KR20150107035A - Deck using plate file foundation and installing method thereof - Google Patents

Deck using plate file foundation and installing method thereof Download PDF

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Publication number
KR20150107035A
KR20150107035A KR1020140029335A KR20140029335A KR20150107035A KR 20150107035 A KR20150107035 A KR 20150107035A KR 1020140029335 A KR1020140029335 A KR 1020140029335A KR 20140029335 A KR20140029335 A KR 20140029335A KR 20150107035 A KR20150107035 A KR 20150107035A
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KR
South Korea
Prior art keywords
base plate
file
plate
ground
deck
Prior art date
Application number
KR1020140029335A
Other languages
Korean (ko)
Inventor
송의섭
Original Assignee
주식회사휴플러스
Priority date (The priority date 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 date listed.)
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Publication date
Application filed by 주식회사휴플러스 filed Critical 주식회사휴플러스
Priority to KR1020140029335A priority Critical patent/KR20150107035A/en
Publication of KR20150107035A publication Critical patent/KR20150107035A/en

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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/42—Foundations for poles, masts or chimneys
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22—Sockets or holders for poles or posts
    • E04H12/2207—Sockets or holders for poles or posts not used
    • E04H12/2215—Sockets or holders for poles or posts not used driven into the ground
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22—Sockets or holders for poles or posts
    • E04H12/2207—Sockets or holders for poles or posts not used
    • E04H12/2215—Sockets or holders for poles or posts not used driven into the ground
    • E04H12/2223—Sockets or holders for poles or posts not used driven into the ground by screwing
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22—Sockets or holders for poles or posts
    • E04H12/2253—Mounting poles or posts to the holder
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22—Sockets or holders for poles or posts
    • E04H12/2253—Mounting poles or posts to the holder
    • E04H12/2269—Mounting poles or posts to the holder in a socket
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00—Geometrical or physical properties
    • E02D2200/15—Geometrical or physical properties including at least a hinge

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

The present invention relates to a deck using a plate pile foundation and a method of constructing the deck and a method of constructing the deck using the plate pile foundation. The present invention relates to a deck having a lower end portion embedded in a ground surface and receiving a load of an upper structure, And a base plate for distributing the load of the pile in the horizontal direction. According to the present invention, it is possible to shorten the construction period by facilitating the construction of the base portion provided on the ground, even in a terrain where working conditions such as soft ground, water side, underwater, Further, the present invention can prevent the settlement of the upper structure in soft ground by dispersing the load of the upper structure.

Description

BACKGROUND OF THE INVENTION 1. Field of the Invention [0001] The present invention relates to a deck using a plate pile foundation,

The present invention relates to a deck using a plate pile foundation and a method of constructing the same, and more particularly, to a deck using a plate pile foundation, To a deck using a plate pile foundation capable of reducing the length of the upper structure and preventing the height of the upper structure from fluctuating in a soft ground by distributing the load of the upper structure and a method of construction thereof.

As the environment has become more common in recent years, deck roads using wood have been widely used for trails in trails and parks, sidewalks along the lake, and terraces for houses and pensions.

To install the deck, a concrete foundation must be installed to support the deck pillars. To do this, we first make terraces at the locations where the foundation is needed, and form molds to form the framework of the substructure. Next, the concrete is poured into the formwork and hardened, then the formwork is removed, and a member for supporting the upper structure is installed after filling the rest of the formwork. A cross section of a conventional concrete foundation is shown in Fig. As shown, the member 502 supporting the superstructure is joined with the bolts 704 to the concrete structure 702 formed by being buried in the ground.

Korean Patent No. 1135563 (hereinafter referred to as " Patent No. 563 ") discloses a deck road construction method. The construction method disclosed in Patent No. 536 requires complicated construction of the lower structure, and it takes a long time to complete the construction. Since it is necessary to reinforce the periphery with the filling material after penetrating the column by using the heavy equipment, It is difficult to install on adverse terrain. In the case of construction on soft ground such as waterside or underwater, there is a problem that very deep penetration of the column is necessary to secure the supporting force of the ground.

Korean Patent No. 10-1135563.

SUMMARY OF THE INVENTION It is an object of the present invention to provide a deck using a plate pile base and a method of construction thereof that can be easily constructed and shorten a construction period.

Another object of the present invention is to provide a deck using a plate pile base and a method of constructing the deck, which can prevent the height of the upper structure from fluctuating due to weight even in soft grounds where the vertical drag force is weak.

According to an aspect of the present invention, there is provided an apparatus for loading a file, the apparatus comprising: a file having a lower end embedded in a ground to receive a load of the upper structure; And a base plate for dispersing the base plate.

Preferably, the lower end has a tip or an edge. The lower end portion is formed of at least one of a circular steel pipe, a screw pile, a helix pile, a + type pile, a square pipe, and an H beam. The lower end may have a spiral protrusion.

The base plate may further include an extension plate disposed below the base plate and having a wider cross-sectional area than the base plate and distributing the load of the pile in a horizontal direction. The extension plate is threaded around the base plate. The extension plate has a hollow portion that can be opened and closed. The extension plate has an anchor portion fixed to the ground.

Preferably, the pile has a stepped portion which is caught on the upper surface of the base plate. The file includes an upper member supporting the upper structure and a lower member inserted into the base plate, the lower member having a support portion into which the upper member is inserted. The lower member has a horizontal through hole, and the base plate has a horizontal through hole corresponding to the through hole of the lower member.

The plate foundation according to the present invention having the above-described structure can be easily constructed in a foundation part that is buried in the ground even when the working conditions such as soft ground, water side, underwater, and mountain trail are unfavorable. Further, the plate foundation according to the present invention can form a safer base portion in which the upper structure is not settled by dispersing the load of the upper member on the ground.

1 is a plan view and a side view of a base plate according to an embodiment of the present invention.
2 is a plan view of an expandable plate according to an embodiment of the present invention.
3 is a longitudinal sectional view showing a coupling relationship of a plate pile base according to an embodiment of the present invention.
4 is a front view of a combined plate file base according to an embodiment of the present invention.
5 is a longitudinal sectional view of a plate pile base according to an embodiment of the present invention.
6 is a front view illustrating various embodiments of a file lower end according to an embodiment of the present invention.
7 is a longitudinal sectional view of a base portion of the related art.

Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings. In the following description of the exemplary embodiments of the present invention, descriptions of techniques which are well known in the art and are not directly related to the present invention will be omitted. This is to omit the unnecessary description so as to convey the key of the present invention more clearly without fading.

FIG. 1 is a plan view and a side view of a base plate 100 according to the present invention, FIG. 2 is a plan view of an expandable plate 200 coupled with a base plate 100, FIG. 3 is a plan view of a file 300 Is engaged with the base plate 100 and the central portion of the expandable plate 200 so as to be engaged with each other.

The base plate 100 is located above the ground on which the foundation is formed and has a pile groove 102 into which the pile 300 is inserted. The shape of the file groove 102 varies in shape and size according to the external shape of the inserted file 300 and the inner diameter of the file groove 102 is substantially equal to or similar to the outer diameter of the upper end of the file 300. The base plate 100 is most preferably disc-shaped overall, but may also be implemented in a rectangular or polygonal shape. A horizontal through hole 104 is provided at the upper end of the base plate 100.

And a male screw portion formed along the outer periphery for binding with the extension plate 200 at the lower end. At this time, although the screwing is preferred, various methods of joining can be suggested to those skilled in the art.

The file 300 has an edge portion having a sharp pointed end or a sharpened blade edge that tapers down to the lower end, as shown in FIG. 3 or FIG. The bottom end of the pile 300 can be tailored to the weight and size of the top structure to be supported.

The pile 300 is embedded in the pile groove 102 of the base plate 100 seated on the ground from above through rotation or press-fitting into the ground. Here, the file 300 is preferably a circular shaped cross section and a file 300 having a spiral protrusion 404 protruding from its lower end along the outer circumference, but the present invention is not limited thereto. As illustrated in FIG. 6, the file 300 may include (a) a round steel pipe, (b) a screw pile, (c) a helix pile, (d) And can be manufactured in a form having good excavability such as a + type.

When the lower end of the file 300 is completely embedded in the ground, the outer diameter of the upper end of the file 300 and the inner diameter of the file groove 102 are tightly coupled to each other to fix the embedded file 300 so as not to tilt right and left. A jaw 306 protruding outward from the upper end of the pile 300 is placed on the upper surface of the base plate 100 so that the load transmitted to the upper member 502 is tightly fixed to the ground while transmitting the load to the base plate 100 . Here, the cross-sectional area of the base plate 100 which is in close contact with the ground surface allows the vertical force transmitted from the upper end of the pile 300 to be widely dispersed in the horizontal direction so that the pile 300 is embedded at a predetermined depth in the soft ground give. Therefore, since the height of the upper member 502 is not changed, a secure base portion of the upper structure can be formed.

A through hole 302 formed in the horizontal direction is provided at the upper end of the file 300. The through hole 302 or jaw 306 is connected to an excavator (not shown), and the file 300 is excavated to the ground by the rotational force of the excavator. The through hole 302 may be connected to the through hole 104 of the upper end of the base plate 100 by a suitable fastening member so that the fastened state can be secured.

The present embodiment having the above-described construction than the conventional method of forming a base by pouring concrete using a form can be easily carried out, thereby shortening a construction period.

The expansion plate 200 shown in FIG. 2 can be selectively formed on the ground surface by being coupled with the base plate 100 according to the degree of softness of the ground such as soft ground, underwater, . The outer diameter of the base plate 100 is larger than the outer diameter of the base plate 100, so that the area of contact with the ground surface becomes wider. Therefore, the expansion plate 200 disperses the load in the vertical direction, which is transmitted from the upper member 502 to the base plate 100, to the ground in the horizontal direction, and further increases the vertical drag of the pile 300, 502 are prevented from varying in height.

The expansion plate 200 has an opening / closing device 204 that can be opened and closed and a hollow portion 304 inside. The weight of the expansion plate 200 can be adjusted to match the softness of the ground by injecting a heavy material (soil, water, flour) through the opening / closing device 204 into the hollow portion 304. Further, at the lower end, at least one anchor portion 308 may be provided and fixed to the ground with a fixing bolt (not shown) to improve the horizontal supporting force.

The base plate 100 and the extension plate 200 may be formed as tailored bases of a lightweight or heavy structure because the width and size of the base plate 100 and the extension plate 200 are adjusted according to the required load and the softness of the ground. Therefore, the present invention is highly applicable to the environment in the field, which facilitates the construction and shortens the construction period and drastically reduces the construction cost.

FIG. 4 is a front view showing a combined state of the plate foundation according to the present invention, and FIG. 5 is a longitudinal sectional view in which the plate foundation is installed on the ground. The base plate 100 and the extension plate 200 may be coupled to each other by the base plate 100 and the pile 300 according to the softness of the ground, And may be installed.

On the upper surface of the jaw portion 306, a support portion 402 for supporting the upper member 502 is provided. The supporting portion 402 has a cylindrical or polygonal tubular shape in which the upper surface into which the upper member 502 is inserted is open and the lower surface is closed. The inner diameter and the outer diameter of the support portion 402 are changed according to the diameter and the weight of the upper member 502 and are welded or joined in a similar manner to support the upper member 502.

While the present invention has been described with reference to exemplary embodiments, it is to be understood that the invention is not limited to the disclosed exemplary embodiments, but, on the contrary, is intended to cover various modifications and equivalent arrangements included within the spirit and scope of the appended claims. It can be understood that it is possible.

100: base plate 102: file groove
104: Through hole 200: Expansion plate
202: file groove 204: opening / closing device
300: file 302: through hole
304: hollow part 306: prong
308: anchor portion 402: support portion
404: Spiral protrusion 502: Upper member
702: Concrete structure 704: Bolt

Claims (11)

The lower part is embedded in the ground and the load is applied to the upper structure.
Wherein the file comprises a base plate extending through the center and having a wider cross sectional area than the file and distributing the load of the file horizontally.
The method according to claim 1,
Wherein the lower end comprises a pointed edge or an edge.
3. The method of claim 2,
Wherein the lower end portion comprises at least one of a circular steel pipe, a screw file, a HELIX file, a + type file, a tube, and an H beam.
The method according to claim 1,
Wherein the lower end portion comprises a spiral protrusion.
The method according to claim 1,
Further comprising an extension plate disposed below the base plate and having a wider cross-sectional area than the base plate, for distributing the load of the pile in a horizontal direction.
6. The method of claim 5,
Wherein the extension plate is screwed around the base plate.
6. The method of claim 5,
Wherein the extension plate has a hollow portion that can be opened and closed.
6. The method of claim 5,
Wherein the extension plate has an anchor portion fixed to the ground.
The method according to claim 1,
Wherein the pile has a tuck portion that is hooked on an upper surface of the base plate.
10. The method of claim 9,
The file
An upper member for supporting the upper structure,
And a lower member having a support portion into which the upper member is inserted and inserted into the base plate.
11. The method of claim 10,
The lower member has a horizontal through hole,
Wherein the base plate has a horizontal through hole corresponding to the through hole of the lower member.
KR1020140029335A 2014-03-13 2014-03-13 Deck using plate file foundation and installing method thereof KR20150107035A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020140029335A KR20150107035A (en) 2014-03-13 2014-03-13 Deck using plate file foundation and installing method thereof

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Application Number Priority Date Filing Date Title
KR1020140029335A KR20150107035A (en) 2014-03-13 2014-03-13 Deck using plate file foundation and installing method thereof

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KR20150107035A true KR20150107035A (en) 2015-09-23

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102016213490A1 (en) 2015-07-29 2017-02-02 Mando Corporation FAHRASSISTENZVORRICHTUNG AND FAHRASSISTENZ PROCESS
KR101715635B1 (en) 2016-06-24 2017-03-13 방순옥 Pillar reinforcement threaded neck basis for the design-type fence construction
KR102016995B1 (en) * 2019-03-11 2019-10-14 주식회사휴플러스 The structure of a wood strut and method for construction thereof
WO2024033024A1 (en) * 2022-08-08 2024-02-15 Paxos Consulting & Engineering GmbH & Co. KG Fastening element with insert element, in particular for solar panels

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102016213490A1 (en) 2015-07-29 2017-02-02 Mando Corporation FAHRASSISTENZVORRICHTUNG AND FAHRASSISTENZ PROCESS
KR101715635B1 (en) 2016-06-24 2017-03-13 방순옥 Pillar reinforcement threaded neck basis for the design-type fence construction
KR102016995B1 (en) * 2019-03-11 2019-10-14 주식회사휴플러스 The structure of a wood strut and method for construction thereof
WO2024033024A1 (en) * 2022-08-08 2024-02-15 Paxos Consulting & Engineering GmbH & Co. KG Fastening element with insert element, in particular for solar panels

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