KR20120120565A - Joined structure of steel pipe strut - Google Patents
Joined structure of steel pipe strut Download PDFInfo
- Publication number
- KR20120120565A KR20120120565A KR1020110038207A KR20110038207A KR20120120565A KR 20120120565 A KR20120120565 A KR 20120120565A KR 1020110038207 A KR1020110038207 A KR 1020110038207A KR 20110038207 A KR20110038207 A KR 20110038207A KR 20120120565 A KR20120120565 A KR 20120120565A
- Authority
- KR
- South Korea
- Prior art keywords
- steel pipe
- flange
- coupled
- upper member
- support structure
- Prior art date
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 146
- 239000010959 steel Substances 0.000 title claims abstract description 146
- 230000001808 coupling Effects 0.000 claims abstract description 24
- 238000010168 coupling process Methods 0.000 claims abstract description 23
- 238000005859 coupling reaction Methods 0.000 claims abstract description 23
- 230000002093 peripheral Effects 0.000 claims abstract description 7
- 210000000614 Ribs Anatomy 0.000 claims description 7
- 230000000875 corresponding Effects 0.000 claims description 3
- 230000000149 penetrating Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 13
- 230000000694 effects Effects 0.000 abstract description 4
- 238000011084 recovery Methods 0.000 abstract description 2
- 238000009412 basement excavation Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 239000002689 soil Substances 0.000 description 4
- 230000004048 modification Effects 0.000 description 2
- 238000006011 modification reaction Methods 0.000 description 2
- 239000004568 cement Substances 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing Effects 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
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
- E02D17/083—Shoring struts
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
- E02D2200/1607—Shapes round, e.g. circle
- E02D2200/1614—Shapes round, e.g. circle made from single element
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
- E02D2200/165—Shapes polygonal
- E02D2200/1657—Shapes polygonal made from single element
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
- E02D2200/1685—Shapes cylindrical
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2220/00—Temporary installations or constructions
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/20—Miscellaneous comprising details of connection between elements
Abstract
The present invention relates to a steel pipe support structure, specifically, the load of the earth wall using a connecting member to the support used in the visible design for supporting the load of the earth wall in the building foundation or concrete wall construction work The present invention relates to a steel pipe support structure that facilitates coupling and disassembly of a connection member while supporting it effectively.
The present invention is coupled to a portion of the outer peripheral surface of the front end portion of the first steel pipe, the first steel pipe joint member having a first flange is formed on the front end portion, coupled to a portion of the outer peripheral surface of the front end portion of the second steel pipe to face the first steel pipe, And a second steel pipe fitting member having a second flange, and coupling means for coupling the first flange and the second flange.
According to the steel pipe support structure of the present invention, first, it is possible to easily assemble and dismantle the support is configured horizontally or vertically has the effect of increasing the efficiency of the work.
Second, the structural performance of the brace is increased, which not only improves the stability of the construction site but also increases the recovery rate of the brace, which is a big effect that can be recycled.
Description
The present invention relates to a steel pipe support structure, and more specifically, to support the load of the earth wall more effectively by using a connecting member to the support beam used as a visible design for supporting the load of the earth wall in the building foundation or concrete wall construction work. On the other hand, it relates to a steel pipe support structure to facilitate the coupling and disassembly of the connection member.
Recently, as the necessity of expanding social indirect facilities increases, many underground excavation works are proceeding in the city center. The characteristics of the underground excavation work is to make the best use of the close construction and the limited underground space where the subway, the overpass, the underground structure, the ground structure for the office space and the residential space are in close proximity.
In particular, in the underground excavation work for constructing large-scale underground structures in the limited space of the downtown area, the stability of the surrounding ground should be the first priority. Therefore, the earthquake construction necessary for maintaining the stability of the surrounding ground must be reviewed. It is an important part. The earthquake construction method can be divided into two methods: the use of the temporary earthquake structure and the construction of the underground structure in response to the earth pressure and water pressure. Hypothetical crest structure has the risk of collapse of crest structure due to possibility of civil complaints and stability of surrounding ground, and there are many cases of actual collapse. In addition, there are many cases in which civil complaints are generated due to displacement of surrounding grounds, resulting in suspension of construction or compensation.
The temporary facility used for the earthquake for current earthwork is steel pile and earth plate, CIP (Cast in Place Wall), SCW (Soil Cement Wall), etc. And Earth Anchor, Soil Nailing, Rock Bolt, and Top-Down.
Among them, the use of temporary struts is likely to cause the increase of air due to the installation and dismantling of temporary materials and the change of the surrounding ground during dismantling.However, compared to the top-down method, the working environment for underground construction is better. There is an advantage that can reduce the cross section of the slab is currently widely used.
In addition, as a brace, a circular steel pipe or a square having a symmetrical cross-section, instead of H-Pile, which has a need for reinforcement of the weak axis in the buckling design of the compressive load transmitted from the earth wall through the banding in recent years. Square tube of cross section is widely used.
In the case of the round or square steel pipe, a flange is formed by welding a plurality of through holes at the tip of the steel pipe, and then a bolt and nut, which are coupling means, are connected to the through hole. There is an inconvenience to weld the flanges, and when the steel pipes are reused after the steel pipes are removed after the work, the flanges need to be removed, thereby reducing the efficiency of the work.
The present invention has been invented to solve the above problems, the object is that when connecting the steel pipe and the steel pipe can be directly connected to each steel pipe without a separate processing work, so that the steel pipe can be used in accordance with the width of the workplace The purpose is to provide a steel pipe brace joint structure.
The present invention for achieving the above technical problem is coupled to a portion of the outer peripheral surface of the front end portion of the first steel pipe, the first steel pipe joint member having a first flange is formed on the front end portion, and the front end portion of the second steel pipe to face the first steel pipe And a second steel pipe fitting member coupled to a portion of an outer circumferential surface and having a second flange formed at a distal end thereof, and coupling means for coupling the first flange and the second flange.
In one embodiment, the first steel pipe and the second steel pipe, characterized in that formed in a circular or polygonal.
In one embodiment, the first steel pipe and the first steel pipe fitting member, the second steel pipe and the second steel pipe fitting member, each of which is coupled by at least one bolt through the surface and the nut coupled to the bolt. It is done.
Another aspect of the present invention is a first steel pipe separated from each other, the upper member is provided to cover the seam to connect the second steel pipe and the first member and the first member to the first steel pipe and the second steel pipe is coupled At least one coupling means is coupled to the surface of each of the steel pipe and the second steel pipe.
In an embodiment, the upper member may include a first upper member having a first flange formed at a distal end thereof based on a contact portion of the first steel pipe and the second steel pipe, and a distal end portion thereof facing the first upper member. Two flanges are formed by dividing the second upper member, characterized in that the first and second flanges are coupled by a coupling means.
In one embodiment, the first steel pipe and the second steel pipe, the lower member is in contact with the surface of the first steel pipe and the second steel pipe at a position corresponding to the upper member, the lower member is coupled by the upper member and the coupling means It includes more.
In one embodiment, the first upper member and the second upper member is characterized in that a plurality of ribs are formed on each of the outer peripheral surface.
In one embodiment, the first steel pipe and the second steel pipe, characterized in that formed in a circular or polygonal.
According to the steel pipe support structure of the present invention, first, it is possible to easily assemble and dismantle the support is configured horizontally or vertically has the effect of increasing the efficiency of the work.
Second, the structural performance of the brace is increased, which not only improves the stability of the construction site but also increases the recovery rate of the brace, which is a big effect that can be recycled.
1 is a perspective view showing a first embodiment of a steel tube support structure of the present invention.
2 is a side view of FIG. 1.
3 is a front view of Fig.
Figure 4 is a state diagram used in the first embodiment of the steel pipe support structure of the present invention.
5 is a perspective view showing a second embodiment of the structure of the steel pipe support beam joint of the present invention.
6 is a side view of FIG. 5.
7 is a front view of FIG. 5.
8 is a state diagram used in the second embodiment of the steel pipe support structure of the invention is applied.
For a better understanding of the present invention, a preferred embodiment of the present invention will be described with reference to the accompanying drawings. The embodiments of the present invention may be modified into various forms, and the scope of the present invention should not be construed as being limited to the embodiments described in detail below. This embodiment is provided to more completely explain the present invention to those skilled in the art. Therefore, the shapes and the like of the elements in the drawings can be exaggeratedly expressed to emphasize a clearer description. It should be noted that in the drawings, the same members are denoted by the same reference numerals. In addition, detailed descriptions of well-known functions and configurations that are determined to unnecessarily obscure the subject matter of the present invention are omitted.
Hereinafter, by describing the preferred embodiment of the present invention with reference to the accompanying drawings, it will be described in detail the steel pipe support structure of the present invention.
1 is a perspective view showing a first embodiment of the structure of the steel pipe support beam of the present invention, Figure 2 is a side view of Figure 1, Figure 3 is a front view of Figure 1.
1 to 4, the steel pipe support structure of the present invention is coupled to a portion of the outer peripheral surface of the front end portion of the first steel pipe 100, the first steel pipe joint member having a first flange (11) is formed at the front end ( 10) and a second steel pipe fitting member 20 coupled to a portion of an outer circumferential surface of the tip portion of the second steel pipe 200 to face the first steel pipe 100 and having a second flange 21 formed at the tip portion thereof. It consists of a coupling means 40 for coupling the first flange 21 and the second flange 21.
On the other hand, the first steel pipe 100 and the first steel pipe fitting member 10, the second steel pipe 200 and the second steel pipe fitting member 200, each of the one or more bolts 51 and the penetrating through the surface and It is configured to be coupled by a nut 52 which is coupled to the bolt 51.
Meanwhile, although the first steel pipe 100 and the second steel pipe 200 are illustrated in a circle in the drawing, the first steel pipe 100 and the second steel pipe 200 may be formed in a circular or polygonal shape according to a user's convenience of production, and accordingly, the first steel pipe fitting member 10 and The second steel pipe fitting member 20 is formed to correspond thereto.
Hereinafter, the use state of the steel pipe support structure of the above configuration will be described.
Figure 4 is a state diagram used in the first embodiment of the steel pipe support structure of the present invention.
Referring to Figure 4, the steel pipe support structure of the present invention is to be used as a visible design for supporting the load of the soil walls of both sides generated after the excavation in the foundation of the building or concrete wall construction.
Since the length between the two soil walls is not constant according to the construction site, a plurality of steel pipes are used, and in order to connect the plurality of steel pipes, first, the steel pipes are joined to one side wall surface, and then the first flange 11 is formed at the distal end. The first steel pipe fitting member 10 and the second steel pipe fitting member 20 on which the second flange 21 is formed are inserted into the front ends of the respective steel pipes.
Thereafter, the first and second steel pipe fitting members 10 and 20 inserted into the distal end are prevented from being separated from the respective steel pipes through one or more bolts 51 and nuts 52 provided on the surface thereof. To combine.
In this way, the flanges 11 and 21 are positioned to be in contact with each other, and then in the above-described manner until they reach the surface of the opposite earth wall 300 in such a manner as to be coupled through the bolt 41 and the nut 42 as the coupling means. It will be extended to use.
Hereinafter, a second embodiment of the steel pipe support structure of the present invention will be described.
5 is a perspective view showing a second embodiment of the structure of the steel pipe support beam joint of the present invention, Figure 6 is a side view of Figure 5, Figure 7 is a front view of FIG.
5 to 7, the second embodiment of the steel pipe support structure of the present invention, provided to cover the seams to connect the first steel pipe 100 and the second steel pipe 200, which are separated from each other The upper member 60 and the upper member 60 and the first steel pipe 100 and the second steel pipe 200 to be coupled to the surfaces of the first steel pipe 100 and the second steel pipe 200, respectively. One or more is composed of a coupling means 50 is through-coupled.
On the other hand, the upper member 60, the first upper member 61 is formed with a first flange (63) at the front end with respect to the contact portion of the first steel pipe 100 and the second steel pipe 200, The first and second flanges (63, 64) is formed by dividing the second upper member (62) having a second flange (64) formed at the distal end so as to face the first upper member (61). 40). This is to ensure that when the upper member 60 is divided into two, the operation is easy to be combined and dismantled.
On the other hand, the first steel pipe 100 and the second steel pipe 200 is in contact with the surface of the first steel pipe 100 and the second steel pipe 200 in a position corresponding to the upper member 60, the upper A lower member 70 coupled by the member 60 and the coupling means 80 may be further provided. Since the upper member 60 alone may not support smoothly, the lower member 70 may serve as a reinforcing member, and the upper member 60 and the coupling member 80 may be a bolt 81 and a nut ( 82) is to be coupled through both sides.
On the other hand, as in the first embodiment described above, the first steel pipe 100 and the second steel pipe 200 may be formed in a circular or polygonal shape according to the user's convenience, accordingly the upper member 60 and the lower The member 70 is also formed to correspond thereto.
On the other hand, the first upper member 61 and the second upper member 62, a plurality of ribs (65, 75) may be further formed on the outer peripheral surface thereof. The plurality of ribs 65 and 75 are for preventing damage to the upper and lower members connecting the respective steel pipes to the shaking or twisting of the earth wall.
Hereinafter, the use state of the steel pipe support structure of the above configuration will be described.
8 is a state diagram used in the second embodiment of the steel pipe support structure of the invention is applied.
Referring to Fig. 8, the steel pipe support structure of the present invention has the same purpose as the above-described first embodiment, and only the configuration thereof is different.
Referring to the use state according to, first, since the length between the two earth walls 300 is not constant according to the construction site, a plurality of steel pipes are used, and in order to connect the plurality of steel pipes first, after joining the steel pipes to one side wall surface , Contact another steel pipe. After covering the upper member 60 and the lower member 70 in the upper and lower portions to the joint formed by the respective steel pipes, only the upper member 60 is coupled through the coupling means 50 and the lower member 70. Is coupled to both side portions of the upper member 60 by the coupling means 80, and then to extend to the earth wall surface 300 of the other side in the above-described order.
Embodiments of the steel pipe support structure of the present invention described above is merely exemplary, and those skilled in the art to which the present invention pertains can make various modifications and other equivalent embodiments therefrom. You can see well. Therefore, it is to be understood that the present invention is not limited to the above-described embodiments. Accordingly, the true scope of the present invention should be determined by the technical idea of the appended claims. It is also to be understood that the invention includes all modifications, equivalents, and alternatives falling within the spirit and scope of the invention as defined by the appended claims.
10: first steel pipe fitting member 11: the first flange
20: second steel pipe fitting member 21: second flange
40, 50, 80: coupling means
41, 51, 81: bolts 42, 52, 82: nuts
60: upper member 61: first upper member
62: second upper member 63: first flange
64: second flange 65: rib
70: lower member 75: rib
100: first steel pipe 200: second steel pipe
300: earth wall
Claims (8)
A second steel pipe fitting member 20 coupled to a portion of the outer circumferential surface of the second steel pipe 200 so as to face the first steel pipe 100 and having a second flange 21 formed at the front end thereof;
Steel pipe support structure, characterized in that it comprises a coupling means (40) for coupling the first flange (21) and the second flange (21).
The first steel pipe 100 and the second steel pipe 200,
Steel pipe support structure, characterized in that formed in a circle or polygon.
The first steel pipe 100 and the first steel pipe joint member 10, the second steel pipe 200 and the second steel pipe joint member 200,
Steel pipe support structure, characterized in that each is coupled by at least one bolt (51) penetrating the surface and the nut (52) coupled with the bolt (51).
One or more couplings are respectively coupled to surfaces of the first steel pipe 100 and the second steel pipe 200 so that the upper member 60 and the first steel pipe 100 and the second steel pipe 200 are coupled to each other. Steel tube support structure, characterized in that it comprises a means (50).
The upper member 60,
A first upper member 61 having a first flange 63 formed at a distal end of the first steel pipe 100 and a second steel pipe 200 and opposing the first upper member 61; It is divided into a second upper member 62 is formed so that the second flange 64 is formed at the front end, characterized in that the first and second flanges (63, 64) is coupled by a coupling means (40) Steel pipe brace joint structure.
The first steel pipe 100 and the second steel pipe 200,
A lower member 70 in contact with the surfaces of the first steel pipe 100 and the second steel pipe 200 at a position corresponding to the upper member 60 and coupled by the upper member 60 and the coupling means 80. Steel pipe support beam structure characterized in that it further comprises a).
The first upper member 61 and the second upper member 62,
Steel rib support structure, characterized in that a plurality of ribs (65, 75) is formed on each of the outer peripheral surface.
The first steel pipe 100 and the second steel pipe 200,
Steel pipe support structure, characterized in that formed in a circle or polygon.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020110038207A KR20120120565A (en) | 2011-04-25 | 2011-04-25 | Joined structure of steel pipe strut |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020110038207A KR20120120565A (en) | 2011-04-25 | 2011-04-25 | Joined structure of steel pipe strut |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| KR20120120565A true KR20120120565A (en) | 2012-11-02 |
Family
ID=47507213
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR1020110038207A KR20120120565A (en) | 2011-04-25 | 2011-04-25 | Joined structure of steel pipe strut |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR20120120565A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101461465B1 (en) * | 2013-02-01 | 2014-11-14 | 주식회사 포스코건설 | Extendable pipe rack and construction method thereof |
| KR102001638B1 (en) * | 2018-11-23 | 2019-07-19 | 주식회사 엠스틸인터내셔널 | Connector for steel pipe strut with shear and bending reinforcement member and connecting device comprising such connectors |
| KR20190105943A (en) | 2018-03-07 | 2019-09-18 | (주)핸스 | Cover band of connection device for steel pipe strut and connection device for steel pipe strut having the same |
| KR20200127556A (en) | 2019-05-03 | 2020-11-11 | (주)핸스 | Connection device for strut |
-
2011
- 2011-04-25 KR KR1020110038207A patent/KR20120120565A/en not_active Application Discontinuation
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101461465B1 (en) * | 2013-02-01 | 2014-11-14 | 주식회사 포스코건설 | Extendable pipe rack and construction method thereof |
| KR20190105943A (en) | 2018-03-07 | 2019-09-18 | (주)핸스 | Cover band of connection device for steel pipe strut and connection device for steel pipe strut having the same |
| US11255065B2 (en) | 2018-03-07 | 2022-02-22 | Gyeong Sik SEO | Cover band of steel pipe strut connector, steel pipe strut connector having same, and steel pipe strut assembly |
| KR102001638B1 (en) * | 2018-11-23 | 2019-07-19 | 주식회사 엠스틸인터내셔널 | Connector for steel pipe strut with shear and bending reinforcement member and connecting device comprising such connectors |
| KR20200127556A (en) | 2019-05-03 | 2020-11-11 | (주)핸스 | Connection device for strut |
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| Date | Code | Title | Description |
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| A201 | Request for examination | ||
| E601 | Decision to refuse application |