CN205604547U - Anti GBF tubular construction that floats - Google Patents
Anti GBF tubular construction that floats Download PDFInfo
- Publication number
- CN205604547U CN205604547U CN201620316725.6U CN201620316725U CN205604547U CN 205604547 U CN205604547 U CN 205604547U CN 201620316725 U CN201620316725 U CN 201620316725U CN 205604547 U CN205604547 U CN 205604547U
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- drawknot
- iron wire
- gbf
- mesh sheet
- pipe
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Abstract
The utility model provides an anti GBF tubular construction that floats includes at least that drawknot, GBF pipe are screwed up to big iron wire, the drawknot is screwed up to anti net piece, board top reinforcing bar, plate bottom steel bar, template frame steel pipe and the little iron wire of floating in location, board top reinforcing bar parallel arrangement is at holistic upside, plate bottom steel bar sets up in holistic bottom, the anti net piece rule of floating in location has the spaced to install on plate bottom steel bar to pass through welded connection, big iron wire runs through per two anti the floating between the net piece end in location in proper order, the GBF pipe is installed and is screwed up between the drawknot at anti superficial net piece in location and big iron wire, the drawknot setting is screwed up at the anti right downside that floats the net piece in location to little iron wire to the anti net piece that floats in two 1 location of every is installed, the template frame steel pipe is installed inside the drawknot is screwed up to little iron wire to be located the plate bottom steel bar downside, this simple structure connects closely, has improved work efficiency widely, guarantees to have accelerated the job schedule under construction quality's the prerequisite, has guaranteed the job requirement, easily uses widely.
Description
Technical field
This utility model relates to GBF tubular construction applied technical field, especially a kind of anti-floating GBF
Tubular construction.
Background technology
The cement thin-walled hollow pipe of the many employings of core pipe, be called for short GBF pipe, use cement, flyash,
The material such as water, appropriate additive mixes mixing according to a certain percentage, and built-in fiberglass gridding becomes
Type, and the hollow cylinder multiple tube of the closed at both ends made through maintenance, have intensity height, wall
Thin, light weight, do not fire, pore-forming specification, installation are easy, to features such as reinforcing bar non-corrodings,
GBF pipe density fluid relative concrete is the least, and in casting process, as easy as rolling off a log floating, hollow without beam
Floor construction technique is new technology, can not meet the more difficult grasp of sex chromosome mosaicism, especially in work progress
It is GBF pipe reinforcement technique, therefore, for the problems referred to above it is proposed that a kind of anti-floating GBF pipe is tied
Structure.
Utility model content
Prior art can not meet the needs of people, not enough for making up prior art, and this practicality is new
Type aims to provide a kind of simple in construction, is completely embedded, greatly increases work efficiency, it is ensured that
Job schedule is accelerated, it is ensured that the anti-floating GBF pipe knot of job requirement on the premise of construction quality
Structure.
For achieving the above object, this utility model is by the following technical solutions: a kind of anti-floating GBF
Tubular construction, at least includes that big iron wire tightens drawknot, GBF pipe, positioning and resisting flotation mesh sheet, plate top steel
Drawknot tightened by muscle, reinforcement, template frame steel pipe and little iron wire；Described plate top parallel reinforced steel bar sets
Put in overall upside；Described reinforcement is arranged on the bottom of entirety；Described positioning and resisting flotation net
Sheet rule is spaced to be arranged on reinforcement, and by being welded to connect；Described big iron wire
Sequentially pass through between each two positioning and resisting flotation mesh sheet end；It is anti-that described GBF pipe is arranged on location
Floating mesh sheet and big iron wire are tightened between drawknot；Described little iron wire is tightened drawknot and is arranged on positioning and resisting flotation
The lower right side of mesh sheet, and install every two 1 positioning and resisting flotation mesh sheet；Described template frame steel pipe
It is arranged on little iron wire to tighten inside drawknot, and is positioned on the downside of reinforcement.
Further, described positioning and resisting flotation mesh sheet is U-shape structure, and handstand is welded on steel at the bottom of plate
On muscle.
Further, described big iron wire tightens drawknot two ends and positioning and resisting flotation mesh sheet compact siro spinning technology, and
And big iron wire to tighten drawknot be arc-shaped structure.
Compared with prior art, the beneficial effects of the utility model are: GBF pipe uses big iron wire
The way tightening drawknot fixing is fixed, it is ensured that the position of GBF pipe does not changes, no
Then influence whether the quality of concrete and the safety of structure, use fixing the doing of iron wire drawknot mesh sheet
Hollow pipe is fixed by method, the buoyancy being subject to by approximate calculation hollow pipe, determines required ferrum
The draw knot force of silk, substantially increases work by the construction method of drawknot mesh sheet fixation hollow pipe and imitates
Rate, the design of U-shaped card makes the installation of hollow pipe faster, on the premise of ensureing construction quality
Accelerate construction speed, it is ensured that construction period, make the advantage of this new technique be able to preferably
Embody, it is to avoid the concrete in pump line directly impacts GBF pipe, causes GBF pipe to shift, pours
Beam, then pour plate, plate surrounding progressively extending to plate span centre, in plate, pouring order of concrete should
Carry out along GBF pipe longitudinal axis is unidirectional, multiple spot enclosing type should not be made along the vertical GBF pipe longitudinal axis and pour,
Prevent concrete lateral pressure from being squeezed down by GBF pipe.
Accompanying drawing explanation
Fig. 1 is this utility model overall structure schematic diagram；
Fig. 2 is this utility model integral installation structural representation；
Wherein: 1, drawknot tightened by big iron wire, 2, GBF pipe, 3, positioning and resisting flotation mesh sheet, 4,
Plate top reinforcing bar, 5, reinforcement, 6, template frame steel pipe, 7, little iron wire tighten drawknot.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, in this utility model embodiment
Technical scheme be clearly and completely described, it is clear that described embodiment be only this
The a part of embodiment of utility model rather than whole embodiments.Based in this utility model
Embodiment, those of ordinary skill in the art are obtained under not making creative work premise
All other embodiments, broadly fall into the scope of this utility model protection.
Refer to Fig. 1～2, in this utility model embodiment, a kind of anti-floating GBF tubular construction, extremely
Include less big iron wire tighten drawknot 1, GBF pipe 2, positioning and resisting flotation mesh sheet 3, plate top reinforcing bar 4,
Drawknot 7 tightened by reinforcement 5, template frame steel pipe 6 and little iron wire；Described plate top reinforcing bar 4 is flat
Row is arranged on the upside of entirety；Described reinforcement 5 is arranged on the bottom of entirety；Described location
Anti-floating mesh sheet 3 rule is spaced to be arranged on reinforcement 5, and by being welded to connect；
Described big iron wire is tightened drawknot 1 and is sequentially passed through between each two positioning and resisting flotation mesh sheet 3 end；
Described GBF pipe 2 is arranged on positioning and resisting flotation mesh sheet 3 and big iron wire is tightened between drawknot 1；Described
Little iron wire is tightened drawknot 7 and is arranged on the lower right side of positioning and resisting flotation mesh sheet 3, and every two 1
Positioning and resisting flotation mesh sheet 3 is installed；Described template frame steel pipe 6 is arranged on little iron wire and tightens in drawknot 7
Portion, and be positioned on the downside of reinforcement 5.
As optimisation technique scheme of the present utility model: described positioning and resisting flotation mesh sheet 3 is U-shaped knot
Structure, and stand upside down be welded on reinforcement 5；Described big iron wire tightens drawknot 1 two ends with fixed
Position anti-floating mesh sheet 3 compact siro spinning technology, and iron wire tightens drawknot 1 for arc-shaped structure greatly.
As GBF pipe installation method of the present utility model: first install full hall scaffold at the bottom of plate and
Bed die, colligation reinforcement and the reinforcing bar of beam, the adapter ring that reinforcement connects as GBF pipe
Joint, has laid at the bottom of plate and after the reinforcing bar of beam, determines the position of GBF pipe according to unwrapping wire, every
GBF pipe is fixed by two networking sheets, and mesh sheet position is away from GBF pipe two ends 1/4th pipe range, at net
Punch on the bed die of row both sides at the bottom of sheet, pass with large size iron wire, by mesh sheet, reinforcement, mould
Supporting steel pipe drawknot under plate, template, for preventing mesh sheet bounce-back Hui Song, is tightening small size iron wire
While, first apply a stress, and tighten by dark strength, adjacent U-shaped card is placed GBF
Pipe, tightens fixing with large size iron wire through U-shaped card, colligation behind settled water & electric pipe road by hollow pipe
Plate top reinforcing bar, and by mesh sheet and plate top reinforcing bar with tying up a colligation.
It is obvious to a person skilled in the art that this utility model is not limited to above-mentioned exemplary reality
Execute the details of example, and in the case of without departing substantially from spirit or essential attributes of the present utility model,
This utility model can be realized in other specific forms.Therefore, no matter from the point of view of which point,
Embodiment all should be regarded as exemplary, and be nonrestrictive, model of the present utility model
Enclose and limited by claims rather than described above, it is intended that will fall in claim
All changes in the implication of equivalency and scope are included in this utility model.Should will not weigh
Any reference during profit requires is considered as limiting involved claim.
The above, preferred embodiment the most of the present utility model, not in order to limit this practicality
Novel, every according to technical spirit of the present utility model, above example is made any trickle
Amendment, equivalent and improvement, should be included in the protection domain of technical solutions of the utility model
Within.
Claims (3)
1. an anti-floating GBF tubular construction, at least includes that big iron wire tightens drawknot (1), GBF pipe
(2), positioning and resisting flotation mesh sheet (3), plate top reinforcing bar (4), reinforcement (5), template
Drawknot (7) tightened by frame steel pipe (6) and little iron wire；It is characterized in that: described plate top reinforcing bar (4)
It is set in parallel in the upside of entirety；Described reinforcement (5) is arranged on the bottom of entirety；Institute
State positioning and resisting flotation mesh sheet (3) rule spaced to be arranged on reinforcement (5), and lead to
Cross and be welded to connect；Described big iron wire is tightened drawknot (1) and is sequentially passed through at each two positioning and resisting flotation
Between mesh sheet (3) end；Described GBF pipe (2) be arranged on positioning and resisting flotation mesh sheet (3) with
Big iron wire is tightened between drawknot (1)；Drawknot (7) tightened by described little iron wire, and to be arranged on location anti-
The lower right side of floating mesh sheet (3), and install every two 1 positioning and resisting flotation mesh sheet (3)；Institute
State template frame steel pipe (6) to be arranged on little iron wire to tighten drawknot (7) internal, and be positioned at the bottom of plate
Reinforcing bar (5) downside.
A kind of anti-floating GBF tubular construction the most according to claim 1, it is characterised in that: institute
Stating positioning and resisting flotation mesh sheet (3) is U-shape structure, and handstand is welded on reinforcement (5).
A kind of anti-floating GBF tubular construction the most according to claim 1, it is characterised in that: institute
State big iron wire and tighten drawknot (1) two ends and positioning and resisting flotation mesh sheet (3) compact siro spinning technology, and greatly
Drawknot (1) tightened by iron wire is arc-shaped structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620316725.6U CN205604547U (en) | 2016-04-11 | 2016-04-11 | Anti GBF tubular construction that floats |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620316725.6U CN205604547U (en) | 2016-04-11 | 2016-04-11 | Anti GBF tubular construction that floats |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205604547U true CN205604547U (en) | 2016-09-28 |
Family
ID=56972346
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620316725.6U Active CN205604547U (en) | 2016-04-11 | 2016-04-11 | Anti GBF tubular construction that floats |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205604547U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106368362A (en) * | 2016-11-01 | 2017-02-01 | 中国冶集团有限公司 | Hollow floor for GBF high-infusion alloy thin-walled square boxes and manufacturing method |
| CN106836596A (en) * | 2017-01-26 | 2017-06-13 | 北京城建远东建设投资集团有限公司 | The construction method of pre-buried filling block in cast-in-place concrete hollow floor slab |
| CN108277927A (en) * | 2018-02-01 | 2018-07-13 | 华洲建设温州有限公司 | Cast-in-place concrete float Structure |
| CN108894206A (en) * | 2018-07-25 | 2018-11-27 | 中国冶集团有限公司 | Shoal sewage pipe, well anti-floating system and construction method |
-
2016
- 2016-04-11 CN CN201620316725.6U patent/CN205604547U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106368362A (en) * | 2016-11-01 | 2017-02-01 | 中国冶集团有限公司 | Hollow floor for GBF high-infusion alloy thin-walled square boxes and manufacturing method |
| CN106836596A (en) * | 2017-01-26 | 2017-06-13 | 北京城建远东建设投资集团有限公司 | The construction method of pre-buried filling block in cast-in-place concrete hollow floor slab |
| CN108277927A (en) * | 2018-02-01 | 2018-07-13 | 华洲建设温州有限公司 | Cast-in-place concrete float Structure |
| CN108894206A (en) * | 2018-07-25 | 2018-11-27 | 中国冶集团有限公司 | Shoal sewage pipe, well anti-floating system and construction method |
| CN108894206B (en) * | 2018-07-25 | 2020-10-23 | 中国一冶集团有限公司 | Sandbar sewage pipe and well anti-floating system and construction method |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |