KR101660888B1 - Girder with pressing embed ahchorage apparatus and the girder construction method therewith - Google Patents
Girder with pressing embed ahchorage apparatus and the girder construction method therewith Download PDFInfo
- Publication number
- KR101660888B1 KR101660888B1 KR1020160017608A KR20160017608A KR101660888B1 KR 101660888 B1 KR101660888 B1 KR 101660888B1 KR 1020160017608 A KR1020160017608 A KR 1020160017608A KR 20160017608 A KR20160017608 A KR 20160017608A KR 101660888 B1 KR101660888 B1 KR 101660888B1
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- Prior art keywords
- girder
- fixing
- plate
- structural
- receiving groove
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Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2/00—Bridges characterised by the cross-section of their bearing spanning structure
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2/00—Bridges characterised by the cross-section of their bearing spanning structure
- E01D2/02—Bridges characterised by the cross-section of their bearing spanning structure of the I-girder type
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2101/00—Material constitution of bridges
- E01D2101/20—Concrete, stone or stone-like material
- E01D2101/24—Concrete
- E01D2101/26—Concrete reinforced
- E01D2101/28—Concrete reinforced prestressed
- E01D2101/285—Composite prestressed concrete-metal
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
Type pressurizing device capable of utilizing a more effective compressed PC steel by allowing a reaction force to act as a fusing plate and a fusing plate to be placed in the fixing jacket receiving groove and the hydraulic jack receiving groove so as to be embedded in the upper flange of the structural girder. The present invention relates to a structural girder and a construction method thereof, wherein the buried pressurizing and fixing apparatus is provided with a sheath hole at a central portion spaced apart from a reaction plate to expose a surface of the fixing hole receiving groove to allow a compressed PC steel material to be inserted into the exposed sheath hole A fusing plate serving to resist the concentrated stress due to the fastener to the structural girder; And an intermediate support tube formed between the reaction plate and the fixing plate so that the ends of the reaction plate and the fixing plate are integrated with each other to communicate with the sheath hole so as to resist the compressive stress and the concentrated stress acting thereon.
Description
The present invention relates to a structural girder using a buried type pressure-fixing apparatus and a construction method thereof. More specifically, a flush-type pressure-fixing device capable of utilizing a more effective compressed PC steel by acting as a reaction force and a fixing plate in arranging the fixture-receiving groove and the hydraulic jack-receiving groove to be embedded in the structural upper flange, And a method of constructing the same.
Fig. 1A is a view showing the construction of a structural girder according to a conventional bass treing method.
In other words, it can be seen that the
If the compressive stress exceeds the permissible compressive stress of the structural girder (the allowable compressive stress of the concrete in the case of the PSC girder), there arises a problem such as compression cracking.
In order to offset the accumulated compressive stress, a compressed
The
As the compressive stress applied to the compressed
In this case, the fuser
In order to form the fixing
A conventional structural girder (Patent No. 1356675) using a pressure fixing system is introduced.
1B, the
That is, depending on the structural girder, it can be seen that a compression
However, the fixing plate for the
Further, a conventional composite pressure-fixing apparatus 70 (Patent No. 1561043) according to Fig. 1C is introduced.
That is, the structure is formed such that it is supported by the
The compression
In order to ensure a sufficient contact area with the
The end of the
Furthermore, the intermediate compression
The space in which such a
When the tensile stress due to the fixing of the
The thickness of the second fixing plate 132 to which the compressed
The both
The
At this time, both
At this time, the compressed
The
The composite concrete 91 is supported by the
However, since the synthesized
As shown in FIG. 1A, the fixing
In order to introduce tensile stress into the structural girder compressing part by using the buried pressure-fixing device, the compressive stress is introduced into the tensile part of the structural girder. In order to introduce the tensile stress, A structural girder and a construction method using the buried type pressure fixing device capable of acting as a reaction force band and a fixing plate according to the pressing while reinforcing between the fixing port receiving groove and the hydraulic jack receiving groove and arranged to penetrate the fixing port receiving groove and the hydraulic jack receiving groove The technical challenge is to provide a method.
To this end,
A structural girder in which a buried fixation hole serving as a fixture with a reaction force of a compression jack is previously embedded in an upper flange between a fixing port receiving groove and a compression jack receiving groove so as to offset a compressive stress of the upper portion of the neutral shaft accumulated by the tension member , And the compression PC steel is connected to the intermediate connection groove formed between the fixing hole receiving grooves of the upper flange of the structural girder by using a connecting hole to make a structural girder and then post-insert the compressed PC steel Thereby providing a structural girder using a buried pressure-fixing apparatus.
In addition, preferably, the buried type fastening holes are formed in the shape of a vertical plate, and a sheath hole (H) is formed at a central portion thereof. The surface of the compression fastening hole is exposed in the compression jack receiving groove so that the compressed PC steel can be inserted into the exposed sheath hole. A resilient plate which resists the stress applied to the structural girder while dispersing the compressive stress by the structural girder; A sheath hole is formed at the center portion spaced from the reaction plate to expose the surface of the fixing member receiving groove to allow the compression PC steel to be inserted into the exposed sheath hole and to resist the concentrated stress caused by the fastening member to the structural girder A fusing plate that serves; And an intermediate support tube formed between the reaction plate and the fixing plate so that the ends thereof are integrated with each other to communicate with the sheath hole so as to resist the compressive stress and the concentrated stress acting thereon.
Also preferably,
(a) After the compression PC steels are inserted back into the intermediate connection grooves formed between the fixing port receiving grooves constituting the buried pressure-fixing device, the compressed PC steels are connected to each other by the connecting ports in the intermediate connecting grooves, A step of fabricating a structural girder provided with a buried pressure fixing device manufactured so that a compressive prestress is offset to a tensile stress by a pressure fixing device; (b) installing a structural girder having a buried pressurizing and fixing apparatus manufactured by a tension member by installing a bridge undercarriage including an alternating portion on the bridge undercarriage; (c) grouting material (G) injected into the fixing port receiving groove and the compression jack receiving groove is injected into the intermediate supporting pipe formed with the injection hole and the air hole constituting the embedding type pressure fixing device, ; And (d) installing a slab on the structural girder which is mounted on the bridge substructure. The present invention also provides a method for constructing a structural girder using the buried type pressure-fixing apparatus.
The buried pressure-sensitive fixing device according to the present invention can effectively transmit the compressive stress by the compression means such as the compression jack to the compressed PC steel and is free from the cracking problem caused by the concentration of the stress around the buried pressurizing fixing device, It is possible to provide a structural girder and a construction method thereof using a buried pressurizing and fixing apparatus advantageous to the present invention.
In addition, according to the embedding type pressure fixing apparatus of the present invention, the intermediate connection groove serves as a connecting portion for connecting the compressed PC steel member to the intermediate connection groove, thereby making it possible to insert the compressed PC steel member after the structural girder is manufactured.
Further, according to the buried pressurizing and fixing apparatus of the present invention, the intermediate support tube is in the form of a filled steel pipe by the grouting material G, and more reliable load supporting performance can be ensured.
According to the embedding type pressure-fixing apparatus of the present invention, the intermediate support tube is in the form of a horizontal tube so that both end surfaces thereof are communicated with the reaction plate and the sheath hole (H) of the fixing plate and supported by the reaction plate and the fixing plate So that the upper flange concrete C between the weak reaction plate and the fixing plate can be prevented from being broken.
The upper flange of the structural girder in which the embedding type pressure fixing device according to the present invention is installed is formed as an upper flange having a width greater than the width of the end portion between both ends so as to more effectively secure the rigidity against the bending moment acting thereon Thereby enabling efficient cross-sectional design.
Fig. 1A is a view showing the construction of a structural girder by a conventional bass-treing method,
1B is a structural diagram of a reinforcement device provided on a structural girder which is a conventional steel plate girder;
1C is an installation perspective view of a conventional composite pressurizing device,
FIG. 2A is a structural perspective view of a structural girder equipped with the buried type pressure-
2B is an installation perspective view of the embedding type pressure-
Fig. 2C and Fig. 2D are views showing an example of the structural girder provided with the buried pressurizing and fixing apparatus of the present invention, Fig.
FIGS. 3A and 3B show a flowchart of a method of constructing a structural girder equipped with the buried pressurizing and fixing apparatus of the present invention.
Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings, which will be readily apparent to those skilled in the art. The present invention may, however, be embodied in many different forms and should not be construed as limited to the embodiments set forth herein. In order to clearly illustrate the present invention, parts not related to the description are omitted, and similar parts are denoted by like reference characters throughout the specification.
Throughout the specification, when an element is referred to as "comprising ", it means that it can include other elements as well, without excluding other elements unless specifically stated otherwise.
[
2B is a perspective view of the buried pressurizing and fixing
2A, the
First, the
This compressive prestress causes the compressive stress to accumulate on the entire section of the structural girder. In particular, the compressive stress accumulating on the neutral axis can cause compressive stress to occur in the structural girder having a small section height, And is canceled by tensile stress by the compression
2C, the compression
In the
As shown in FIG. 2C, the
Particularly, the
2C, the abdomen 120 is formed of a vertical plate or an inclined plate in a PSC girder or a square box girder having a rectangular cross section, and a
Next, it can be seen that the
Next, the
Next, the
The buried pressurizing and fixing
First, the compression
The fixing
The
The
As shown in FIG. 2B, the intermediate connecting
The
The
The buried
The
So that the compressed
The fusing
So that the compressed
The upper flange concrete C between the
Accordingly, the present invention can prevent the compression stress and concentrated stress, which are connected to each other by the
The
That is, the upper flange concrete C between the
The
The
2A, the
The
2C, the
In this embedding type
Also, it can be seen that the compressed PC steels 230 are installed to be connected to each other through the connecting
2C and FIG. 2D, the
In this embedding type
It can be seen that the compressed PC steels 230 are installed to be connected to each other through the connecting
In particular, when the embedding type pressurizing and fixing
[Method of constructing structural girder (100) equipped with buried pressure-fixing device]
3A and 3B show a flowchart of a method of constructing the
3A, the
That is, the
At this time, the compressed
The grouting material G injected into the fixing port receiving groove and the compression jack receiving groove is formed in the intermediate supporting
3A, it can be seen that the
It can be seen that a
It can be seen that the
The lower portion of the vertical jig is fixed to the lower portion of the lower portion of the
The fixing
The
The
Further, since the
As shown in FIG. 3B, it can be seen that the bridge can be completed by installing the
The
It will be understood by those skilled in the art that the foregoing description of the present invention is for illustrative purposes only and that those of ordinary skill in the art can readily understand that various changes and modifications may be made without departing from the spirit or essential characteristics of the present invention. will be. It is therefore to be understood that the above-described embodiments are illustrative in all aspects and not restrictive. For example, each component described as a single entity may be distributed and implemented, and components described as being distributed may also be implemented in a combined form.
The scope of the present invention is defined by the appended claims rather than the detailed description and all changes or modifications derived from the meaning and scope of the claims and their equivalents are to be construed as being included within the scope of the present invention do.
100: Structural girder
110: upper flange 120: abdomen
130: Tension material 140: Sheath
150: Horizontal hole 200: Buried pressure-fixing device
210: Fixer port receiving groove 220: Compression jack receiving groove
230: Compressed PC steel 240: Compression jack
250: Landfill type anchorage
251: Reaction plate 252: Fixation plate
253: intermediate support pipe 254: reinforcement piece
255: injection hole 256: air hole
260: fastener 270: intermediate connection groove
300: Bridge infrastructure 400: Workbench
Claims (10)
The structural PC girder 230 is connected to the intermediate connection groove 270 formed between the fixing hole receiving grooves 210 of the upper flange of the structural girder 100 by using the connecting hole 231 to manufacture the structural girder 100 The compressed PC steel material 230 can be inserted backward,
The buried type fixing unit 250 is formed in the shape of a vertical plate and has a central portion formed with a sheath hole H so that the compressed PC steel material 230 can be inserted into the exposed sheath hole by exposing the surface thereof to the compression jack receiving groove 220 A reaction force plate 251 which resists the compressive stress caused by the compression jack 240 while dispersing the compressive stress on the structural girder; A sheath hole is formed at the central portion spaced apart from the reaction force plate 251 to expose the surface of the fastening hole receiving groove 210 so that the compressed PC steel material 230 can be inserted into the exposed sheath hole, A fusing plate 252 serving to resist the concentrated stress caused by the stress applied to the structural girder; And an intermediate support pipe (253) formed between the reaction plate (251) and the fixing plate (252) so as to function to resist a compressive stress and a concentrated stress, Wherein the intermediate support tube (253) is supported on the reaction plate (251) and the fixing plate (252) by a reinforcing piece (254).
The compressed PC steel 230 is inserted through the sheath 140 formed over the extension length of the structural girder and is inserted into the sheath groove 210 of the fastening hole receiving groove 210 H). ≪ / RTI >
Wherein the buried type fixing unit 250 is installed at an end portion of an upper flange formed in an I-shaped cross-section PSC girder or an upper flange formed in a box girder of a cross section of a box.
The grouting material G injected into the fixing port receiving groove and the compression jack receiving groove is injected into the intermediate supporting pipe 253 in which the injection hole 255 and the air hole 256 of the buried type fixing port 250 are formed, And the support pipe (253) becomes a filled steel pipe.
A horizontal hole 150 is further formed on a side surface of the upper flange 110 so that the work table 400 or the temporary support table can be fixed,
The vertical jig 410 is fixed to the horizontal hole 150 so that the horizontal jig 410 and the vertical jig 420 are installed in a lattice form Structural girders using buried pressurized anchoring devices.
The lower part of the vertical jig 420 is fixed to the lower part of the lower part of the structural girder 100 by means of a connecting rod and the upper part is installed on the upper surface of the upper flange by a fixing plate 430,
The fixing plate 430 supports the work table 400 by connecting bolts connected to the upper end of the vertical jig 420 on the upper surface of the upper flange 110 and the fixing plate 430 supports the connection reinforcing bars 440,
The vertical jig 420 to which the horizontal jig 410 is connected is supported by the inclined connection unit 450 so that the load is dispersed and supported. The upper and lower ends of the inclined connection unit 450 are connected to one of the horizontal jig and one of the fixing holes of the vertical jig Respectively, in the longitudinal direction of the structural girder.
(b) placing a structural girder (100) equipped with a buried pressurizing and fixing apparatus (200) manufactured by a tension member (130) on the bridge substructure (300) by installing a bridge substructure (300) step;
(c) grouting material G injected into a fixing port receiving groove, a compression jack receiving groove, and the like in an intermediate support pipe 253 having an injection hole 255 and an air hole 256 constituting the embedding type pressure- So that the intermediate support pipe 253 becomes a filled steel pipe; And
(d) installing a slab on top of the structural girder (100) mounted on the bridge substructure (300)
The buried fixture 250 in the step (a) is formed in a vertical plate shape and has a sheath hole H formed at the center thereof. The compressed PC steel material 230 is inserted into the exposed sheath hole by exposing the surface thereof to the compression jack receiving groove 220. And a resilient plate 251 which resists the compressive stress caused by the compression jack 240 while dispersing the compressive stress on the structural girder. A sheath hole is formed at the central portion spaced apart from the reaction force plate 251 to expose the surface of the fastening hole receiving groove 210 so that the compressed PC steel material 230 can be inserted into the exposed sheath hole, A fusing plate 252 serving to resist the concentrated stress caused by the stress applied to the structural girder; And an intermediate support pipe (253) formed between the reaction plate (251) and the fixing plate (252) so as to function to resist a compressive stress and a concentrated stress, Wherein the intermediate support pipe (253) is supported on the reaction plate (251) and the fixing plate (252) by a reinforcing piece (254).
The structural girder 100 equipped with the buried pressurizing and fixing apparatus 200 in the step (a) is provided with at least one upper flange on an upper flange formed on an I-shaped section PSC girder or on an upper flange formed on a box girder of a box section A structural girder equipped with a buried pressurizing and fixing apparatus, wherein the structural girder is mounted on a short-span or multi-span bridge.
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KR1020160017608A KR101660888B1 (en) | 2016-02-16 | 2016-02-16 | Girder with pressing embed ahchorage apparatus and the girder construction method therewith |
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KR1020160017608A KR101660888B1 (en) | 2016-02-16 | 2016-02-16 | Girder with pressing embed ahchorage apparatus and the girder construction method therewith |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR102095586B1 (en) * | 2019-04-16 | 2020-03-31 | 김찬녕 | U-type girder with dual-prestressing and construction method therewith |
KR102321582B1 (en) * | 2021-03-10 | 2021-11-05 | (주)한맥기술 | PSC I-type girder capable of adjusting transverse displacement using the tension member of the upper flange |
KR102327977B1 (en) | 2021-05-10 | 2021-11-18 | 김찬녕 | Dual-prestressing girder using multi-pressing head and multi-pressing support apparatus and making, construction method thereof |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100469638B1 (en) * | 2002-09-30 | 2005-02-07 | 주식회사 만영엔지니어링 | Support construction for slab of prestressed concrete beam of bridge |
JP2007198086A (en) * | 2006-01-30 | 2007-08-09 | M Tec:Kk | Bi-stress construction method for fixing compression pc steel bar to precast concrete beam |
KR101561043B1 (en) * | 2015-05-12 | 2015-10-16 | (주)비티엠이엔씨 | Composite pressing ahchoraging apparatus and structure reinforcing method using the same |
-
2016
- 2016-02-16 KR KR1020160017608A patent/KR101660888B1/en active IP Right Grant
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100469638B1 (en) * | 2002-09-30 | 2005-02-07 | 주식회사 만영엔지니어링 | Support construction for slab of prestressed concrete beam of bridge |
JP2007198086A (en) * | 2006-01-30 | 2007-08-09 | M Tec:Kk | Bi-stress construction method for fixing compression pc steel bar to precast concrete beam |
KR101561043B1 (en) * | 2015-05-12 | 2015-10-16 | (주)비티엠이엔씨 | Composite pressing ahchoraging apparatus and structure reinforcing method using the same |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR102095586B1 (en) * | 2019-04-16 | 2020-03-31 | 김찬녕 | U-type girder with dual-prestressing and construction method therewith |
KR102321582B1 (en) * | 2021-03-10 | 2021-11-05 | (주)한맥기술 | PSC I-type girder capable of adjusting transverse displacement using the tension member of the upper flange |
KR102327977B1 (en) | 2021-05-10 | 2021-11-18 | 김찬녕 | Dual-prestressing girder using multi-pressing head and multi-pressing support apparatus and making, construction method thereof |
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