CN106320323A - Detachable steel mold guide wall plate of occlusive piles - Google Patents
Detachable steel mold guide wall plate of occlusive piles Download PDFInfo
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- CN106320323A CN106320323A CN201510354180.8A CN201510354180A CN106320323A CN 106320323 A CN106320323 A CN 106320323A CN 201510354180 A CN201510354180 A CN 201510354180A CN 106320323 A CN106320323 A CN 106320323A
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- wallboard
- guide wall
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- steel reinforcement
- framework
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Abstract
The invention belongs to a construction accessory of occlusive piles and specifically relates to a detachable steel mold guide wall plate of the occlusive piles. The device is characterized in that a unit guide wall plate comprises two halves of hollow cavities which are split and matched corresponding; the inner surface is an arc plate corresponding to a pile hole; a steel reinforcement framework connected to each surface is disposed in each hollow cavity; anti-shifting steel bars extending downwards are disposed on the bottom face; and a fixation hole which penetrates the top face and the bottom face, and a fixation rod penetrating into the ground are configured. According to the invention, the structure is simple; installation and disassembly are convenient; rigidity and strength are high; deformation does not take place easily; waste of a conventional concrete guide wall can be avoided; energy saving and emission reduction can be achieved; and the construction cost can be reduced.
Description
Technical field
The invention belongs to interlocking pile construction accessory, be specifically related to a kind of dismountable punching block guide wall of occlusive pile plate.
Background technology
In interlocking pile in architectural engineering construction at present, will first ground grading, then steel form is installed, lead metope with what the many circular arcs of concreting one-tenth were consecutively arranged to form, then remove punching block and carry out the construction of interlocking pile, after having constructed, remove face again, the value that these concrete guide wall faces the most do not utilize, cause the destruction of environment and the huge waste of resource, too increase construction cost, reduce efficiency of construction (referring to Chinese patent literature 201120254076.9).
Summary of the invention
The various defects existed for existing above-mentioned concrete guide wall, it is contemplated that for providing a kind of dismountable punching block guide wall of occlusive pile plate, its simple in construction, installation and removal are convenient, rigidity and intensity are good, are unlikely to deform, and can stop conventional concrete and lead the waste of wall, realize energy-saving and emission-reduction, reduce construction cost.
Solve its technical problem and be the technical scheme is that originally leading wallboard uses hardware, it is hollow cavity that unit leads wallboard, two is semi-detached and correspondence matches, inner surface is the arc plate corresponding with stake holes, the framework of steel reinforcement being connected with each surface it is provided with in cavity, bottom surface is provided with the anti-displacement reinforcing bar downwardly extended, and be configured with run through the fixing hole of end face and bottom surface in depth under fixing bar.
Adjacent unit is led and is connected with between wallboard, it is 100～500mm that unit leads the height of wallboard, each unit is led wallboard and is arranged 3～10 arc plates, the anti-displacement reinforcing bar of bottom surface downwardly extends 30～100 mm, the sub-surface length of fixing bar is 500～1000mm, and fixing bar upper end is pressed on unit and leads the end face of wallboard.
It is 400～750mm that unit leads the arc plate radius on wallboard, thick 10～30 mm of each surface panel, and the muscle of framework of steel reinforcement is away from 50～300 mm, framework of steel reinforcement muscle diameter 10～30 mm, anti-displacement bar diameter 10～30 mm, a diameter of 30～100 mm of fixing bar.
The invention has the beneficial effects as follows: due to the concrete component using hardware to instead of in traditional construction, it is thus eliminated that the concrete guide wall being removed pollutes environment, the phenomenon of waste resource；Metal is led wall and is easily installed and remove, and with Reusability, can improve the efficiency of interlocking pile construction, and greatly reduce operating expenses；Metal is provided with framework of steel reinforcement in leading the cavity of wall, improves the strength and stiffness of integrated member, it is ensured that Reusability；Metal leads the anti-displacement reinforcing bar that wall bottom surface is arranged, it is ensured that the accuracy of construction station, and ensures will not offset in construction, and unit then can be led wallboard and is pressed on ground tightly by fixing bar, can bear external impacts bigger in construction.
Accompanying drawing explanation
Fig. 1 is the structural representation of the present invention.
Fig. 2 is that the linear type of the present invention leads wallboard top view.
Fig. 3 is that the circular arc type of the present invention leads wallboard top view.
In figure: lead wallboard 1, panel 2, arc plate 3, framework of steel reinforcement 4, anti-displacement reinforcing bar 5, fixing bar 6, fixing hole 7.
Detailed description of the invention
Below in conjunction with accompanying drawing embodiment, this structure is further described.
Originally lead wallboard 1 and use hardware, unit leads the welding cavity that wallboard 1 is hollow, unit leads before and after wallboard 1 that two is semi-detached and correspondence matches, its inner surface is the arc plate 3 corresponding with stake holes, being provided with in cavity and each surface soldered all-in-one-piece framework of steel reinforcement 4, the bottom surface leading wallboard 1 is provided with the anti-displacement reinforcing bar 5 downwardly extended.In order to according to building landform, to be assembled into difform wallboard of leading overall, such as rectangle, circle, trapezoidal triangle etc., adjacent unit is led and is connected with between wallboard 1 extending, it is 100～500mm that unit leads the height of wallboard 1, each unit is led wallboard and is arranged 3～10 arc plates 3, the anti-displacement reinforcing bar 5 of bottom surface downwardly extends 30～100 mm, embeds ground prevention unit and leads wallboard sliding；End face and the bottom surface of leading wallboard 1 are provided with fixing hole 7, and the Surface Machining of fixing bar 6 has anti-skidding rill, and its top dimension is more than fixing hole 7, is deep into underground 500～1000mm by end face and bottom surface, is tightly anchored at ground.It is 400～750mm that unit leads the radius of the arc plate 3 on wallboard 1, thick 10～30 mm of each surface panel 1, the muscle of framework of steel reinforcement 4 is away from 50～300 mm, muscle diameter 10～30 mm of framework of steel reinforcement 4, diameter 10～30 mm of anti-displacement reinforcing bar 5, a diameter of 30～100 mm of fixing bar 6.
Claims (3)
1. a dismountable punching block guide wall of occlusive pile plate, it is characterized in that: it is to separate the two halves cavity that correspondence matches that unit leads wallboard, inner surface is the arc plate corresponding with stake holes, the framework of steel reinforcement being connected with each surface it is provided with in cavity, bottom surface is provided with the anti-displacement reinforcing bar downwardly extended, and be configured with run through the fixing hole of end face and bottom surface in depth under fixing bar.
2. the dismountable punching block guide wall of occlusive pile plate as described in claim 1, it is characterized in that: adjacent unit is led and is connected with between wallboard, it is 100～500mm that unit leads the height of wallboard, each unit is led wallboard and is arranged 3～10 arc plates, the anti-displacement reinforcing bar of bottom surface downwardly extends 30～100 mm, the sub-surface length of fixing bar is 500～1000mm, and fixing bar upper end is pressed on unit and leads the end face of wallboard.
3. the dismountable punching block guide wall of occlusive pile plate as described in claim 2, it is characterized in that: the arc plate radius that unit is led on wallboard is 400～750mm, thick 10～30 mm of each surface panel, the muscle of framework of steel reinforcement is away from 50～300 mm, framework of steel reinforcement muscle diameter 10～30 mm, anti-displacement bar diameter 10～30 mm, a diameter of 30～100 mm of fixing bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510354180.8A CN106320323A (en) | 2015-06-25 | 2015-06-25 | Detachable steel mold guide wall plate of occlusive piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510354180.8A CN106320323A (en) | 2015-06-25 | 2015-06-25 | Detachable steel mold guide wall plate of occlusive piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106320323A true CN106320323A (en) | 2017-01-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510354180.8A Pending CN106320323A (en) | 2015-06-25 | 2015-06-25 | Detachable steel mold guide wall plate of occlusive piles |
Country Status (1)
| Country | Link |
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| CN (1) | CN106320323A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005146756A (en) * | 2003-11-19 | 2005-06-09 | Okumura Corp | Earth retaining impervious wall construction method and earth retaining impervious wall formed by it |
| CN201686994U (en) * | 2010-05-21 | 2010-12-29 | 广东省地质工程公司 | Secant pile guide wall |
| CN103266600A (en) * | 2013-05-17 | 2013-08-28 | 浙江省地质矿产工程公司 | Occlusion pile of full reinforcement pile and construction method thereof |
| CN103276723A (en) * | 2013-04-27 | 2013-09-04 | 瑞华建设集团有限公司 | Construction method of concrete bored secant pile |
| CN203808078U (en) * | 2014-04-17 | 2014-09-03 | 天津二十冶建设有限公司 | Locating structure for supporting drilled grouting pile |
| CN204738289U (en) * | 2015-06-25 | 2015-11-04 | 昆明捷程桩工有限责任公司 | Wallboard is led in dismountable steel mould interlock stake |
-
2015
- 2015-06-25 CN CN201510354180.8A patent/CN106320323A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005146756A (en) * | 2003-11-19 | 2005-06-09 | Okumura Corp | Earth retaining impervious wall construction method and earth retaining impervious wall formed by it |
| CN201686994U (en) * | 2010-05-21 | 2010-12-29 | 广东省地质工程公司 | Secant pile guide wall |
| CN103276723A (en) * | 2013-04-27 | 2013-09-04 | 瑞华建设集团有限公司 | Construction method of concrete bored secant pile |
| CN103266600A (en) * | 2013-05-17 | 2013-08-28 | 浙江省地质矿产工程公司 | Occlusion pile of full reinforcement pile and construction method thereof |
| CN203808078U (en) * | 2014-04-17 | 2014-09-03 | 天津二十冶建设有限公司 | Locating structure for supporting drilled grouting pile |
| CN204738289U (en) * | 2015-06-25 | 2015-11-04 | 昆明捷程桩工有限责任公司 | Wallboard is led in dismountable steel mould interlock stake |
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| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170111 |