KR20100120326A

KR20100120326A - An underwater bridge with inflection point of alignment or ventilating opening

Info

Publication number: KR20100120326A
Application number: KR1020090039086A
Authority: KR
Inventors: 강행언
Original assignee: 강행언
Priority date: 2009-05-06
Filing date: 2009-05-06
Publication date: 2010-11-16

Abstract

In the present invention, when constructing underwater bridges such as roads and railroads that pass through wide and deep rivers, the sea, etc., in case of construction of underwater bridges in sections requiring a change in plane or vertical line shape or installation of ventilation holes, Is installed in the water at the location, and the method of extruding the segment of the mold with the internal space through which the vehicle passes, it is possible to install the linear inflection point and the ventilation hole, and to make the mold temporary pier and general pier and the mold on land After towing and moving to the planned position, the bridge can be constructed by using buoyancy in the water.In the case of extruding the mold from the mold temporary bridge, a pressure valve that can be opened and closed around the outside of the existing mold is installed. Fill the water to extrude the mold by applying pressure to the same state as the required water pressure in the pressure chamber, and adjust the pressure tube to adjust the pressure. It is related to the underwater bridge construction method that can easily extrude the mold regardless of the high water pressure by repeating the sequence of releasing the next segment after releasing, moving the pressure side to the original position, and then pressurizing the pressure chamber again.

Description

Linear inflection point or ventilated submerged bridge {AN UNDERWATER BRIDGE WITH INFLECTION POINT OF ALIGNMENT OR VENTILATING OPENING}

The present invention relates to a method for constructing underwater bridges and underwater bridges, in which mold temporary piers or shifts are installed in water, where the mold segments are quickly constructed in a continuous extrusion method, and can be installed at relatively low cost. .

Bridges are also called bridges. There are various bridges depending on the type of facilities to be supported and the types of crossings. But the role of the bridge is almost the same. First, it is to keep the function of the passageway and facilities supported by the bridge safe. To do so, it must have sufficient strength and durability. Next, almost all bridges have a public character, so it is required to make them as economically as possible. To this end, it is necessary to collect the essence of structural engineering and compare the structural forms of materials used to ensure the most reasonable safety, usability and economic feasibility. .

It is believed that the origin of human conscious bridges was prehistoric, and many of the stone arch bridges built during the Roman period are known as ancient bridges that remain. Several Roman bridges still existed in the city of Rome, and the remains of a series of arches to attract the capital remain in Italy as well as in France and Spain, which were then under Roman rule.

As the age passed, many stone arch bridges, which were larger and more technically advanced than those of the Roman era, were made and continued to the golden age of the literary revival period. The bridges of this era are made of marble, and stone arcades are made on the bridges that have been designed in various shapes and colors. Since then, their technology has been largely inherited in France, and in the 16th century, theoretical research also developed.

By the turn of the nineteenth century, the material transitioned from stone to iron, and finally steel or concrete spread, and the need for stone arches was almost eliminated. On the other hand, in the bridge system, there was no significant development because there was a limitation in the use of the trunk in its original form, but in the 14th century, the truss woven into a triangular lattice was developed. From the middle of the eighteenth century, there is a record of entering the so-called wooden truss era, making bridges over 50m in length. In the 19th century, many wooden truss bridges were made and technically advanced in the United States.

Since then, with the advent of iron, wood-mixed truss bridges emerged, gradually using only iron or steel, and with it, the structure has changed into a reasonable one and has developed as it is today. On the other hand, by using iron, the log bridge of the whale turned into a steel plate bridge and finally developed into a modern bridge using steel or concrete.

Suspension bridges, which started from wisteria vines, were revived with the use of high-strength steel, and suspension bridges made of soft iron chains or wires began to be made in the 1800s. The bridge has been studied and developed mainly in the United Kingdom and the United States in order to secure a smooth and unstable road surface. Suspension bridges are the most advantageous type for the long span, and several suspension bridges over 1,000 m are constructed using high-strength steel cables.

In addition to the basic forms of bridges such as bridges, arch bridges, and suspension bridges, it is relatively recent that we have come to think of complex forms that combine them. Considering the properties of the materials, the dynamics and the difficulty of the hypothesis, new types of complex structures will continue to be devised. Advances in bridge engineering provide not only the realization of magnificent bridges, but also outstanding bridges in free form.

These bridges consist of bridges that support the bridges, bridges that support both ends of the bridges, and molds that drive the vehicles. These bridges are heavily constrained by the span of the superstructure due to the gravity of the earth.

In particular, in the case of bridges connecting to wide and deep rivers and islands, the construction cost is enormous, and the sedimentation method is used. The immersion method involves digging trenches under rivers or seas, creating a sinker in the workshop, transporting them to the place where the submarine tunnel is to be installed, and installing the sinker in the pre-formed trench. It is a method to complete the tunnel by buried the back, and it is divided into circular and rectangular concrete methods according to the shape and material of the ship. The former is a process developed primarily in the United States, buried directly on a pre-sanded foundation and bonded underwater with a rubber gasket. In 1910, it was first applied to a low-railway tunnel in Detroit, USA. The latter is a widely used process in Europe, where both ends of the seam are hypothesized on the crossbars, and the gaps are filled with sand, and the seam is underwater bonded with rubber gaskets. In 1937 a tunnel of this method was installed in the port of Rotterdam, the Netherlands.

The bubbling method is buoyant in the tunnel, so there is little apparent weight, and the support of the ground is not large, so it is suitable for the soft ground and can be safely constructed even in deep water. It takes less time to install a ship and less restrictions on the route. Good construction efficiency shortens construction period. However, the immersion method also requires a lot of construction costs due to the thickening of the tunnel structure due to the water pressure in the deep water and the difficulty of underwater connection work, and thus an improvement method is required.

In the case of building bridges in wide and deep rivers and seas, we found that it is possible to construct bridges very economically by using buoyancy and continuous extrusion of bridges (ILM).

Buoyancy is the force in the opposite direction of gravity that a stationary object in a fluid receives from the fluid when gravity is applied. The magnitude of this force is equal to the weight of the fluid in the same volume as the object floating in the fluid, depending on where the center of gravity of the object is located and the restoring force that returns to its position when the object is tilted. In general, objects such as lumps of water that have a higher specific gravity than water sink in water, and materials lighter than water, such as foamed styrene resin (Styrofoam), float well. Positive buoyancy, which is trying to float in water, negative buoyancy, which is trying to sink, and non-floating or sinking because it has a specific gravity similar to water is called neutral buoyancy.

When making bridge piers and castings on land, if the buoyancy chamber is properly sized and the towing is used to adjust the apparent specific gravity to be close to the neutral buoyancy, the dead weight is the most problematic in the construction of general bridges. It is considered that it is possible to construct bridges very economically because it has the same effect as zero gravity and only needs to respond to the live load of the vehicle.

Extrusion method [incremental launching method] is to use the jack in the axial direction of the bridge by making one segment (segment) in the mold fabrication site installed on the rear of the bridge or the first bridge of the upper structure of the bridge It is a method of constructing bridges by pushing them out little by little. Also called continuous extrusion method or ILM method. Developed in Germany in the early 1960s, it is widely used in the construction of continuous bridges across rivers and valleys, and overpasses across roads and railways. Extrusion methods include concentrated and dispersed methods. The centralized method is to install an extrusion device such as a jack at a shift or a pier, and to extrude by installing a sliding bearing to allow the upper structure to slide on the pier. Dispersion is a method of lifting and extruding the superstructure using horizontal and vertical jacks installed on each pier. It is easy to manage the construction because the place where the segment is manufactured is constant. In addition, since the concrete is poured in the production site, mass production is possible, so it is economical and construction speed is fast. It is mainly applied to bridge construction with high bridge height and span of 20 ~ 60m.

As a method for constructing an underwater bridge in a wide and deep river or sea, there is an invention registered on Jan. 28, 2008 as Korean Patent No. 10-079795. The present invention installs a bridge pedestal underwater and bridges manufactured on land. The bridge body connecting the main unit is installed quickly in the water by the continuous extrusion method, and the floating underwater bridge and the floating underwater bridge construction method that can be installed at a relatively low cost are solved. However, in the invention, since the extrusion site is located only on both ends of land, the construction of underwater bridges in the section where the planar or vertical line changes (has an inflection point) in constructing transport facilities such as roads and railways that pass through wide and deep rivers, the sea, etc. It is an impossible method, and it is impossible to build an underwater bridge in a relatively long extension section that requires the installation of ventilation holes. There must be a problem.

The present invention in the construction of a transport facility, such as roads, railroads through a wide and deep river or the sea to solve the above problems, when the bridge is changed in the plane or vertical line, or when the bridge is constructed in a section requiring the installation of vents The construction of a temporary construction bridge with a transport path and a work room in the water of the required location, and the use of a method of extruding the segment of the mold having an internal space that the vehicle passes through the construction of the construction of the installation, the linear inflection point and the ventilation hole can be installed Do.

In addition, it is possible to build bridges by using buoyancy in the mold temporary bridges, after making and moving the temporary construction bridge piers, general bridges and molds on land and towing to planned positions.

In addition, in extruding the mold from the mold temporary bridge, a pressure valve that can be opened and closed and moved around the outside of the existing mold is installed, and water is filled in the pressure pipe to extrude the mold by applying pressure to the same state as the required water pressure in the pressure chamber. After adjusting the pressure tube to lower the pressure, the next segment may be combined, the pressure side may be moved back to its original position, and the pressure chamber may be repeatedly pressed again to easily extrude the mold regardless of the high water pressure.

In the construction of the temporary construction bridge piers and general piers, the construction of anchors at planned locations and the construction of light materials in the shell to maintain the neutral buoyancy, connecting the bridges with bridges, and laying the bridges in water, It is possible to use a method of arranging the pier in the water by arranging a jacket made to arrange the ground of the location and maintaining the state of neutral buoyancy and connecting it with the pier.

The longitudinal line shall take into account the full load draft line, which is the draft line of draft for which the largest vessels expected to pass in the area's route can be safely operated.

As described above, the underwater bridge construction method of the present invention is installed by towing the construction of the construction of the temporary construction bridge bridge in the position where a linear inflection point and a ventilation hole is required, and towing a plurality of mold segments in a continuous extrusion process underwater By pushing construction, there is an advantage that can be constructed underwater bridge at a relatively low cost under any conditions.

Hereinafter, the present invention will be described in more detail with reference to the accompanying drawings. 1, 2, and 3 are cross-sectional views, plan views, and perspective views of the mold temporary pier of the embodiment, Figure 4 is a cross-sectional view of the pressure side, Figures 5 and 6 are sectional views of round and square molds, and Figures 7 and 8 are general pier. 9 is a cross-sectional view of the mold making alternation of the embodiment, FIG. 10 is a detailed view of the joint assembly of the segment, FIG. 11 is a longitudinal plan view of the embodiment, and FIG. 12 is a plan view of the embodiment.

Mold temporary pier 100 of the embodiment of the present invention is made of reinforced concrete in the land, the mold temporary pier 100, the transport path 101 for transporting the mold 200, the working room 102 for extruding the mold, buoyancy The buoyancy chamber 103 that can adjust the pressure, the pressure chamber 104 to facilitate the extrusion of the mold by adjusting the water pressure, the mold door 105 through which the mold 200 passes, respectively, is manufactured to be installed and the mold door and pressure chamber During the extrusion operation, the water immersion prevention plates 107, 108, and 109 are installed so that water does not penetrate into the inside. When towing the mold temporary piers 100, the first mold 211, which blocks the space in front of the mold 200 with the hardware 140 and the iron plate door 141 is installed on the water and towed to the planned position do.

The mold hypothesis pier 100 is hypothesized by installing on the jacket to arrange and install the ground by the diver or submersible of the planned location, or by connecting the anchor 120 and the cable 110 installed by using the barge of the water. . The cable 110 is made by binding a light material to the outer shell so that the apparent specific gravity is similar to water so that the neutral buoyancy state does not float or sink. 111, 121) can be made easy to work and the installation of the mold temporary bridge pier 100 can be possible with a relatively small scale equipment if properly utilized buoyancy

5 and 6 of the embodiment of the present invention as shown in Figure 200 is made of reinforced concrete in the land and towed to the mold temporary pier 100 is transported through the transport path 101 and then hypothesized in the work room 102 The method may be used, and the material may be transported to the mold temporary bridge 100 to be manufactured there, but the former method may be appropriate. Mold 200 of the embodiment of the present invention can be all round oval rectangle, but determined in consideration of the water pressure and the size of the vehicle used, and the clearance space (202, 203) and Figure 6 and installed to secure buoyancy in the square as shown in FIG. The free spaces 202 and 203 except for the circular mold center vehicle use space 201 are utilized for ventilation facilities, joint holes, buoyancy control, etc., and the outer structure is double reinforced concrete linings 204 and 206, with a waterproof layer 205 therebetween. do. When the molds 200 are towed by the onshore, one side of the mold is covered with an iron plate and towed using buoyancy.

For ease of extrusion of the molds 200 in the work room 102 of the mold hypothesis pier 100, the pressure side 130, such as the cross section of FIG. 5 surrounding the periphery of the mold, has a surface area that is hydraulically equivalent to the surface area of the mold. It shall be installed to the extent possible.

In detail, the sequence of the extrusion operation is set as shown in the right part of the cross section of the mold temporary bridge 100 in FIG. By operating the pressure side jack 134 or by pressing the pressure side pressure chamber 138 to press the rubber plate 136 of the bottom through the pressing iron plate 135 to move with the mold 200 by frictional resistance, When the water pressure in the left and right sides is blocked, and pressurized by supplying water to the pressure pipe 131 to the required height, the other side of the pressure valve 130 is in contact with the pressure chamber 104 main body and the wheel 137 The 200 is extruded toward a weaker pressure, which is particularly important to proceed slowly, and after lowering the water level of the pressure tube 131 to lower the pressure and joining a new mold 200 segment, the pressure tube ( 131 of mine After pulling the pressure pull line 133 installed in the portion to move the pressure side 130 to the original position, the following operation is repeated to contact with the mold 200 of the bridge extruded from the opposite side iron 140 After filling the light waterproofing material 142 in between the bolt nut 143 is coupled to work in order to remove the iron plate door (141).

At the required point in the middle of the construction of the mold, the general pier 300 according to the embodiment of the present invention as shown in FIG. 7 and FIG. After passing the mold into the interior space of the piers 300 and fixed after completion of the extrusion operation.

When the pressure of the pressure chamber 104 is inconvenient because the depth of the vertical temporary mold temporary bridge 100 is too deep, the mold manufacturing shift having the pressure chamber 104 and the working chamber 102 is brought into contact with the land as shown in the cross-sectional view of FIG. Hypothesis at the position, and towing the segment combinations extruded in accordance with the linearity of the planned transportation facility of the segment 200 of the mold having the internal space that the vehicle passes in the mold manufacturing shift to the site of the required position In addition, the bridge may be constructed in the water by using buoyancy by joining in water. In this case, the first mold segment and the last mold segment are anchored to the mold segments 211 and 212 as shown in FIG. The iron plate door 141 is connected to the hardware 140 by a bolt and a nut 144, and the middle part forms a mold segment assembly in which a general mold segment is combined as necessary. Due.

Since the spare chamber 106 is separately installed in the mold manufacturing shift 150 of FIG. 9 to prevent the inundation, the temporary temporary bridge 100 may be installed in the mold temporary bridge 100 as well.

The mold temporary pier 100 can be utilized as a ventilation hole after the completion of construction, if only the ventilation port is required, it can be made in the same way by making a form without the pressure chamber 104.

Figure 11 is a longitudinal plan view of the embodiment of the present invention A1 near the time point as a mold making shift 150, a hypothesis that the installation method is generally implemented, and all other piers are illustrated by the anchor method using buoyancy. 12 is a plan view of an embodiment of the present invention that can be planned along a stream, where A represents a mold temporary bridge, P represents a general bridge, indicating that the method of the present invention will be effective in any alignment.

The present invention may be constructed by the method of the present invention after the excavation of the riverbed to the required depth in the river section that needs to pass through the region where the depth is not relatively deep.

When constructing underwater bridges in wide and deep rivers or seas as described above, the distance between bridges and bridges (span length) can be about 500m, and the distance between mold temporary bridges (100) to be used as ventilation facilities after construction is completed is road bridges. It is estimated that about 3km is possible and about 5km from railway bridge.

Although the present invention has been described in detail only with respect to the described embodiments, it is obvious that various modifications and changes are possible within the technical scope of the present invention, and such modifications and modifications belong to the appended claims.

1 is a cross-sectional view of the mold temporary bridge of the embodiment

Figure 2 is a plan view of the mold temporary bridge piers of the embodiment

Figure 3 is a perspective view of the mold temporary bridge of the embodiment

Figure 4 is a cross-sectional detail of the pressure side of the embodiment

Fig. 5 is a sectional view of a mold of the embodiment (square)

Figure 6 is a mold cross section (circular) of the embodiment

Figure 7 is a general pier cross section of the embodiment

8 is a perspective view of a general pier of the embodiment

9 is a cross-sectional view of the mold making shift of the embodiment

Figure 10 is a schematic view of the joint bonded to the segment of the embodiment

Figure 11 is a longitudinal plan diagram of an embodiment

12 is a plan view of an embodiment

* Explanation of symbols for the main parts of the drawings *

100; Template hypothesis 101; Delivery path 102; Workshop 103; Buoyancy chamber

104; Pressure chamber 105; Mold door 106; preparatory chamber 107,108; Immersion Plate

110,310; Cable 111,121,311,321; Connection ring 120,210; Anchor 130; pressure side

131; Pressure tube 132; Pulley 133: pressure pull string 134; Jack 135; Iron plate

136; Rubber sheet 137; Wheel 138; pressure variable pressure chamber 140; Hardware 141; Iron plate door

142; Light waterproofing material 143,144; Bolt Nut

200; Template 201; Vehicle spaces 202 and 203; Clearance 204; Internal lining

205; waterproof layer 206; Outer lining 211; First mold segment

212; Last mold segment of the assembly

300; General pier 301; Buoyancy chamber

Claims

In the construction of transport facilities, such as roads and railroads, which pass through wide and deep rivers or seas, in the construction of submerged bridges in sections where the plane or longitudinal line changes (with inflection points) or requires the installation of ventilation openings;

Constructing a temporary mold pier with transport and workroom in the water at the required location;

Extruding segments of the mold having an internal space through which the vehicle passes in the mold temporary pier;

A construction method that builds bridges in water by using buoyancy.

The method of claim 1, further comprising:

The construction of temporary bridge piers and general piers and molds on land;

After moving to the planned location;

Bridge construction method using buoyancy in water.

The method of claim 1, further comprising:

If the longitudinal depth is too deep, a mold making shift with a work room is assumed to be in contact with the land;

In the mold making shift, towing the segment combinations extruded in a linear manner to the segments of the mold having the internal space through which the vehicle passes, to the site of the required position, and then bonded in the water;

A construction method that builds bridges in water by using buoyancy.

The method of claim 1, further comprising:

In extruding a mold from a mold temporary pier or a mold making shift:

Installing a pressure valve capable of opening and closing around the outside of the already installed mold;

Filling the pressurized tube with water to apply pressure to a state equal to the required water pressure in the pressure chamber to extrude the mold;

Adjust the hydraulic pressure of the pressure tube to lower the pressure and then join the next segment;

The method of constructing a bridge in the water utilizing the action of buoyancy, characterized in that for repeating the sequence of pressing the pressure chamber again after moving the pressure side to the original position.

The method of claim 4;

In joining the towed segment assemblies;

In making the first and last segments, the steel and iron plate doors are attached:

Tightened bolts and nuts after installation abut;

Joining segment assemblies;

A construction method that builds bridges in water by using buoyancy.

The method of claim 1, further comprising:

In hypothesizing mold temporary pier and general pier;

Install the anchor in the planned position;

Construction method that installs pier in water by connecting with pier using cable.

The method of claim 1, further comprising:

In hypothesizing mold temporary pier and general pier;

Clearing the ground of the planned location underwater;

Install a jacket fabricated to maintain neutral buoyancy;

Construction method for constructing bridges in water by connecting with bridges.

The method of claim 1, further comprising:

In hypothesizing mold temporary pier and general pier;

Clearing the ground of the planned location underwater;

Construction method to build pier in water in place

The method of claim 1;

In constructing an underwater bridge in a section not deep;

Digging the bed to the required depth;

Bridge construction method using buoyancy in water.

The method of claim 6;

In connecting anchors and piers;

This is a method of constructing a pier in water by connecting it with a pier with a cable made by binding light material to the outer shell to maintain the state of neutral buoyancy.