology of decentralization section by section, make in advance
Steel reinforcement cage, steel reinforcement cage can splice in parallel in fabrication hole while drilling, may be implemented by the utility model: first is that steel
Muscle cage assembly no longer need to until drilling terminate borehole cleaning after could splice, can with drill parallel operations, accelerate construct into
Degree, ensure that the duration；Two are the reduction of the connector quantity of aperture connection after pore-forming, shorten the construction time, high degree subtracts
The small risk of collapse hole, overcomes the sediment thickness of the bottom hole problem too long and exceeded because of the steel reinforcement cage construction time, ensure that into
Quality of pile.
The technical solution of the utility model is: a kind of operating platform suitable for the construction of deep hole large diameter hole pile cages,
The round card slot type that the fan-shaped platform of steel pile casting including fabrication hole and the piecemeal by steel pile casting surrounding is arranged in forms operates flat
Platform, the sector platform are that two blocks of angle steel weld the skeleton to be formed by junction steel plate, are expired between the skeleton with crude steel silk screen
Paving；Card slot is formed between two blocks of angle steel, the card slot is stuck on steel pile casting.
Compared with prior art, the utility model has the advantages that: be greatly shortened steel reinforcement cage decentralization the time required to, and
Good condition is created for next step secondary pile hole cleaning, accelerates integrated engineering construction speed, saves labor for subsequent process
The investment of the costs such as power, machinery, material.
Traditional construction technology is to weld section by section in aperture, but the characteristics of deep hole large diameter drill hole pile is that steel reinforcement cage is long
Degree length, the quantity of merogenesis is more, and bar diameter is big to be needed using sleeve connection, and installation difficulty is big, cannot can be made as welding with multiplexing
Surface construction, sleeve connection must obtain incremental, each sleeve can only be bit by bit tight inward, time-consuming especially more, at this
Being suspended in the boring mud among mud in the process can slowly precipitate, and the time is longer, and the boring mud of precipitating is more, and the difficulty of secondary pile hole cleaning is just
It is bigger, and the risk that steel reinforcement cage is buried is higher.
The utility model mainly solves that steel reinforcement cage aperture jointing quantity is more, and consuming time is long, bottom hole sediment thickness
The problems such as being difficult to control, and the construction of steel reinforcement cage can be started while drilling, the time of each circulation is shortened, very greatly
Construction speed is accelerated in degree, is very suitable to duration tighter project.
Detailed description of the invention
The utility model will illustrate by example and with reference to the appended drawing, in which:
Fig. 1 is totally-enclosed fence operating platform plan view；
Fig. 2 is fan-shaped platform cross-sectional view.
Specific embodiment
A kind of card slot type operating platform suitable for the construction of deep hole large diameter hole pile cages, as depicted in figs. 1 and 2, packet
Include the steel pile casting 1 of fabrication hole, the fan-shaped platform 2 of piecemeal, bolt 3, card slot 4, fence installation reinforcing bar 5, card slot angle steel 6, card slot angle
Steel 7, junction steel plate 8 etc..
The closer position other than the region that drills, inserting piling steel pile casting 1, drilling form aperture and the design consistent technique of stake diameter
(depth can determines according to actual conditions, at least over the length of the quasi- steel reinforcement cage of two feast-brand marks in hole；Quantity can also be according to the number of drilling machine
Amount, duration progress requirement and determine).
Round card slot type operating platform is arranged in the fabrication hole surrounding, and card slot type operating platform is by several pieces of fan-shaped platforms
The main skeleton of 2 compositions, fan-shaped platform 2 is angle steel 6 and angle steel 7 (50 × 50 × 6mm of angle steel model), and top is welded with 230
× 40 × 5 junction steel plate 8 makes angle steel 6 and angle steel 7 be connected, and forming card slot 4, (width of card slot protects when can be according to construction
The wall thickness of cylinder determines that slightly wider than casing wall thickness 1~2 millimeter is best), aperture on angle steel 6, size and the bolt 3 in hole matches, just
In 3 fixed card slot of bolt, the fence installation main purpose of reinforcing bar 5 is easy for the protective fence installed the operating platform below.It is round
The main operational principle of card slot type operating platform be angle steel 6, angle steel 7, junction steel plate 8 form card slot 4 be stuck on steel pile casting 1,
Bolt 3 reinforces the stability of card slot, and multiple card slot skeletons form round operating platform, installs steel pipe on fence installation reinforcing bar 5
Protective fence forms " locked in " operation platform.
Piecemeal makes fan-shaped platform 2 in advance, and after fabrication hole is formed, the card slot 4 of the fan-shaped platform 2 of piecemeal is stuck in steel shield
It on cylinder 1, tightens bolt 3 and fixes, guarantee the stability of totally enclosed type operating platform, completely spread between main skeleton with crude steel silk screen,
The steel pipe fence of 120cm is inserted on the fence installation reinforcing bar 5 reserved, and hangs up properly nameplate, convenient for construction personnel in technique
Splice bar cage in hole also ensures the safety of construction personnel.Fence installation reinforcing bar 5 uses diameter for 25 millimeters of reinforcing bar
It is welded on operating platform 2；The operating platform 2 with a thickness of 50 millimeters, the height of fence installation reinforcing bar 5 is 80 millis
Rice, the leg pillar height degree of the operating platform 2 are 250 millimeters, are welded using 50 × 50 × 6 angle steel.
The poor area of geology is contemplated that the steel pile casting of fabrication hole all with proceeding to bottom hole, avoid fabrication hole exposure for a long time and
Collapse hole, casing can be extracted after the completion of construction, recycling.It can prevent collapse hole from influencing the use of fabrication hole in this way, it can also be with
The multiple borehole cleaning in work progress is avoided, construction efficiency is influenced.
The fabrication hole is also required to mud off, periodically uses rotary drilling rig cleaning technology hole, guarantee fabrication hole has
Imitate depth.
Claims (7)
1. a kind of operating platform suitable for the construction of deep hole large diameter hole pile cages, it is characterised in that: the steel including fabrication hole
The round card slot type operating platform that the fan-shaped platform of casing and the piecemeal by steel pile casting surrounding is arranged in forms, the sector platform
The skeleton to be formed is welded by junction steel plate for two blocks of angle steel, is completely spread between the skeleton with crude steel silk screen；Between two blocks of angle steel
Card slot is formed, the card slot is stuck on steel pile casting.
2. the operating platform according to claim 1 suitable for the construction of deep hole large diameter hole pile cages, it is characterised in that:
It is provided with bolt hole on angle steel, cooperates with bolt, card slot is reinforced.
3. the operating platform according to claim 1 suitable for the construction of deep hole large diameter hole pile cages, it is characterised in that:
The width of the card slot is 1~2 millimeter wider than the wall thickness of steel pile casting.
4. the operating platform according to claim 1 suitable for the construction of deep hole large diameter hole pile cages, it is characterised in that:
Fence installation reinforcing bar is provided on the outside of fan-shaped platform, installation steel pipe protective fence forms " locked in " operation on fence installation reinforcing bar
Platform.
5. the operating platform according to claim 4 suitable for the construction of deep hole large diameter hole pile cages, it is characterised in that:
The steel pipe protective fence height is 120cm.
6. the operating platform according to claim 1 suitable for the construction of deep hole large diameter hole pile cages, it is characterised in that:
The specification of the junction steel plate is 230 × 40 × 5mm.
7. the operating platform according to claim 1 suitable for the construction of deep hole large diameter hole pile cages, it is characterised in that:
50 × 50 × 6mm of the angle steel model.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820428040.XU CN208328900U (en) | 2018-03-28 | 2018-03-28 | Operating platform suitable for the construction of deep hole large diameter hole pile cages |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820428040.XU CN208328900U (en) | 2018-03-28 | 2018-03-28 | Operating platform suitable for the construction of deep hole large diameter hole pile cages |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208328900U true CN208328900U (en) | 2019-01-04 |
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ID=64783667
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820428040.XU Active CN208328900U (en) | 2018-03-28 | 2018-03-28 | Operating platform suitable for the construction of deep hole large diameter hole pile cages |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208328900U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108316285A (en) * | 2018-03-28 | 2018-07-24 | 中铁八局集团第三工程有限公司 | Operating platform and construction method suitable for the construction of deep hole large diameter hole pile cages |
-
2018
- 2018-03-28 CN CN201820428040.XU patent/CN208328900U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108316285A (en) * | 2018-03-28 | 2018-07-24 | 中铁八局集团第三工程有限公司 | Operating platform and construction method suitable for the construction of deep hole large diameter hole pile cages |
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