AU2019101301A4 - Flanged plate type of base structure - Google Patents
Flanged plate type of base structure Download PDFInfo
- Publication number
- AU2019101301A4 AU2019101301A4 AU2019101301A AU2019101301A AU2019101301A4 AU 2019101301 A4 AU2019101301 A4 AU 2019101301A4 AU 2019101301 A AU2019101301 A AU 2019101301A AU 2019101301 A AU2019101301 A AU 2019101301A AU 2019101301 A4 AU2019101301 A4 AU 2019101301A4
- Authority
- AU
- Australia
- Prior art keywords
- holding member
- flanged plate
- combination
- held
- predetermined height
- 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.)
- Ceased
Links
- 238000011068 loading method Methods 0.000 claims abstract description 4
- 238000003780 insertion Methods 0.000 claims description 15
- 230000037431 insertion Effects 0.000 claims description 15
- 238000000034 method Methods 0.000 claims description 4
- 238000000465 moulding Methods 0.000 claims description 3
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 3
- 230000000694 effects Effects 0.000 description 3
- 230000008093 supporting effect Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000010248 power generation Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000001939 inductive effect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/54—Piles with prefabricated supports or anchoring parts; Anchoring piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/50—Piles comprising both precast concrete portions and concrete portions cast in situ
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
- E02D5/523—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments
- E02D5/526—Connection means between pile segments
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/40—Miscellaneous comprising stabilising elements
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
Abstract
A flanged plate type of base structure includes a holding member, a combination member, and a flanged plate. The combination member is disposed on the holding member at a predetermined height and peripherally protrudes along a 5 horizontal direction of the holding member. The flanged plate is horizontally disposed on the ground. The holding member passes through the flanged plate and is held on the flanged plate through the combination member, such that the flanged plate provides a stability for the holding member to hold 10 weights and loadings. - 15-
Description
FLANGED PLATE TYPE OF BASE STRUCTURE
BACKGROUND OF THE INVENTION
1. Field of the Invention:
The present invention relates to base structures, and more particularly, to a base structure providing stable support through a flanged plate.
2. Description of the Related Art:
When building a superstructure, such as the support structure for supporting a solar power generation system, if the ground soil is weak (such as a loose ground easily collapsing), a base structure is usually needed for improving the stability of the foundation of the superstructure. A general base structure is formed of a group of piles or pedestals embedded into a certain depth of the ground, so as to hold the overall weight and loading of the aforementioned superstructure. Also, the piles are usually formed in a long column shape, so as to form a sufficient surface inducing sufficient cohesion by the surrounding soil for achieving a stable holding effect on the
-1 2019101301 26 Oct 2019 ground when being piled thereinto. However, for offering enough stability, the conventional piles need to be big or long or both, which makes the structures thereby formed costly to produce and difficult to deliver, for example, causing the difficulty for delivering a group of 12-meter piles to the construction site. The same issue occurs upon conventional pedestals. An improvement of such issue is desirable in the industry.
SUMMARY OF THE INVENTION
For improving the issues above, a flanged plate type of base structure is disclosed. When a holding member of the present invention is embedded to a predetermined depth underground, a flanged plate is held on the ground for providing a stable supporting effect.
A flanged plate type of base structure in accordance with an embodiment of the present invention comprises a holding member, a combination member, and a flanged plate. The combination member is disposed at a predetermined height of the holding member and peripherally protrudes along a
-2 2019101301 26 Oct 2019 horizontal direction. The flanged plate is horizontally disposed on the ground, with the holding member vertically passing through the flanged plate, and the holding member fixed to the flanged plate with the combination member on at least two opposite sides of the holding member. Therefore, the flanged plate provides the stability needed for the holding member to hold weights and loadings.
Preferably, the flanged plate includes an insertion bore. The profile of a sectional face of the holding member is formed in a shape identical to the shape of the inner profile of the insertion bore. The width of the sectional face of the holding member is identical to the width of the insertion bore. The holding member passes through the insertion bore to be embedded into the ground.
Preferably, the combination member is a tenon member, and the holding member includes a mortise at the predetermined height corresponding to the tenon member. The tenon member is disposed in the mortise for being held on the flanged plate.
Preferably, the tenon member is formed in a circular
-3 2019101301 26 Oct 2019 column shape, and the mortise is formed in a circular shape.
Preferably, a plurality of tenon members are provided.
Preferably, the combination member is a rebar, which is implanted the holding member at the predetermined height, and the flanged plate is formed at the predetermined height through bar planting, bar arrangement, molding, and grouting processes. Meanwhile, the rebar is combined in the flanged plate along with the formation of the flanged plate. Therefore, the holding member is held on the flanged plate through the rebar.
Preferably, the holding member is a pile formed of ferroconcrete.
Preferably, the holding member is a pedestal formed of ferroconcrete.
With the flanged plate disposed on the ground where the holding member is to be positioned, the holding member is then embedded underground. When the holding member is embedded to the predetermined depth, the holding member is held on the flanged plate through the combination member. Therefore, the holding member is able to be stably positioned on the ground without the need to be embedded to reach hard layers
-4 2019101301 26 Oct 2019 underground, so that the base structure provides the stable support needed for the superstructure.
BRIEF DESCRIPTION OF THE DRAWINGS
Fig. 1 is a perspective structural view in accordance with the first embodiment of the present invention, illustrating the holding member being held on the flanged plate.
Fig. 2 is a top view in accordance with the first embodiment of the present invention, illustrating the holding member being held on the flanged plate through the tenon member.
Fig. 3 is a schematic view in accordance with the first embodiment of the present invention, illustrating the flanged plate disposed on the ground with the holding member passing therethrough to be piled into the ground.
Fig. 4 is a perspective structural view in accordance with the second embodiment of the present invention, illustrating the holding member being held on the flanged plate.
Fig. 5 is a sectional view in accordance with the second embodiment of the present invention, illustrating the holding
-5 2019101301 26 Oct 2019 member being held on the flanged plate.
Fig. 6 is a perspective structural view in accordance with the third embodiment of the present invention, illustrating the holding member being held on the flanged plate.
Fig. 7 is a sectional view in accordance with the third embodiment of the present invention, illustrating the holding member being held on the flanged plate.
DETAILED DESCRIPTION OF THE INVENTION
The aforementioned and further advantages and features of the present invention will be understood by reference to the description of the preferred embodiment in conjunction with the accompanying drawings where the components are illustrated based on a proportion for explanation but not subject to the actual component proportion.
Referring to Fig. 1 to Fig. 3, a flanged plate type of base structure 100 in accordance with the first embodiment of the present invention comprises a flanged plate 10, a holding member 20, and a plurality of combination members, wherein the combination members in the embodiment are tenon
-6 members 30.
The flanged plate 10 is formed in a flat plate shape and disposed on the ground where the holding member 20 is to be installed. In the embodiment, the flanged plate 10 comprises an insertion bore 11. In the embodiment, the flanged plate 10 is a, for example but not limited to, square shaped plate; however, the flanged plate 10 is allowed to be a plate formed in circular or other shapes.
The holding member 20, in the embodiment, is a pile, whose sectional profile is identical to the profile of the inner profile of the insertion bore 11, with the sectional width of the pile being identical to the width of the insertion bore 11 (for example, the diameter for a circular shaped bore) as well. The holding member 20 passes through the insertion bore 11 and is piled into the ground. Further, the sectional profile of holding member 20 which is a pile in the embodiment is formed in a circular shape, and the inner profile of the insertion bore 11 is a corresponding circular bore; however, the shapes of the sectional profile of the holding member 20 and the inner profile of the insertion bore 11 are not limited
-7 2019101301 26 Oct 2019 to the examples herein provided.
The plurality of tenon members 30 are disposed at a predetermined height of the holding member 20 and radially protrude on the flanged plate 10, such that the tenon members 30 are held on the flanged plate 10 for not being embedded into the ground. In the embodiment, three tenon members 30 are provided, wherein each two neighboring tenon members 30 are disposed with a 120-degree angle included therebetween. However, the amount and the spacing angle of the tenon members 30 are not limited to the example herein provided. Further, each tenon member 30 in the embodiment is formed in a circular column shape, and each mortise 21 corresponding to the tenon member 30 is formed in a corresponding circular bore. Also, the predetermined height is not fixed and allowed to vary according to the geology and the target depth of ground where the holding member 20 is disposed.
Therefore, when a support structure is needed for a superstructure (such as the support structure for supporting a solar power generation system), the holding member 20 of
-8 2019101301 26 Oct 2019 the present invention is able to be piled into the ground as a base structure. Accordingly, the construction staff first form the flanged plate 10 which is placed on the ground at the position where the holding member 20 is to be disposed, and pass the holding member 20 through the flanged plate 10, and then impose an external force for piling the holding member 20 into the ground. When the holding member 20 is piled into the ground to reach the predetermined depth, the holding member 20 is then held on the flanged plate 10 by use of the tenon members 30. The area of the flanged plate 10 is greater than the sectional area of the holding member 20, and the holding member 20 is supported by the flanged plate 10 on the ground, such that the holding member 20 is stably supported by the flanged plate 10 without the need to be embedded to reach deeper hard layers underground. Therefore, the base structure is formed for providing a stable support for the superstructure.
Referring to Fig. 4 and Fig. 5, a flanged plate type of base structure 200 in accordance with the second embodiment is illustrated, comprising the flanged plate 10,
-9 the holding member 20, and a plurality of combination members. The difference between the second embodiment and the first embodiment is that the flanged plate 10 of the first embodiment is previously formed, which is defined as a pre-formed status, while the flanged plate 10 of the second embodiment is in a later-formed status. In the second embodiment, the combination member is a rebar 30A. In the later-formed status, the rebars 30A are first implanted into the holding member 20 at the predetermined height, with the flanged plate 10 formed through bar planting, bar arrangement, molding, and grouting processes afterward, such that flanged plate 10 is formed at the predetermined height. When the flanged plate 10 is formed, the rebars 30A are combined in the flanged plate 10 along with the solidification of the flanged plate 10 (the rebars 30A are in a slightly lower portion of the flanged plate 10 in the second embodiment), so that the holding member 20 is held on the flanged plate 10 through the rebars 30A. Therefore, the base structure is formed for providing the stable support for the superstructure, achieving an identical effect with the first
-10embodiment.
Referring to Fig. 6 and Fig. 7, a flanged plate type of base structure 300 in accordance with the third embodiment is provided, comprising the flanged plate 10, the holding member 20A, and a plurality of combination members. The combination members in the third embodiment are tenon members 30 identical to the combination members in the first embodiment. The difference compared with the first embodiment lies in that the holding member 20A is a pedestal, whose sectional profile is formed in a square shape, and the inner profile of the insertion bore 11 is formed in a corresponding square shape. In the third embodiment, the holding member 20A is provided with a mortise 21A for receiving the tenon member 30 as well. Therefore, another kind of flanged plate type of base structure 300 is provided, which achieves an identical effect with the first embodiment. Further, the tenon members 30 of the third embodiment are able to be changed to the combination members in the later-formed status from the second embodiment, which are also held by the flanged plate 10.
-11 2019101301 26 Oct 2019
Although particular embodiments of the invention have been described in detail for purposes of illustration, various modifications and enhancements may be made without departing from the spirit and scope of the invention. 5 Accordingly, the invention is not to be limited except as by the appended claims.
Claims (5)
1. A flanged plate type basic structure, comprising:
a holding member;
a combination member disposed at a predetermined height of the holding member and peripherally protruding along a horizontal direction; and a flanged plate horizontally disposed on a level of a ground, with the holding member vertically passing through the flanged plate, the holding member being held on the flanged plate through the combination member, such that the flanged plate provides a stability for the holding member to hold weights and loadings.
2. The basic structure of claim 1, wherein the flanged plate comprises an insertion bore; a sectional profile of the holding member is formed in a shape identical to a shape of an inner profile of the insertion bore, and a width of the sectional profile of the holding member is identical to a width of the insertion bore; the holding member passes through the insertion bore and is embedded into the ground.
3. The basic structure of claim 2, wherein the combination
-13 2019101301 26 Oct 2019 member includes a plurality of tenon members, the tenon members are formed in a circular column shape, and the holding member has a plurality of mortises in an amount corresponding to an amount of the tenon members formed at the predetermined height; the mortises are formed in a circular bore shape, so that the tenon members are received in the corresponding mortises to be held on the flanged plate.
4. The basic structure of claim 1, wherein the combination member is a rebar; the rebar is implanted into the holding member at the predetermined height, and the flanged plate is formed at the predetermined height through bar planting, bar arrangement, molding, and grouting processes; the rebar is combined in the flanged plate during a forming process of the flanged plate, such that the holding member is held on the flanged plate through the rebar.
5. The basic structure of claim 1, wherein the holding member is selected from a group consisting of a pile and a pedestal, and the holding member is formed of ferroconcrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AU2019101301A AU2019101301A4 (en) | 2019-10-26 | 2019-10-26 | Flanged plate type of base structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AU2019101301A AU2019101301A4 (en) | 2019-10-26 | 2019-10-26 | Flanged plate type of base structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| AU2019101301A4 true AU2019101301A4 (en) | 2019-12-05 |
Family
ID=68727592
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| AU2019101301A Ceased AU2019101301A4 (en) | 2019-10-26 | 2019-10-26 | Flanged plate type of base structure |
Country Status (1)
| Country | Link |
|---|---|
| AU (1) | AU2019101301A4 (en) |
-
2019
- 2019-10-26 AU AU2019101301A patent/AU2019101301A4/en not_active Ceased
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| FGI | Letters patent sealed or granted (innovation patent) | ||
| MK22 | Patent ceased section 143a(d), or expired - non payment of renewal fee or expiry |