JP3047415U - Steel reinforced concrete - Google Patents

Abstract

(57) [Abstract] reinforced concrete piers Toka building or bent a utility pole same or collapse Ri by <br/> to the earthquake, and iron
Concrete piles or earth drills with bone reinforcement
Reinforced concrete cylinders buried underground at ground level
You or bent by Rumi. Of A present invention of H steel use building Toka piers of steel rebar-filled concrete pillars can be prevented a collapse caused by the earthquake by the elasticity of H steel, also of steel rebar containing co-<br/> Nkurito of H steel use Electric poles can also prevent bending due to earthquakes
And concrete pile with steel rebar using H steel and concrete with H steel using earth drilling method
Cleat cylinder is loosened due to ground strength due to elasticity of H steel
Bending can be prevented .

Description

[Detailed description of the invention]

[Industrial application field] A steel frame rebar with a steel frame reinforced by inserting a steel frame of the present invention into the center of a conventional reinforced concrete structure (to prevent collapse) that can withstand the loosening of the ground due to an earthquake or an earthquake They are used as cleats for bridge piers and building pillars, and are used to build concrete buildings with steel reinforced concrete or to build bridges with concrete reinforced concrete piers.

[Related Art] A suitable number of reinforced concrete piles are driven into a building or a pier around a lower part of a pillar by using a special machine to form a base, and conventional reinforcing bars (deformed steel bars) are assembled in a grid pattern (a thin iron bundle). Wires are tied to the reinforcing bars) and the outer periphery of the installed reinforcing bars is made into a frame with an appropriate thickness and made into a panel. (In the site, raw concrete is poured from the ready-mixed concrete truck into the ready-mixed concrete receiving port of the concrete pump truck, and the The concrete was driven in (with operation) from the end of the pipe exit without any gaps, and a bridge (pier) or building of finished reinforced concrete was built (by the worker).

[Problems to be Solved by the Invention] Conventional reinforced concrete piers and buildings on expressways are embedded in concrete (incorporated in a grid, columnar or prismatic shape) to maintain strength. The carbon steel monoxide in the exhaust gas is heavier than the air due to the exhaust gas emitted by the vehicle, so the carbon steel infiltrates into the reinforced concrete (pier) and accelerates the rust caused by the oxidation of the reinforcing steel in the concrete. The reinforced concrete piers and buildings, which cause cracks in the concrete, cause cracks in the reinforced concrete due to the earthquake or loosening of the ground due to the earthquake, and gradually lose balance and collapse.

[Means for Solving the Problems] The present invention incorporates a steel frame made of H steel into the center of reinforced concrete to prevent the reinforced concrete pier or building from collapsing due to the ground loosening due to the earthquake or the earthquake (pier or building). The purpose of the present invention is to provide the use of steel-reinforced concrete that can prevent buildings and piers from collapsing due to the elasticity of H-steel (by using the columns).

[0005] That is, a H-steel skeleton is incorporated into a conventional reinforced concrete pier or the center of a building column, and is used as concrete with steel frame reinforced steel.

[Action] A steel frame is introduced into a reinforced concrete building or pier by introducing a frame of H steel into the center of reinforced concrete (a pier or a pillar of a building) at a place where a crack or a pier breaks due to loosening of the ground due to an earthquake or an earthquake. By using it as concrete with reinforced steel, bridge piers and buildings that can withstand earthquakes and ground loosening due to earthquakes due to the elasticity of H steel can be made.

An embodiment of the present invention will be described below with reference to the drawings. The H steel (a) to become the receiver 2 is cut with a cutting burner of an oxygen welding machine to the length of the supporting column 3 and the ends of the H steel are welded with iron plates C for reinforcement and also H steel is cut with a cutting burner of an oxygen welder and welded with a steel plate C at both ends of the H steel for reinforcement and H steel on both sides of the center of the H steel. And H steel are welded in a cross shape. Then, the steel plate B was welded to the inside of the steel plate C in the longitudinal direction of the steel plate C for reinforcement, as shown in FIG. 1, and the base 1 of the foundation of the pier was struck as shown in FIG. A cross-shaped receiver 2 made of H steel is installed on the upper part, and a H-steel support 3 is installed in the center of the support as shown in FIG. 2 and the lower part of the support 3 and the upper part of the receiver 2 are welded vertically. . Then, the H steel brace 4 is cut to an appropriate size below the support 3 by a cutting burner of an oxygen welding machine, and both ends of the H steel brace 4 are connected to the H steel support 3 and the H steel receiver 2 by four. Weld with H-steel brace 4, (around H-steel post 3) and (on the side of H-steel post 3 weld iron plate A, then weld with brace 4 on both sides and plate A Weld the steel plates B and D vertically and horizontally to the H steel column 3 for reinforcement on both sides) and also connect the H steel beam 5 to the upper end of the H steel column 3 and the H steel column. The lower central part of the beam 5 is welded and fixed in a T-shape (perpendicular to the road). Then, the H-steel brace 6 is cut to an appropriate size with a cutting burner of an oxygen welding machine, and both ends of the H-steel brace 6 are welded to the upper part of the H-steel post 3 and the lower part of the H-steel 6 beam one by one on the left and right sides. do . (And both ends of this H steel beam are welded with iron plate C for reinforcement.) And around H column (support 3, support 2, brace 3, 6, beam), rebar (deformed bar) 7 is assembled (iron A bundle of wires is used to tie the crossing point where the reinforcing bars and reinforcing bars are assembled in a grid pattern, and an outer frame is set up around the panel using a bundle. (At the site, the ready-mixed concrete is poured from the ready-mixed truck to the ready-mixed concrete receiving port of the concrete pump truck. Finish the raw concrete (from the end of the concrete pipe exit of the car (by operation)) without any gaps and use it as a concrete pier with steel frame reinforced steel (The above-mentioned method of fixing the steel frame by welding is tightened with bolts, washers and nuts) In the case of a building, the base part is the same as the pier (above). Welding is performed on the base 1 as shown in FIG. (And the floor, For the part to be a well and the part to become the edge of the building or the wall, several steel braces or channels or angle braces are attached to the center of concrete. Weld or tighten with bolts, washers and nuts and fix them (columns, girders, beams, braces). Assemble the outer periphery with a reinforcing bar (deformed bar) (attachment) as shown in Fig. 9. Then, tie the crossing points assembled in a grid pattern with iron bundles and install an outer frame (by panel) into it. (Pour the ready-mixed concrete from the ready-mixed concrete truck into the ready-mixed concrete receiving port of the concrete pump truck at the site and exit from the pipe outlet end of the pump truck (by operation). Pour the ready-mixed concrete without gaps (by the worker) and enter the finished steel rebar (The foundation under the base of the building and the pier is constructed by the earth drilling method. Install the appropriate number of concrete piles or insert the concrete pile with steel rebar according to the present invention into the appropriate rock mass using a pile driving machine (if the rock mass is deep, weld the pile by welding and further drive in) and make a ground. The upper part of the H steel 11 inside the concrete pillar 10 (or the concrete pile 10 with steel reinforcement) made by the drilling method and the steel frame (H steel) 3 which becomes the center of the pier or the center of the pillar of the building The lower part of the H-steel receiver 2 below the steel frame (H-steel) 3 is fixed by welding (at a plurality of locations), and the concrete pillar 10 (or concrete pile 10) containing steel rebars made by the earth drill method. The internal reinforcing bar 7 welds the reinforcing bar 7 of the base 1 and the reinforcing bar at the lower part of the pillar of the building or the reinforcing bar 7 at the lower part of the pier. To explain how to make the pillar 10 by the earth drilling method, put a drill-shaped rotating shaft into an iron pipe of about 3.5m in length and about 35cm in diameter, and tell the rotating shaft the rotation of the engine of the car dedicated to earth drilling to the rotating shaft. Rotate and drill deep underground with the tip of the drill at the tip of the rotating shaft. Connect the iron pipe and rotating shaft in each case (tighten with bolts and nuts). Put a 3.5m long reinforcing steel bar into the pipe by pulling it up from the pipe and put a 3.5m long H steel support into this reinforcing bar (with a tow truck and wire). After adding and welding until it reaches the location, the ready-mixed concrete car is poured into the ready-mixed concrete receiving port of the concrete pump truck from the ready-mixed truck at the site, and it comes out at the end of the pipe exit (by operation) of the pump truck Concrete was poured into a pie-flops (shaking the rebar and H steel) finish the cylindrical of steel rebar-filled concrete punching pulling the pipe.

[Effects of the Invention] As described above, the piers and the columns of the buildings are made of concrete with steel frames, and the collapse of the piers and the buildings caused by the loosening of the ground due to the earthquake is prevented by the elasticity of the steel columns 3. It also saves many lives.

[Submission date] April 10, 1995

[Procedure amendment 1]

[Document name to be amended] Statement

[Correction target item name] Full text

[Correction method] Change

[Correction contents] [Detailed description of the invention]

[Industrial application field] A steel frame rebar with a steel frame reinforced by inserting a steel frame of the present invention into the center of a conventional reinforced concrete structure (to prevent collapse) that can withstand the loosening of the ground due to an earthquake or an earthquake They are used as cleats for bridge piers and building pillars, and are used to build concrete buildings with steel reinforced concrete or to build bridges with concrete reinforced concrete piers.

[Related Art] A suitable number of reinforced concrete piles are driven into a building or a pier around a lower part of a pillar by using a special machine to form a base, and conventional reinforcing bars (deformed steel bars) are assembled in a grid pattern (a thin iron bundle). The wire is tied to the reinforcing bar) and the outer periphery of the installed reinforcing bar is made into a frame with an appropriate thickness by a panel and put into the frame. (At the site, the raw concrete is poured into the raw concrete receiving port of the concrete pump truck and the At that time, the raw concrete (from the end of the pipe outlet) was driven in without gaps (by workers) to build a reinforced concrete bridge (pier) or building.

[Problems to be Solved by the Invention] Conventional reinforced concrete piers and buildings on expressways are embedded in concrete (incorporated in a grid, columnar or prismatic shape) to maintain strength. The carbon steel monoxide in the exhaust gas is heavier than the air due to the exhaust gas emitted by the vehicle, so the carbon steel infiltrates into the reinforced concrete (pier) and accelerates the rust caused by the oxidation of the reinforcing steel in the concrete. The reinforced concrete piers and buildings, which cause cracks in the concrete, cause cracks in the reinforced concrete due to the earthquake or loosening of the ground due to the earthquake, and gradually lose balance and collapse.

[Means for Solving the Problems] The present invention incorporates an H steel steel frame into the center of a reinforced concrete pier or building to prevent the reinforced concrete pier or building from collapsing due to an earthquake or loosening of the ground due to the earthquake (pier or building). Buildings and piers can be prevented from being collapsed by the elasticity of H-steel (by using them for the pillars). It is to provide the use of steel-reinforced concrete. And to provide that shall be the concrete pile Toka earth drill method in the build up of reinforced concrete cylindrical Toka telephone pole steel rebar-filled concrete products incorporating the pillars of H steel in the center of. And although not shown in the drawings H steel or angle or using Chi Yan'neru as pylons (fixed by welding or bolts and nuts) finishing (the width of the addition the intermediate portion and the top is the same.) Center of reinforced concrete put in part Ru near to provide a be used in the column portion of the pier Toka building of steel rebar-filled concrete.

[0005] That is, a H-steel skeleton is incorporated into a conventional reinforced concrete pier or the center of a building column, and is used as concrete with steel frame reinforced steel.

[Action] A steel frame is introduced into a reinforced concrete building or pier by introducing a frame of H steel into the center of reinforced concrete (a pier or a pillar of a building) at a place where a crack or a pier breaks due to loosening of the ground due to an earthquake or an earthquake. By using it as concrete with reinforced steel, bridge piers and buildings that can withstand earthquakes or loosening of the ground due to earthquakes due to the elasticity of H steel (steel frame) can be made.

An embodiment of the present invention will be described below with reference to the drawings. H steel (A), which is to be used as a support for the column 3, is cut with a cutting burner of an oxygen welding machine and H. Weld both ends of the steel plate with iron plate C and also cut H steel (the bulging part) with the cutting burner of the oxygen welding machine and weld the steel plate C to both ends of the H steel for reinforcement. H steel and H steel are welded on both sides of the center in a cross shape. Then have H steel, H steel Oh the central longitudinal steel plate C Urn, the welding for reinforcement as the inside of FIG iron plate B into and acceptor of H steel to the place to be the top position location of the pile 2 performs receiving member 2 and the welding also serves as a brace between the receiving member 2 (after welding the side of the receiving member 2 as to abut the steel plate C at both ends of the receptacle 2A) body, and the inner steel plate C receiving member 2 side all for reinforcement of the steel plate B vertically between the (8 places) soluble in contact and receiving member 2 of the cross-shaped with H steel on hitting the base 1 of the foundation piers as in FIG. 1 The entire lower part of the receiver and the upper part of the H steel 11 in the concrete pile are welded . Their were receiving member 2, the post 3 of H steel welding the upset and column 3 bottom and receptacle 2 top upright as in FIG. 2 with respect to the road at the top of the center of. The strut 3 and H steel receptacle 2 top suitable position of the H steel both ends of the braces physician 4 cut H steel bracing 4 to an appropriate size by the cutting burner oxygen welder H steel under suitable position of the strut 3 to four in braces 4 H steel iron plates D to iron B and lateral to the vertical in the center of (the H-steel column 3 sides both sides steel plate a after welding) performing welding and the same Ku iron a Welding is performed on both sides for reinforcement with the H-steel support 3) and the upper part of the pier is also T-shaped by connecting the upper end of the H-steel support 5 and the lower center of the H-steel support 5 to the H-beam. Welding to the mold (perpendicular to the road). Then, the H steel brace 6 is cut to an appropriate size with a cutting burner of an oxygen welding machine, and both ends of the H steel brace 6 are welded one at a time to the upper part of the H steel column 3 and to the lower part of the H steel 6, near the center of the beam. Fix it. (And both ends of this H steel beam are welded with iron plate C for reinforcement.) And around H column (post 3, support 2, brace 3, 6, beam), rebar (deformed bar) 7 is assembled. mixed concrete acceptance apply the point rebar and rebar tied intersections that partnered in a lattice) around the tightening outer frame provided panel bolts and nuts into the (concrete pump vehicle from fresh concrete car situ bundled Pour the ready-mixed concrete into the mouth, and finish the ready-mixed concrete (exiting from the concrete pipe outlet end of the pump truck) so that there is no gap and use it as a concrete pier with steel reinforced concrete. (The above-mentioned method of fixing the steel frame by welding may be a method of tightening with bolts, washers and nuts.) In the case of a building, the base is welded on the base 1 as shown in FIG. performed and other pillars, digits 20, and also fitted with a steel H in the center of the beam 22 and the floor, part its to be areas of the end Toka wall of building H steel or channel Toka angle brace 2 1 becomes the ceiling , and fastened by welding or bolts and washers and nuts you (the pillars and columns, beams, one conjugated brace) the outer loop to as embedded (attached) Figure 9 reinforcement (deformed steel bars). The insertion poured raw concrete receiving raw concrete of the concrete pump vehicle from fresh concrete car panel intersections that partnered in a lattice around tied with Tetsutaba line bolts and nuts to tighten the outer frame provided into which at at (site The ready-mixed concrete building (extruded from the end of the pipe exit of the pump car) will be driven in (with the help of workers) without any gaps, and the concrete building will be finished with steel frames. The foundation lower part of the building and pier pile provided several suitable posts of steel rebar containing concrete to bedrock. Alternatively, the concrete pile with steel frame rebar of the present invention is driven into a suitable number of rocks with a pile driving machine (if the rock is deep, the pile is welded and further complemented). The upper part of the H steel 11 inside the concrete pillar 19 (or the concrete pile 10 with the steel frame reinforcing steel) made by the earth drill method and the steel frame (H steel) 3 which becomes the center of the pier or the center of the pillar of the building a lower portion of the steel (steel H) 3 bottom of H steel receptacle 2 and 2A to be fixed by welding (the number of total). Then, the reinforcing steel 7 inside the concrete column 19 (or the concrete pile 10) containing steel reinforced steel made by the earth drill method is used to weld the reinforcing steel 7 at the base 1 and the reinforcing steel at the lower part of the pillar of the building or the reinforcing steel 7 at the lower part of the pier. I do. The method of making the concrete pillars 19 with steel rebar according to the present invention by the earth drill method will be described. An iron pipe with a length of about 3 to 5 m and a diameter of about 35 cm is vertically set, and a drill-shaped rotary shaft is inserted into the pipe and rotated. axis of rotate convey rotation by ground drill private car engine rotational shaft of the cutting edge top of the tip of the drill length 1, 5 m position outside repeatedly pulling soil the shaft carrying the soil in the pipe Sukuriyu portion of the iron When the steel pipe and rotating shaft are connected to each other (tightened with bolts and nuts) and added to the rock, the cutting edge of the rotating shaft and the rotating shaft are pulled up from the pipe and towed into the pipe. Insert a rebar with a length of about 3 and 5 m in a columnar shape, and insert a H-steel post with a length of about 3 and 5 m into the rebar as well (using a tow truck and wire) until it reaches the bedrock. From the raw co-emission cars in the field Once the welding can be installed in the plus (by operation) concrete pump truck to the ready-mixed concrete receiving port ready-mixed concrete was poured in of pump car ready-mixed concrete to come out to the pipe tip end of the outlet into the pipe (shaking the rebar in the power-filled vibrator) poured pillar lower part of the (raw concrete of the volume fraction at a time) pulling up the pipe (repeat) while the pipe (in tow and the word Year) raising Remove the cylinder of steel rebar containing concrete (building or a pier bottom) Ru create a few finishing foundation suitable.

[0008]

[Brief description of the drawings]

 As described above, the piers and building pillars are made of concrete with steel frame reinforced concrete to prevent the collapse of the piers and buildings due to the earthquake or the loosening of the ground due to the earthquake by the elasticity of the steel column 3 and, in turn, save many lives. Also.

[Submission date] December 27, 1995

[Procedure amendment 1]

[Document name to be amended] Statement

[Correction target item name] Full text

[Correction method] Change

[Correction contents] [ Technical field to which the invention belongs ]

[0001]

[Industrial applications]

The present invention is Ru der intended to prevent the pile Dari prevent the bending of the same Dari prevent the collapse of the rebuild Toka piers by the earthquake a utility pole, and a cylinder of concrete by the earth drill method is bent by Yu Rumi of the ground.

[0002]

[Prior art]

A reinforced concrete pile at the bottom around the pillar portion Toka piers of the construction site of the building to create a foundation of reinforced concrete on the top driving to several bedrock suitable for a dedicated machine, and iron the intersections of rebar set the rebar in a grid pattern to the foundation on the part tied with wire bundles, and assembled with the rotation of the panel and the bolt rebar, washer, pour fresh concrete from the fresh concrete car on site into a frame provided with a frame with a nut to the fresh concrete inlet of the concrete pump truck, pump wheel of operation only write out into the frame as unexpected fall into the bubble using a vibrator or the like ready-mixed concrete the feed out is that ready-mixed concrete to the pipe tip end of the outlet of the pump car by workers in, the top from the first floor in order Reinforced concrete to proceed to the floor, build buildings, build concrete bridges , and bury them underground by concrete piles or earth drilling methods Door of the cylinder Toka telephone pole was also only same-filled reinforcing bars that are embedded in the concrete in order to maintain the strength of the concrete.

[0003]

[Problems to be solved by the invention]

Or reinforced concrete piers Toka building described in the prior art is bent broken for utility poles or bent by the cylindrical loosening of the ground of reinforced concrete to be buried underground by Rimata reinforced concrete pile Toka earth drill method, which was destroyed by the earthquake of earthquake Ru der what you try to provide a concrete product to prevent the the to.

[0004]

[Means for Solving the Problems]

In order to solve the above-mentioned problems, the present invention solves the above-mentioned problems by setting up a single pillar of H steel with an appropriate width at the center of a pillar or pier of a reinforced concrete building , installing a cross-shaped receiver with H steel at the bottom, and welding the contact points . Installed on top of the concrete base provided on the piled upper part, and place the H steel brace between the appropriate position of the upper part of the four cross-shaped H steel receiver and the appropriate measurement surface of the H steel support. Weld and secure, and attach H-beams and girders to bolts, washers and nuts on H-steel posts on each floor of the building. welding securing and pier finishing and around fixed by welding the lower the T-shaped central portion of the beam, the road width of the length of steel H in the upper end of the column through the concrete stamping assembly work in reinforcing bars building and Toka pier, and a utility pole Toka concrete Topairu Toka ah Strut of H steel suitable width in the center of the cylinder of reinforced concrete burying underground and one embedded steel reinforcing bars cored concrete drill method.

[0005]

[ Embodiment of the invention ]

The present invention prevents also bent by the elasticity of H steel utility poles of preventing also same steel rebar-filled concrete collapse since taken the above-mentioned means steel rebar-filled concrete building Toka piers by the earthquake by the elasticity of H steel also ground drill the bent steel rebar-filled concrete columns and steel rebar-filled concrete of the pile to be buried to the underground due to the loosening of the ground that can be prevented by the elasticity of one of H steel by the method.

[000 6 ]

【Example】

Hereinafter, embodiments of the present invention will be described with reference to the drawings. 1 and pile piles 10 in FIG. 2 is leaving 50cm position rebar in pile scraping piles dug in Yumbo around the pile Yes by implanting several suitable pile beating dedicated machine to base bottom position until it reaches the bedrock H steel inner is cut by gas cutting burner at the base upper position and crushed stone the spread of reinforced concrete to harden cross to its top with rammer foundation the provided upper to the appropriate length of which become receiving member 2 of the steel H that H steel both ends of the (a) to weld an iron plate C and the center of the steel H (Oh) as long as the name Ru H steel (already there U) welding a steel plate C at both ends of and H steel (Oh) H steel (already there U) on both sides welded to cross the and H steel (already there U) longitudinally H steel in the center of the iron plate C of (a) to the iron plate B welded for reinforcement and H receiving the H steel receptacle 2A pile upper portion position of the steel The doubles as a reinforcement between two and receptacle 2 welding (an iron plate C there is welded to both ends of the receptacle 2A) performs four. Then, eight iron plates B are vertically welded between the center of the iron plate C of the receiver 2A and the receiver 2 , and the lower part of the receiver ( 2 , 2A) and the upper part of the H steel 11 in the concrete pile are all illustrated. Fix by welding as in 3 .

[0007] The struts 3 H steel welding the abutting point of the vertical struts 3 lower and receptacle 2 upper vertically use tow truck and wire yer on top of the center portion of the receiving member 2 of the steel H in FIG. And Figure 3 and Figure 4 to the H steel posts 3 as shown below and H steel receptacle 2 top of a suitable position in the four H steel are prepared Me beforehand bracing 4 at both ends (H Steel side of the strut 3 performs welding on both sides iron plate a) welding carried out and a reinforcing iron plate B during the post 3 and the center of the H steel reinforcing iron plate a vertically and a reinforcing iron plate D laterally (2 places) the welding performed both sides, and pier top also (using the Re' car wheel and wire) and a lower portion of the central portion of the beam 5 at the upper end and H steel posts 3 H steel T-type welding fixed. Then, both ends of the H-steel brace 6 prepared in advance are fixed by welding, one at a time, to the appropriate position at the upper portion of the H-steel post 3 and at the appropriate lower portion near the center of the H-steel beam 5 . The reinforcing steel plate C is welded to both ends of the H steel beam 5 .

[0008] H steel 5 (column 3, receiving member 2, 2A, braces 4, 6 beams 5) around the tied intersections rebar 7 in assembling iron wire bundles with reinforcing bars 7 (deformed steel bars) and panel the outer frame is provided bolt and washer, from the fresh concrete car on site into the frame to secure the panel with the nut to fresh concrete inlet of the concrete pump truck, ready-mixed concrete poured incoming Re pump wheel (in operation) pipe outlet tip by to send out is to use a vibrator or the like by the workers of the raw concrete coming write-finishing out as unexpected air bubbles is into the concrete Ru.

[0009] FIG. 6 is a completed view of the pier in which the panels have been removed and the foundation has been backfilled.

[0010] FIGS. 7, 8 and 9 show the base of the building and the lower part of the pillar, and the method shown in FIGS. Work in the same way.

[0011] Figure 10 and column 20 and the beam 21 of bolt and washer likewise H steel each Kaiteki position of standoff 26 H steel buildings are processed beforehand in 11, by a nut as shown in FIG. 12 At the both ends of the H steel brace 28 previously prepared between the appropriate position of the H steel column 26 and the lower appropriate position of the H steel girder 20. Welding (welding of the reinforcing steel plate A to an appropriate position on the side surface of the H steel support 26) is performed. Then, the reinforcing iron plate B is vertically welded between the center of the reinforcing iron plate A and the column 26 . Then perform welding at both ends of the braces doctor 28 which had been processed into between the pillars 26 suitable position and the beam 21 lower suitable position.

[0012] The foregoing skeleton of the outer around Ru and strapping the assembling exchange difference point in a grid by reinforcing bars 7 in Tetsutaba line, and bolts and washers provided a frame of Ri outer around the panels of steel H in FIG. 13, nuts in from the ready-mixed concrete car at the scene of the panel into the fixed frame of the concrete pump truck to raw concrete receiving port ready-mixed concrete was poured of pump car (operation in) raw concrete that come been issued are sent to pipe outlet tip Ru finish driving use a vibrator or the like by the operator a. (Assembling the rebars of the wall and ceiling in order from the foundation to the upper floor and proceeding with fresh concrete.)

[0013] In Fig. 14, the panels are removed and the foundation is backfilled to complete the building finishing work. This is a completed building 9.

[0014] Figure 15 and set up vertically the present invention the steel rebar containing concrete column 19 the earth drill method finishing Ru method diameter 35cm position of iron pipe 14 in the order Explaining length 3m position in the 16 pipes 14 among the pipe 14 to the tip blade edge length 1,5m position screw portion of the upper portion of the drill of the rotary shaft placed drill-shaped rotary shaft rotates convey rotation by the engine of the earth Sudoriru dedicated wheel axle into the in soil joint of the pipe 14 axis of rotation while digging deeply transportable out underground out of the sand repeatedly pull-out up soil the shaft carrying the pipe 14 (bolt, washer, secure the connecting part in the nut) plus up to perform bedrock 18 pipe 14 has reached the sediment to be carried out entirely or et rotary shaft and scan clew portion in the pipe 14 into the pipe 14 of the pulling pipe 14 (using a tow truck) ¥ columnar To set only insert a rebar 7 of length 3m position you gave, and this in mind part in the rebar 7 H steel of appropriate width in the 3m position (use a tow truck) inserted into the foot joint until it reaches the bedrock welding was carried out poured the ready-mixed concrete received ready-mixed concrete to the entrance is the mouth of the concrete pump trucks from the ready-mixed concrete vehicles When you finish the installation, and the pump cars (in operation) in the pipe 14 by the operator of the raw concrete to come out to the pipe outlet tip to cast a line had pipe 14 the unexpected like concrete beating finish entering air bubbles into the use raw concrete Baibure ter, etc. (use the tow truck and the wire) finish the cylindrical 19 of the steel rebar-filled concrete shown in raising 17.

[0015] The H steel 11 shown in FIG. 18 is a pillar at the center of a steel pole with steel reinforced concrete. As shown in FIG. 19 and FIG. 20, the electric pole main body 12 is fitted into the electric pole manufacturing frame 23 made of iron. Reinforcement 7 assembled in a conical shape into the pole manufacturing frame 23 with a space of about 8 cm at both ends Insert as open length. And a suitable length of the same length as this conical reinforcing bar 7 An H steel column 11 having a width is inserted into the center of the conical reinforcing bar 7. And handle 13 The female screw to be screwed in is also installed at an appropriate interval to the mounting position of the telephone pole manufacturing frame 23. 23. Concrete concrete with steel frame shown in Fig. 21 Telephone pole.

[0016] The H steel 11 shown in FIG. 22 is a support at the center of the pile of concrete with steel frame reinforcement. As shown in FIGS. 23 and 24, cylindrically assembled into an iron pile manufacturing frame 24 The center of the reinforcing bar 7 that has taken up the reinforcing bar 7 to both ends of the pile manufacturing frame and assembled it into a cylindrical shape Into the pile manufacturing frame 24, insert one H steel support 11 A steel plate conical part F at the tip of the iron and a steel plate ring part G at the other end are made of H steel. Is welded to both ends of the pillar 11 and both ends of the cylindrical reinforcing bar 7 to form the inside of the pile manufacturing frame 24. Concrete pie with steel frame rebar shown in Fig. 25 after heaving concrete And

[ 0017 ]

[ Effect of the invention ]

Since the present invention is configured as described above, the following effects can be obtained.

[0018] In the concrete pier 8 made of steel and steel bar using H steel according to claim 1, The elasticity of the H steel embedded in the core has the advantage of preventing collapse due to an earthquake.

According to the second aspect of the present invention, the concrete building 9 made of steel with steel reinforcement using H steel has an advantage of preventing collapse due to an earthquake due to the elasticity of the H steel embedded in the center of the concrete column of the building 9 .

[0020] 4. A concrete column 1 with steel rebar using H steel by the earth drill method according to claim 3. 9 is driven into the underground rock 18 and Concrete due to loose ground due to elasticity of H steel 11 embedded in the center There is an advantage of preventing the pillar 19 from being bent.

[0021] In the concrete electric pole 12 containing steel frame reinforcing steel using H steel according to claim 4, the electric pole 1 is used. Of telephone pole 12 due to earthquake due to elasticity of H steel 11 embedded in the center of 2 It has the advantage of preventing bending.

[0022] The concrete pile 10 containing steel rebar using H steel according to claim 5 is installed in the underground rock 18. Up to the center of the pile 10 The pile 10 bends due to the looseness of the ground due to the elasticity of the embedded H steel 11. It has the advantage of preventing glue.

[0023]

[Submission date] December 29, 1995

[Procedure amendment 1]

[Document name to be amended] Statement

[Correction target item name] Full text

[Correction method] Change

[Correction contents] [ Technical field to which the invention belongs ]

[0001]

[Industrial applications]

The present invention is Ru der intended to prevent the pile Dari prevent the bending of the same Dari prevent the collapse of the rebuild Toka piers by the earthquake a utility pole, and a cylinder of concrete by the earth drill method is bent by Yu Rumi of the ground.

[0002]

[Prior art]

A reinforced concrete pile at the bottom around the pillar portion Toka piers of the construction site of the building to create a foundation of reinforced concrete on the top driving to several bedrock suitable for a dedicated machine, and iron the intersections of rebar set the rebar in a grid pattern to the foundation on the part tied with wire bundles, and assembled with the rotation of the panel and the bolt rebar, washer, pour fresh concrete from the fresh concrete car on site into a frame provided with a frame with a nut to the fresh concrete inlet of the concrete pump truck, pump wheel of operation only write out into the frame as unexpected fall into the bubble using a vibrator or the like ready-mixed concrete the feed out is that ready-mixed concrete to the pipe tip end of the outlet of the pump car by workers in, the top from the first floor in order Reinforced concrete to proceed to the floor, build buildings, build concrete bridges , and bury them underground by concrete piles or earth drilling methods Door of the cylinder Toka telephone pole was also only same-filled reinforcing bars that are embedded in the concrete in order to maintain the strength of the concrete.

[0003]

[Problems to be solved by the invention]

Or reinforced concrete piers Toka building described in the prior art is bent broken for utility poles or bent by the cylindrical loosening of the ground of reinforced concrete to be buried underground by Rimata reinforced concrete pile Toka earth drill method, which was destroyed by the earthquake of earthquake Ru der what you try to provide a concrete product to prevent the the to.

[0004]

[Means for Solving the Problems]

In order to solve the above-mentioned problems, the present invention solves the above-mentioned problems by setting up a single pillar of H steel with an appropriate width at the center of a pillar or pier of a reinforced concrete building , installing a cross-shaped receiver with H steel at the bottom, and welding the contact points . Installed on top of the concrete base provided on the piled upper part, and place the H steel brace between the appropriate position of the upper part of the four cross-shaped H steel receiver and the appropriate measurement surface of the H steel support. Weld and fix, and attach H-steel beams and girders to bolts, washers and nuts on H-steel posts on each floor of the building, and weld H-steel braces between the sides of the columns and the H-steel beams and the bottom of the girders fixed, and piers finishing and around fixed by welding the lower the T-shaped central portion of the beam, the road width of the length of steel H in the upper end of the column through the concrete over preparative beating assembling work in reinforcing bars building and Toka pier, and a utility pole Toka concrete pile Toka earth Strut of H steel suitable width heart portion in the cylinder of reinforced concrete burying underground and one embedded steel reinforcing bars containing concrete by Lil method.

[0005]

[ Embodiment of the invention ]

The present invention prevents also bent by the elasticity of H steel utility poles of preventing also same steel rebar-filled concrete collapse since taken the above-mentioned means steel rebar-filled concrete building Toka piers by the earthquake by the elasticity of H steel also ground drill the bent steel rebar-filled concrete columns and steel rebar-filled concrete of the pile to be buried to the underground due to the loosening of the ground that can be prevented by the elasticity of one of H steel by the method.

[000 6 ]

【Example】

Hereinafter, embodiments of the present invention will be described with reference to the drawings. 1 and pile piles 10 in FIG. 2 is leaving 50cm position rebar in pile scraping piles dug in Yumbo around the pile Yes by implanting several suitable pile beating dedicated machine to base bottom position until it reaches the bedrock H steel inner is cut by gas cutting burner at the base upper position and crushed stone the spread of reinforced concrete to harden cross to its top with rammer foundation the provided upper to the appropriate length of which become receiving member 2 of the steel H that H steel both ends of the (a) to weld an iron plate C and the center of the steel H (Oh) as long as the name Ru H steel (already there U) welding a steel plate C at both ends of and H steel (Oh) H steel (already there U) on both sides welded to cross the and H steel (already there U) longitudinally H steel in the center of the iron plate C of (a) to the iron plate B welded for reinforcement and H receiving the H steel receptacle 2A pile upper portion position of the steel The doubles as a reinforcement between two and receptacle 2 welding (an iron plate C there is welded to both ends of the receptacle 2A) performs four. Then, eight iron plates B are vertically welded between the center of the iron plate C of the receiver 2A and the receiver 2 , and the lower part of the receiver ( 2 , 2A) and the upper part of the H steel 11 in the concrete pile are all illustrated. Fix by welding as in 3 .

[0007] The struts 3 H steel welding the abutting point of the vertical struts 3 lower and receptacle 2 upper vertically use tow truck and wire yer on top of the center portion of the receiving member 2 of the steel H in FIG. And Figure 3 and Figure 4 to the H steel posts 3 as shown below and H steel receptacle 2 top of a suitable position in the four H steel are prepared Me beforehand bracing 4 at both ends (H Steel side of the strut 3 performs welding on both sides iron plate a) welding carried out and a reinforcing iron plate B during the post 3 and the center of the H steel reinforcing iron plate a vertically and a reinforcing iron plate D laterally (2 places) the welding performed both sides, and pier top also (using the Re' car wheel and wire) and a lower portion of the central portion of the beam 5 at the upper end and H steel posts 3 H steel T-type welding fixed. Then, both ends of the H-steel brace 6 prepared in advance are fixed by welding, one at a time, to the appropriate position at the upper portion of the H-steel post 3 and at the appropriate lower portion near the center of the H-steel beam 5 . The reinforcing steel plate C is welded to both ends of the H steel beam 5 .

[0008] H steel 5 (column 3, receiving member 2, 2A, braces 4, 6 beams 5) around the tied intersections rebar 7 in assembling iron wire bundles with reinforcing bars 7 (deformed steel bars) and panel the outer frame is provided bolt and washer, from the fresh concrete car on site into the frame to secure the panel with the nut to fresh concrete inlet of the concrete pump truck, ready-mixed concrete poured incoming Re pump wheel (in operation) pipe outlet tip by to send out is to use a vibrator or the like by the workers of the raw concrete coming write-finishing out as unexpected air bubbles is into the concrete Ru.

[0009] FIG. 6 is a completed view of the pier in which the panels have been removed and the foundation has been backfilled.

[0010] FIGS. 7, 8 and 9 show the base of the building and the lower part of the pillar, and the method shown in FIGS. Work in the same way.

[0011] Figure 10 and column 20 and the beam 21 of bolt and washer likewise H steel each Kaiteki position of standoff 26 H steel buildings are processed beforehand in 11, by a nut as shown in FIG. 12 At the both ends of the H steel brace 28 previously prepared between the appropriate position of the H steel column 26 and the lower appropriate position of the H steel girder 20. Welding (welding of the reinforcing steel plate A to an appropriate position on the side surface of the H steel support 26) is performed. Then, the reinforcing iron plate B is vertically welded between the center of the reinforcing iron plate A and the column 26. Then perform welding at both ends of the braces doctor 28 which had been processed into between the pillars 26 suitable position and the beam 21 lower suitable position.

[0012] The foregoing skeleton of the outer around Ru and strapping the assembling exchange difference point in a grid by reinforcing bars 7 in Tetsutaba line, and bolts and washers provided a frame of Ri outer around the panels of steel H in FIG. 13, nuts in from the ready-mixed concrete car at the scene of the panel into the fixed frame of the concrete pump truck to raw concrete receiving port ready-mixed concrete was poured of pump car (operation in) raw concrete that come been issued are sent to pipe outlet tip Ru finish driving use a vibrator or the like by the operator a. (Assembling the rebars of the wall and ceiling in order from the foundation to the upper floor and proceeding with fresh concrete.)

[0013] In Fig. 14, the panels are removed and the foundation is backfilled to complete the building finishing work. This is a completed building 9.

[0014] Figure 15 and set up vertically the present invention the steel rebar containing concrete column 19 the earth drill method finishing Ru method diameter 35cm position of iron pipe 14 in the order Explaining length 3m position in the 16 pipes 14 among the pipe 14 to the tip blade edge length 1,5m position screw portion of the upper portion of the drill of the rotary shaft placed drill-shaped rotary shaft rotates convey rotation by the engine of the earth Sudoriru dedicated wheel axle into the in soil joint of the pipe 14 axis of rotation while digging deeply transportable out underground out of the sand repeatedly pull-out up soil the shaft carrying the pipe 14 (bolt, washer, secure the connecting part in the nut) plus up to perform bedrock 18 pipe 14 has reached the sediment to be carried out entirely or et rotary shaft and scan clew portion in the pipe 14 into the pipe 14 of the pulling pipe 14 (using a tow truck) ¥ columnar To set only insert a rebar 7 of length 3m position you gave, and this in mind part in the rebar 7 H steel of appropriate width in the 3m position (use a tow truck) inserted into the foot joint until it reaches the bedrock welding was carried out poured the ready-mixed concrete received ready-mixed concrete to the entrance is the mouth of the concrete pump trucks from the ready-mixed concrete vehicles When you finish the installation, and the pump cars (in operation) in the pipe 14 by the operator of the raw concrete to come out to the pipe outlet tip to cast a line had pipe 14 the unexpected like concrete beating finish entering air bubbles into the use raw concrete Baibure ter, etc. (use the tow truck and the wire) finish the cylindrical 19 of the steel rebar-filled concrete shown in raising 17.

[0015] The H steel 11 shown in FIG. 18 is a pillar at the center of a steel pole with steel reinforced concrete. As shown in FIG. 19 and FIG. 20, the electric pole main body 12 is fitted into the electric pole manufacturing frame 23 made of iron. Reinforcement 7 assembled in a conical shape into the pole manufacturing frame 23 with a space of about 8 cm at both ends Insert as open length. And a suitable length of the same length as this conical reinforcing bar 7 An H steel column 11 having a width is inserted into the center of the conical reinforcing bar 7. And handle 13 The female screw to be screwed in is also installed at an appropriate interval to the mounting position of the telephone pole manufacturing frame 23. 23. Concrete concrete with steel frame shown in Fig. 21 Telephone pole.

[0016] The H steel 11 shown in FIG. 22 is a support at the center of the pile of concrete with steel frame reinforcement. As shown in FIGS. 23 and 24, cylindrically assembled into an iron pile manufacturing frame 24 The center of the reinforcing bar 7 that has taken up the reinforcing bar 7 to both ends of the pile manufacturing frame and assembled it into a cylindrical shape Into the pile manufacturing frame 24, insert one H steel support 11 A steel plate conical part F at the tip of the iron and a steel plate ring part G at the other end are made of H steel. Is welded to both ends of the pillar 11 and both ends of the cylindrical reinforcing bar 7 to form the inside of the pile manufacturing frame 24. Concrete pie with steel frame rebar shown in Fig. 25 after heaving concrete And

[ 0017 ]

[ Effect of the invention ]

Since the present invention is configured as described above, the following effects can be obtained.

[0018] In the concrete pier 8 made of steel and steel bar using H steel according to claim 1, The elasticity of the H steel embedded in the core has the advantage of preventing collapse due to an earthquake.

[0019] In the concrete building 9 with steel frame reinforcing steel using H steel according to claim 2, Collapse by earthquake due to elasticity of H steel embedded in the center of concrete column There are advantages to prevent.

[0020] 4. A concrete column 1 with steel rebar using H steel by the earth drill method according to claim 3. 9 is driven into the underground rock 18 and Concrete due to loose ground due to elasticity of H steel 11 embedded in the center There is an advantage of preventing the pillar 19 from being bent.

[0021] In the concrete electric pole 12 containing steel frame reinforcing steel using H steel according to claim 4, the electric pole 1 is used. Of telephone pole 12 due to earthquake due to elasticity of H steel 11 embedded in the center of 2 It has the advantage of preventing bending.

[0022] The concrete pile 10 containing steel rebar using H steel according to claim 5 is installed in the underground rock 18. Up to the center of the pile 10 The pile 10 bends due to the looseness of the ground due to the elasticity of the embedded H steel 11. It has the advantage of preventing glue.

[0023]

[Brief description of the drawings]

FIG. 1 shows the structure of the pier of the present invention,
It is the top view which installed the cross type receiver 2 with steel.

FIG. 2 shows a steel pier (frame) in which an H-steel support 3 is erected on the center upper portion of the cross-shaped receiver 2 of the present invention, and an H-steel beam is welded on the support upper portion, and braces 4 and 6 are welded and fixed. FIG.

FIG. 3 is a front view in which a welding portion between the iron plate A and the iron plate B in FIG. 2 is easily seen.

FIG. 4 is a plan view of the iron plate A and the iron plate B shown in FIGS.

FIG. 5 is a front view in which the periphery of the steel frame of FIG. 2 is incorporated with a reinforcing bar (deformed bar).

FIG. 6: An outer frame is provided around the frame of the steel pier and the reinforcing steel of the pier in FIG. 5, and ready-mixed concrete is poured into the outer frame. After a few days, the concrete is solidified, and then the outer frame is removed to complete the concrete pier with the steel reinforced steel. It is the front view made into a figure.

FIG. 7 is a cross-sectional perspective view of a concrete building with steel frames according to the present invention, in which a column portion of H steel is indicated by a dotted line.

FIG. 8 is a front view of a steel frame (H steel) of a base portion of a framework (H steel) which is a center of a pillar of a concrete building with steel frames.

FIG. 9 is also a column B of a concrete building with steel reinforced steel,
It is the front view which incorporated the rebar around the frame of H steel of C part.

Fig. 10 Plane of concrete pile with steel reinforced concrete according to the present invention is driven into the lower part of a pillar or a pier of a building (or appropriate number of columns of concrete with steel reinforced steel of the present invention made by earth drilling method). FIG.

FIG. 11 is a cross-sectional perspective view of a utility pole 12 made of H steel and steel-reinforced concrete according to the present invention.

FIG. 12 is a side view of the completed electric pole 12 made of concrete with steel frames.

FIG. 13 is a cross-sectional perspective view of the concrete pile with H-steel rebar according to the present invention.

FIG. 14 is a side view of the completed concrete pile 10 with steel frames.

FIG. 15: A pipe (iron) is reached to the bedrock by the earth drilling method, and a reinforcing bar having a cylindrical shape is inserted into the pipe 14 (H steel is put at the center of the reinforcing bar at the same time as the reinforcing bar). It is sectional side view which made steel 11 reach.

FIG. 16 is a plan view in which the reinforcing bar 7 and the H steel 11 assembled in a columnar shape into the pipe 14 of the earth drill method are also shown.

FIG. 17 is a side view of a concrete cylindrical column containing steel rebar in which concrete has been driven into the bedrock 18 from a ready-mixed concrete truck through a pump truck.

[Explanation of symbols]

 DESCRIPTION OF SYMBOLS 1 Reinforced base 2 H steel receiver 3 H steel support 4 H steel brace 5 H steel beam 6 H steel brace 7 Reinforcement (deformed bar) 8 Bridge pier made of steel with steel reinforcement 9 Made of concrete with steel reinforcement Building 10 Concrete pile with steel reinforced steel 11 H steel 12 Telegraph pole 13 Handle 14 Pipe (steel) 15 Bolt 16 Nut 17 Electric wire 18 Rock 19 Rock column 19 Concrete column with steel reinforced steel A Steel plate B Steel plate C Steel plate D Steel plate A H steel support B Steel column C Steel column D Steel column A Steel H receiver H Steel receiver H Steel receiver

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[Procedure amendment]

[Submission date] April 10, 1995

[Procedure amendment 1]

[Document name to be amended] Statement

[Correction target item name] Full text

[Correction method] Change

[Correction contents]

[Document Name] Statement

[Name of device] Concrete with steel frame

[Utility model registration claims]

[Brief description of the drawings]

FIG. 1 shows a concrete pile with steel frames of the present invention .
(If the bedrock is deep)
Driving an appropriate number of pieces until reaching the underground rock around the hit
Only (or the steel drilled steel bar of the present invention
Finished an appropriate number of pillars of concrete))
It is the top view which installed the cross type receiver 2 with H steel on the base 1 of the base.

FIG. 2 (Concrete pie with steel frame rebar)
The H-shaped steel column 3 is erected on the upper part of the center of the cross-shaped receiver 2 of the present invention, the H-beam is welded on the upper part of the column, and the braces 4 and 6 are welded. It is a front view of the steel frame (frame) of the fixed pier.

FIG. 3 shows a central portion of a concrete pile 10 with steel frame reinforcement .
Of H-steel 11 and H-steel receiver 2 on bridge pier and receiver and brace
FIG. 3 is a front view in which a welding portion at a lower portion of 2A is made easy to see, and a welding portion of iron plates A, B, C, and D in FIG. 2 is made easy to see.

FIG. 4 is a cross-sectional plan view of the iron plates A, B , C, and D of FIGS.

FIG. 5 is a front view in which the periphery of the steel pier of FIG. 2 is incorporated with a reinforcing bar (deformed steel bar).

6 is an outer frame around the steel pier and reinforcing bar skeleton of the pier in FIG. 5;
(A panel is fixed with a bolt and a nut) , fresh concrete is poured into it, and after several days elapses, the concrete is solidified, the outer frame is removed, and a completed view of a concrete pier with steel-framed rebar is shown.

FIG. 7 shows a concrete pile with steel frames of the present invention.
(If the bedrock is deep) shirttail welding while several striking <br/> included in the room rate only applies the peripheral corresponding to pillar lower part of the building to reach the bedrock of underground (or the present invention of steel rebar containing concrete made with earth drill method Make an appropriate number of pillars ) and of the present invention
Strike the base 1 on the base of the lower part of the building column and cross shape with H steel
FIG. 4 is a plan view in which the receiver 2 of FIG.

FIG. 8: Central part of concrete pile 10 with steel frame reinforcement
Of the H steel at the top of the H steel 11 and at the bottom of the H steel column 3 of the building
It is easy to see the welded part on the lower part of the receiver 2 and the receiver and brace 2 '
And it is easy to see the welding points of iron plates A, B, C, D
Is the front view.

Fig. 9 (A) Driving concrete pile with steel frame rebar into rock
Spread the gemstone under the base and harden it from above with a rammer.
And H steel brace 6, between the H steel column 3 and the girder 20 ,
Is fixed by welding or bolts and nuts, and H
Steel 11, the upper and receptacle 2 is a side view of a place that is welded to the bottom of. (B) It is a sectional perspective view of the 2nd floor or the 3rd floor part of Drawing A. (C) Reinforcing bar 7 is installed around the steel frame shown in Fig.
And the rebar of the base part are welded, and on the base (base)
From the pile, the reinforcing steel at the base and the reinforcing steel at the base
It is a side view of the place where it welded.

FIG. 10: Completion of a concrete building with steel frames of the present invention
3 is a cross-sectional perspective view of FIG.

FIG. 11 is a cross-sectional perspective view of a utility pole 12 made of H steel and steel-reinforced concrete according to the present invention.

FIG. 12 is a side view of the completed electric pole 12 made of concrete with steel frames.

FIG. 13 is a cross-sectional perspective view of the concrete pile 10 with steel frame rebar of H steel according to the present invention.

FIG. 14 is a side view of the completed concrete pile 10 with steel frames.

FIG. 15: A pipe (iron) is reached to the bedrock by the earth drilling method, and a reinforcing bar having a cylindrical shape is inserted into the pipe 14 (H steel is put at the center of the reinforcing bar at the same time as the reinforcing bar). It is sectional side view which made steel 11 reach.

FIG. 16 is a plan view in which the reinforcing bar 7 and the H steel 11 assembled in a columnar shape into the pipe 14 of the earth drill method are also shown.

FIG. 17 is a side view of a concrete cylindrical column containing steel rebar in which concrete has been driven into the bedrock 18 from a ready-mixed concrete truck through a pump truck.

[Description of Signs] 1 Base with rebar 2 H steel receiver 2 AH steel receiver and brace 3 H steel support 4 H steel brace 5 H steel beam 6 H steel brace 7 Rebar (deformed bar) 8 Bridge pier made of concrete with steel reinforced steel 9 Concrete building with steel reinforced concrete 10 Concrete pile with steel reinforced steel 11 H steel 12 Electric pole 13 Handle 14 Pipe (steel) 15 Bolt 16 Nut 17 Electric wire 18 Rock 19 Rock of concrete with steel reinforced concrete Column 20 H Gold girder 21 H Steel or channel or angle brace A Iron plate B Iron plate C Iron plate D Iron plate E Grindstone A H steel support b H steel support c H steel support d H steel support a H steel support H steel receiver H steel receiver

[Procedure amendment 2]

[Document name to be amended] Drawing

[Correction target item name] All figures

[Correction method] Change

[Correction contents]

FIG.

FIG. 2

FIG. 3

FIG. 4

FIG. 6

FIG. 7

FIG. 13

FIG. 16

FIG. 5

FIG. 8

FIG. 10

FIG. 11

FIG.

FIG. 14

FIG.

FIG. 9

FIG. ────────────────────────────────────────────────── ───

[Procedure amendment]

[Submission date] December 27, 1995

[Procedure amendment 1]

[Document name to be amended] Statement

[Correction target item name] Full text

[Correction method] Change

[Correction contents]

[Document Name] Statement

[Name of device] Concrete with steel frame

[Utility model registration claims]

[Brief description of the drawings]

FIG. 1 is a plan view of a pier base 1 and receivers 2 and 2A .

FIG. 2 is a front view in which a work state of a pier is easily seen.

FIG. 3 is a front view in which a pier foundation is easy to see.

FIG. 4 is a cross-sectional plan view of FIG.

[5] The steel frame around 2 is a front view with assembled in reinforcement 7.

FIG. 6 is a front view of a completed pier.

FIG. 7 is a plan view of a building base 1 and receivers 25 and 25A .

FIG. 8 is a front view in which the foundation of a pillar of a building is easy to see.

Is a cross-sectional planar view of FIG. 8;

FIG. 10 is a perspective view of a building construction operation .

FIG. 11 is a front view showing a state in which building construction is being performed .

FIG. 12 makes it easy to see the mounting portion between the column 26 and the girder 20.
FIG .

FIG. 13 is a front view showing a state in which building construction is being performed .

FIG. 14 is a positive side view of the building completed.

FIG. 15 is a cross-sectional measurement diagram of the state in which the earth drill method is being performed .

FIG. 16 is a plan view of FIG.

FIG. 17 shows the completed concrete cylinder 19
It is combing the figure.

FIG. The pillar 11 is made of H steel used for the utility pole 12.

FIG. The pole 11 and the reinforcing bar 7 used for the utility pole 12
You.

FIG. It is a top view of a telephone pole 12 manufacturing process.

FIG. 21 It is a use drawing of the completed electric pole 12.

FIG. It is a pillar 11 of H steel used for a pile.

FIG. 23 The pillar 11 and the reinforcing bar 7 used for the pile.

FIG. 24 It is a top view of a pile manufacturing process.

FIG. 25 It is a side view of the completed pile 10.

[Reference Numerals] 1 base 2 H steel receptacle 2A H steel receptacle 3 H steel struts 4 H steel braces 5 H Beam 6 H steel braces 7 reinforcing bars 8 Steel rebar cored concrete piers 9 steel of the Concrete building with reinforced concrete 10 Concrete pile with steel reinforced steel 11 H steel 12 Concrete electric pole with steel reinforced steel 13 Handle 14 Steel pipe for earth drill 15 Bolt 16 Nut 17 Electric wire 18 Rock 19 Metal column with steel reinforced concrete 20 H steel girder 21 H steel beam 22 steel plate for continuation 22A steel plate for continuation 22B steel plate for continuation 23 power pole manufacturing frame 24 pile manufacturing frame 25 H steel receiver 25A H steel receiver 26 H steel support 27 H steel bracing 28 H steel braces 29 washers a reinforcing steel plate B receiving body have received the H steel reinforcing iron C reinforcing iron D reinforcing iron E frame stone F iron steel cone G iron metallic ring Oh H steel Cormorant receiving body of H steel receptacle or H steel receptacle your H steel receptacle example H steel

[Procedure amendment 2]

[Document name to be amended] Drawing

[Correction target item name] All figures

[Correction method] Change

[Correction contents]

FIG.

FIG. 2

FIG. 4

FIG. 5

FIG. 6

FIG. 7

FIG. 16

FIG.

FIG. 3

FIG. 8

FIG. 9

FIG. 10

FIG. 11

FIG.

FIG.

FIG.

FIG. 13

FIG. 14

FIG.

FIG.

FIG. 21

FIG.

FIG. 23

FIG. 24

FIG. 25 ────────────────────────────────────────────────── ───

[Procedure amendment]

[Submission date] December 29, 1995

[Procedure amendment 1]

[Document name to be amended] Statement

[Correction target item name] Full text

[Correction method] Change

[Correction contents]

[Document Name] Statement

[Name of device] Concrete with steel frame

[Utility model registration claims]

[Brief description of the drawings]

FIG. 1 is a plan view of a pier base 1 and receivers 2 and 2A .

FIG. 2 is a front view in which a work state of a pier is easily seen.

FIG. 3 is a front view in which a pier foundation is easy to see.

FIG. 4 is a cross-sectional plan view of FIG.

[5] The steel frame around 2 is a front view with assembled in reinforcement 7.

FIG. 6 is a front view of a completed pier.

FIG. 7 is a plan view of a building base 1 and receivers 25 and 25A .

FIG. 8 is a front view in which the foundation of a pillar of a building is easy to see.

Is a cross-sectional planar view of FIG. 8;

FIG. 10 is a perspective view of a building construction operation .

FIG. 11 is a front view showing a state in which building construction is being performed .

FIG. 12 makes it easy to see the mounting portion between the column 26 and the girder 20.
FIG .

FIG. 13 is a front view showing a state in which building construction is being performed .

FIG. 14 is a positive side view of the building completed.

FIG. 15 is a cross-sectional measurement diagram of the state in which the earth drill method is being performed .

FIG. 16 is a plan view of FIG.

FIG. 17 shows the completed concrete cylinder 19
It is combing the figure.

FIG. The pillar 11 is made of H steel used for the utility pole 12.

FIG. The pole 11 and the reinforcing bar 7 used for the utility pole 12
You.

FIG. It is a top view of a telephone pole 12 manufacturing process.

FIG. 21 It is a use drawing of the completed electric pole 12.

FIG. It is a pillar 11 of H steel used for a pile.

FIG. 23 The pillar 11 and the reinforcing bar 7 used for the pile.

FIG. 24 It is a top view of a pile manufacturing process.

FIG. 25 It is a side view of the completed pile 10.

[Reference Numerals] 1 base 2 H steel receptacle 2A H steel receptacle 3 H steel struts 4 H steel braces 5 H Beam 6 H steel braces 7 reinforcing bars 8 Steel rebar cored concrete piers 9 steel of the Concrete building with reinforced concrete 10 Concrete pile with steel reinforced steel 11 H steel 12 Concrete electric pole with steel reinforced steel 13 Handle 14 Steel pipe for earth drill 15 Bolt 16 Nut 17 Electric wire 18 Rock 19 Metal column with steel reinforced concrete 20 H steel girder 21 H steel beam 22 steel plate for continuation 22A steel plate for continuation 22B steel plate for continuation 23 power pole manufacturing frame 24 pile manufacturing frame 25 H steel receiver 25A H steel receiver 26 H steel support 27 H steel bracing 28 H steel braces 29 washers a reinforcing steel plate B receiving body have received the H steel reinforcing iron C reinforcing iron D reinforcing iron E frame stone F iron steel cone G iron metallic ring Oh H steel Cormorant receiving body of H steel receptacle or H steel receptacle your H steel receptacle example H steel

[Procedure amendment 2]

[Document name to be amended] Drawing

[Correction target item name] All figures

[Correction method] Change

[Correction contents]

FIG.

FIG. 2

FIG. 4

FIG. 5

FIG. 6

FIG. 7

FIG.

FIG. 16

FIG. 3

FIG. 8

FIG. 9

FIG. 10

FIG. 11

FIG.

FIG. 14

FIG.

FIG. 21

FIG. 13

FIG.

FIG.

FIG.

FIG.

FIG. 23

FIG. 24

FIG. 25

[Procedure amendment 3]

[Document name to be amended] Statement

[Correction target item name] Full text

[Correction method] Change

[Correction contents]

[Document Name] Abstract

【wrap up】

A same or bent is a utility pole reinforced concrete piers Toka buildings or collapsed Ri by <br/> to the earthquake, and iron
Concrete piles or earth drills with bone reinforcement
Reinforced concrete cylinders buried underground at ground level
You or bent by Rumi.

Of A present invention of H steel use building Toka piers of steel rebar-filled concrete pillars can be prevented a collapse caused by the earthquake by the elasticity of H steel, also of steel rebar containing co-<br/> Nkurito of H steel use Electric poles can also prevent bending due to earthquakes
And concrete pile with steel rebar using H steel and concrete with H steel using earth drilling method
Cleat cylinder is loosened due to ground strength due to elasticity of H steel
Bending can be prevented .

.FIELD 5

Claims (3)

[Utility model registration claims] (1) As described in 0007, a steel column of H steel is inserted into the center of a conventional reinforced concrete, and a round or square concrete reinforced concrete column is used as a bridge pier or an expressway (consolidated) pier. H steel steel frame used for pillars of buildings. 2. The center of a concrete pile (Fig. 13) or the center of a reinforced concrete column (Figs. 15 and 17) made by the earth drilling method. H-steel used for concrete piles with steel frames. 3. H steel is used as a concrete power pole with steel reinforced steel in the center of the power pole so that the power pole does not collapse due to the driver's collision with the power pole (see FIG. 11 from end to end). .