KR20170044221A - Soil retaining plate construction method by using H-pile for sheathing at building inside - Google Patents
Soil retaining plate construction method by using H-pile for sheathing at building inside Download PDFInfo
- Publication number
- KR20170044221A KR20170044221A KR1020150143190A KR20150143190A KR20170044221A KR 20170044221 A KR20170044221 A KR 20170044221A KR 1020150143190 A KR1020150143190 A KR 1020150143190A KR 20150143190 A KR20150143190 A KR 20150143190A KR 20170044221 A KR20170044221 A KR 20170044221A
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- South Korea
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- file
- plate
- pile
- soil
- space
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/02—Foundation pits
- E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/06—Foundation trenches ditches or narrow shafts
- E02D17/08—Bordering or stiffening the sides of ditches trenches or narrow shafts for foundations
-
- 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
- E02D5/24—Prefabricated piles
- E02D5/28—Prefabricated piles made of steel or other metals
-
- 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
- E02D5/56—Screw piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/22—Placing by screwing down
Abstract
Description
The present invention relates to a soil plate method using a foundation H file for building internal soil that can easily perform the basic enlargement construction of a building even in a narrow space.
The retention method corresponds to the pressure of soil on the back of the retaining wall. It is a method to support earth pressure and water pressure for the purpose of preventing ground collapse and water penetration due to foundation excavation.
In order to insert an H file (thumb pile) in such a retention method, the position where the H file is inserted is punctured by using an auger or a corresponding device, and a soil plate, a welt, and a strut are installed with the H file inserted This is the method that is preceded by the clogging of the soil and water pressure and the earthquake.
Examples of the earth retaining method using the earth plate include the CIP method, the MIP method, the PIP method, and the SCW method.
On the other hand, there are related arts such as Korean Registered Patent No. 10-1179770 and Korean Patent Laid-Open No. 10-2008-0085260, and these prior arts are mostly related to large-scale retention methods.
(Patent Document 1) KR10-1179770 B1 Retaining Wall Construction and Retaining Wall Construction Method
(Patent Document 2) KR10-2008-0085260 A Support file for installation of earth retaining structure and construction method of retaining structure using the same
On the other hand, it is often necessary to expand or remodel the building in order to shorten the cost and the working time, rather than building the building after demolishing the building within the limited space.
However, since buildings constructed with old low-rise buildings often fail to form buildings high due to weakening of the ground, rather than building high height due to the view due to problems in the building law, Foundation work is essential.
However, most of the retention methods are not suitable for the retention method for foundation work in a building with a small floor area and a small area because the work is performed using large equipment.
Especially, this phenomenon appears especially in the old buildings where the sea was buried in the land where the building was built, and it is necessary to take measures against it.
In order to solve the above-mentioned problems, the present invention provides a soil plate method using a foundation H file for building residues, which can easily carry out earth retaining work even in a narrow space, There is a purpose.
In the present invention, since a short length H file for an earth retaining pile is rotated without piercing the ground, the file is inserted using a small rotating means that operates even in a narrow space for drawing the H file, The construction for earthquake can be easily carried out.
In addition, when the penetration length is long, it is possible to construct the damper by connecting it after extending the length, and it is a useful invention in which the abrasive bit is formed in the concave portion formed in the perforation of the H file for the earth retaining, .
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view showing an H file for earth retaining in the present invention. FIG.
Fig. 2 is an exploded perspective view of Fig. 1; Fig.
3 is a state diagram showing a state before the soil file for H file is inserted in the present invention.
4 is a state view showing a state in which the length of the H file for earth retaining is extended in the present invention.
FIG. 5 is a state diagram showing a partial turfing step and a partial turntable mounting step in the present invention. FIG.
6 is a cross-sectional view taken along line AA of Fig.
FIG. 7 is a block diagram showing a soil plate method using a foundation H file for a building interior retaining structure according to the present invention. FIG.
Hereinafter, the present invention will be described in more detail with reference to the accompanying drawings.
The present invention relates to a method and a system for separating a terra cotta H file, a partial terra cotta stage, a partial terra cotta stage, a partial terra cotta stage and a partial turntable stage repeatedly at least once, Lt; / RTI >
First, prior to describing the method of the present invention, the structure of the
1. H file for earthwork
The
The
The first upper and
The first left and
At least one first vertical coupling hole V1 is formed at the upper ends of the first left and
Next, the
That is, in the above-described
A
The diameter of the
In addition, a cone-
Here, stones of various sizes in addition to soil can be formed on an ordinary ground.
Accordingly, a plurality of
Although the
In the meantime, the
Therefore, the length of the above-described
Accordingly, the present invention may further include means for extending the H-
That is, the H-
The length-extending H-
The second upper and
At least one second vertical coupling hole V2 is formed on the upper and lower ends of the second left and
Meanwhile, the
The
Particularly, in the extension member
Here, the above-described
In order to insert the H-
2. Retaining method
end. Step for inserting H file for earthwork
This step is a step for forming the foundation for installing the
Therefore, after the
The
The first and
Meanwhile, the
In this process, the
On the other hand, solid soil obstacles such as stones may exist in the soil below the ground.
In the present invention, since a plurality of polishing
Particularly, in the present invention, the first and the
In addition, since the earth retaining method of the present invention can be used in a building with low height, etc., the length of the H-
Therefore, when the terra cotta is performed to a deeper position, the H file 100 for soil retention must be formed to a deeper position.
In the present invention, this problem can be solved through the H-
4, the rotary
Particularly, in the present invention, it is possible to finish by repeatedly carrying out the work of inserting the above-mentioned
I. Partial turndown step
This step is a step of partially delimiting the periphery of the H-
Therefore, in this step, the tearing operation must be performed in consideration of the depth and area enough to insert the soil plate (1).
Particularly, the
Therefore, the depth of the partial tearing may be performed in consideration of the vertical distance between the
Such partial trimming operation must be performed at a neighboring location where the H-
All. Partial soil board installation step
This step is a step of inserting the
In carrying out this step, the thickness of the
This partial soil layer installation step is intended to prevent the soil from collapsing on the side of the space where the tuff is made before the tuff is completely carried out.
Therefore, in the present invention, the above-described partial clumping step and partial clay sheet mounting step are repeatedly performed to form the
Since the
Therefore, in the present invention, it is possible to prevent the soil
la. The entire erase step
In this step, all the
On the other hand, in the present invention, after the above-described partial dismantling step is carried out for the first time, a wristband mounting step in which a wrist band (not shown in the drawing) is provided and a strut braid mounting step in which a wristband (not shown in the drawing) is provided can be performed.
In addition, the length H of the ter-
As described above, according to the present invention, it is possible to directly penetrate the H file 100 for the earth retaining structure, but to extend the length of the
While the present invention has been described in connection with certain exemplary embodiments, it is to be understood that the invention is not limited to the disclosed embodiments, but, on the contrary, is intended to cover various modifications and equivalent arrangements included within the spirit and scope of the appended claims.
1:
100: H file for building interior
R: rotating means
30: H file for Turntable
10: 1st H beam
11: first left side plate 12: first right side plate 13: first horizontal plate
14: first upper space part 15: first lower space part 16: first support plate
17: first upper supporting plate 18: first lower supporting plate
V1: first vertical coupling hole H1: first horizontal coupling hole
20: Thorough study
21:
24: Second screw
25: concave 25a: abrasive bit
40: H file for extension of length
41: second left side plate 42: second right side plate 43: second horizontal plate
44: second upper space part 45: second lower space part 46: second support plate
47: second upper support plate 48: second lower support plate
V2: second vertical coupling hole H2: second horizontal coupling hole
50: extension member
51: extension member left side plate 52: extension member right side plate
53: extension member horizontal plate V3: third vertical coupling hole V4: fourth vertical coupling hole
H3: Third horizontal coupling hole
60:
Claims (7)
A part of the ter- minator space is torn between the soil file H and the soil file between the soil files for the earth retaining H file, A trench-trenching step of trenching a part of the ground with a depth at which the first and second spaces are exposed;
Wherein the first and the second space portions are disposed in a partially torned space in the partial tearing step so as to couple one side of the soil plate to any one of the first and the lower space portions formed in the H file for any one of the tearing H files, The other side of the dust collecting plate is connected to any one of the first and the lower space portions formed in the H file for the neighboring ter- minal waveguide to form a dust collecting plate; And
And an entire turfing step of repeating the above-mentioned partial turfing step and turbulating plate installation step one or more times to complete the space to be used for the terahertz, .
And a second horizontal plate disposed between the second left and right side plates to form a second upper and lower space, the second horizontal plate extending in a vertical direction, the second horizontal plate being formed in the second upper and lower spaces, A second support plate for supporting the right side plate, a second upper and lower support plates coupled to the upper and lower side surfaces of the second left and right side plates and the second horizontal plate, And a second vertical coupling hole formed in the lower end of the side plate or the upper and lower ends of the side plate,
In order to combine the H file for the ter- minerator and the H file for extending the length, the first vertical coupling hole formed in the first left and right side plates of the H file for the ter- merator and the second left and right side plates And a third and fourth vertical coupling holes that can be engaged by bolts and nuts, and a second vertical coupling hole that is disposed between the left and right side plates of the extension member, Further comprising an extension member composed of a first upper side support plate of the H file and a second lower side support plate of the extension H file for extending the length of the H file for penetration into the ground It is characterized by the fact that it can be extended.
Priority Applications (1)
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KR1020150143190A KR101782091B1 (en) | 2015-10-14 | 2015-10-14 | Soil retaining plate construction method by using H-pile for sheathing at building inside |
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KR1020150143190A KR101782091B1 (en) | 2015-10-14 | 2015-10-14 | Soil retaining plate construction method by using H-pile for sheathing at building inside |
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KR101782091B1 KR101782091B1 (en) | 2017-09-27 |
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KR102137045B1 (en) * | 2020-01-21 | 2020-07-23 | 임창진 | Temporary structure of sheathing having monitoring means |
KR102137200B1 (en) * | 2020-02-11 | 2020-07-23 | 주식회사 유앤씨 | construction method of soil retaining wall using square steel pipe |
CN111501769A (en) * | 2020-04-30 | 2020-08-07 | 中国建筑第四工程局有限公司 | Construction method for protecting vertical main pipe of thermal spring well in foundation pit |
KR102143969B1 (en) * | 2020-01-03 | 2020-08-12 | 정경한 | Prestressed Cast in Place Concrete Pile Assembly for Retaining Wall And Method for Constructing the Same |
KR102146372B1 (en) * | 2020-05-12 | 2020-08-20 | (주) 코리아에스이 | Retaining Wall without Wale Beam, Wall Structure combined such Retaining Wall and Concrete Wall, and Constructing Method thereof |
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KR200193223Y1 (en) * | 2000-03-30 | 2000-08-16 | 길덕기 | H-beam joint tool |
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KR102143969B1 (en) * | 2020-01-03 | 2020-08-12 | 정경한 | Prestressed Cast in Place Concrete Pile Assembly for Retaining Wall And Method for Constructing the Same |
KR102137045B1 (en) * | 2020-01-21 | 2020-07-23 | 임창진 | Temporary structure of sheathing having monitoring means |
KR102137200B1 (en) * | 2020-02-11 | 2020-07-23 | 주식회사 유앤씨 | construction method of soil retaining wall using square steel pipe |
KR102162460B1 (en) * | 2020-03-03 | 2020-10-06 | 토우산업 주식회사 | Height extension assembly for pile in temporary soil shearing system and Method for constructing and dismantling of temporary soil shearing system |
KR102151496B1 (en) * | 2020-03-30 | 2020-09-03 | 에스오씨기술지주 주식회사 | Underground continuous wall structure of concrete steel composite and construction method there of |
CN111501769A (en) * | 2020-04-30 | 2020-08-07 | 中国建筑第四工程局有限公司 | Construction method for protecting vertical main pipe of thermal spring well in foundation pit |
KR102146372B1 (en) * | 2020-05-12 | 2020-08-20 | (주) 코리아에스이 | Retaining Wall without Wale Beam, Wall Structure combined such Retaining Wall and Concrete Wall, and Constructing Method thereof |
KR102500013B1 (en) * | 2022-05-04 | 2023-02-16 | 재성건설 주식회사 | Method for constructing underground structure |
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