JP2007284922A - Method of constructing steel frame of building - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a method of constructing the steel frames of a building capable of reasonably advancing the construction of a steel frame structure even if a space over or around a site is limited. <P>SOLUTION: In this method, a portal steel frame construction stand 5 is constructed in an erection area determined at the end of the site S. A portal steel frame module β1 having a predetermined column span is constructed on the portal steel frame constructing stand 5, and moved to the site S side. After the portal steel frame module β1 has been moved, the step of constructing a subsequent portal steel frame module β2 successively after the preceding one β1 is repeatedly performed on the portal steel frame constructing stand 5. A steel structure α in continuous with the erection area R is disposed on the flat surface of the site S, and installed on the site S. By the method, the portal steel frame structure α can be constructed in the site by the laterally moving construction method in which the portal steel frame modules β1 to β5 are fed in order from the end of the site S, the space over the site is not used for the construction, and the moved amount is minimized. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

  The present invention relates to a building steel construction method for constructing a steel structure of a building on a site where restrictions such as altitude restrictions and the use of large heavy machinery are imposed.

  When building a steel structure in a building, large heavy machinery, many using large crane devices, extending the boom from the large crane device to the upper part of the site, using hooks that descend from the boom, each member of the steel structure, A column member, a beam member, a girder member, etc. are suspended in the site and assembled in the site.

  Construction of such a steel structure requires that the boom can be extended over the site and that a large crane device can be deployed near the site.

  However, this construction may not be possible due to restrictions on the situation around the site. For example, the transmission line passes over the site and the boom of the crane device cannot be extended over the site, or the site is blocked by an existing building and a large crane is installed around the site (including the frontage). For example, there may be no space to bring the device.

  In such a case, only the column part of the steel frame structure is installed on the site in advance, a temporary rail is installed between the tops of the column parts, and the beam members are slid with this rail and installed between the column parts. A construction method is used.

  However, in order to install the column part in advance, it is necessary to suspend the column part from the sky above the site, so if the transmission line passes directly above the building to be built, It is difficult to cope with even the construction method that installs only in advance.

Therefore, as disclosed in Patent Document 1, a dedicated construction area is separately provided in a site portion adjacent to the site where the steel structure is installed, and a gate shape with a predetermined column span is provided in this construction area. Assemble the steel structure, move the assembled steel structure from the building area to the opposite side of the site, and arrange it from the same point to the vicinity of the building area in order to form a portal steel structure There is a construction method to build the body.
JP-A-8-13830

  With this construction method, a gate-shaped steel structure can be constructed even under the restrictions of the sky and the surroundings of the site, but the skeletal structure constructed in the construction area is a construction method arranged from the end opposite to the construction area. The amount of movement of the steel structure is large, and it is easy to spend a lot of time on the construction of the reinforcing bar structure.

  Therefore, an object of the present invention is to provide a steel frame construction method for a building in which the construction of a steel structure can be rationally advanced even under restrictions on the site sky or around the site.

  In order to achieve the above object, the invention according to claim 1 defines the end side of the site where the steel structure of the building is constructed as a construction area, and constructs a portal steel construction base in the construction area. And a built-in gate-shaped steel frame with a built-in bridge-shaped steel frame, the steel structure is divided by a predetermined column span. The steel module construction process for building the structure, the moving process of moving the gate-shaped steel module built on the platform for building the portal steel frame to the site side on the platform for the bridge-shaped steel frame construction, After the movement is completed, the subsequent steel building process for building the subsequent gate-shaped steel module in succession to the portal steel module, and the moving process and the subsequent steel building process are repeated on the platform for building the gate-shaped steel frame, The gate-shaped steel frame module that continues from the building area is made on the floor of the site. A progressive step of placing the bone structure, and the steel structure is adopted a method constructed having a mounting step of installing the premises.

  The invention according to claim 2 is the portal steel frame that is finally arranged in the building area after installing the steel structure so that the construction of the portal steel structure is completed within the site where the building is installed. It was assumed to have a process of building a module.

  In the invention according to claim 3, the gate-type steel frame construction table in the platform construction process has a beam support portion on the upper part so that each process can be realized with a simpler structure. The portal steel module is constructed while supporting the load with the beam support part of the portal steel construction base, and the moving process is each pillar of the portal steel module constructed with the portal steel construction base on the site. A pair of rails that pass through the point where the part is located to the opposite end of the site are laid, and the girder part of the gate-shaped steel module built in the steel module construction process is placed on a roller base that can move on the rail. The entire gate-shaped steel module thus constructed is moved to the site side along the gate-shaped steel frame construction table, and the subsequent steel-frame building process is performed after the gate-shaped steel module is moved along the rail. On the base of the steel construction table, the portal steel module The following gate-shaped steel module is constructed by connecting the cable, and the forward-feeding process repeats the moving process and the subsequent steel-frame building process, and the gate-shaped steel module is continuously formed on the rail from the gate-shaped steel frame building table. The steel structure made by the continuous gate-shaped steel module is placed on the ground plane of the site, and the installation process is performed by moving the column end of the steel structure from the rail to the column installation surface on the site. I did it.

  In the invention according to claim 4, the steel module construction process is performed by lifting the pillar portion on the gate-shaped steel construction table so that the portal steel module can be constructed without imposing excessive burden. A module was built.

  In the invention according to claim 5, the installation process uses a rail that can be divided into a rail part facing the column part installation surface so that the steel structure can be installed while suppressing the descending amount as much as possible. After the steel structure is placed on the site using the split-gate steel module, the rail removal process to remove the rail part facing the pillar installation surface, and each pillar opened by removing the rail piece Leg mounting process for installing each of the pillar lower pieces divided on the part installation surface, positioning process for positioning the lower end of the pillar part of the steel structure to the pillar lower part by moving the steel structure, and lowering the steel structure And a fixing step in which the lower end of the column part is abutted against and fixed to the upper end of the column lower piece.

  In the invention according to claim 6, the fixing step is performed such that the lower end of the column portion and the column portion installation surface are fixed so that the lower end of the column portion can be assembled with high accuracy to the column lower piece installed on the column portion installation surface. A step of mounting a guide portion for guiding the lowering of the column portion between the upper end of the column lower piece installed on the column, and removing the roller base to lower the steel structure, so that the lower end of the column portion is The guide includes a step of abutting while positioning to the upper end of the column lower piece, and a step of attaching the abutted column portion and the column lower portion.

  In the invention according to claim 7, the steel structure is lowered by a small amount of descent so that the lower end of the column and the column lower piece can be assembled without affecting the steel structure. The lowering was performed in order of a plurality of steps until the lower end abuts the pillar lower piece.

  According to the first aspect of the present invention, a gate-shaped steel structure can be constructed on the site by a laterally movable construction method in which the gate-shaped steel module is sequentially fed from the end of the site and the amount of movement of the members is suppressed as much as possible. . In addition, the construction method can sufficiently cope with the restrictions on the site and the surrounding area of the site, and can reasonably proceed with the construction of the steel structure even on the site and in the vicinity of the site.

  According to invention of Claim 2, in addition to the said effect, the construction | work of the construction of a steel structure can be completed only within the site of a building, and it can construct a steel structure rationally, aiming at space saving. it can.

  According to invention of Claim 3, in addition to the said effect, each process is realizable with a simple structure.

  According to invention of Claim 4, in addition to the said effect, a portal steel frame module can be constructed | assembled, without forcing an excessive burden (stress, load, etc.) to a pillar part.

  According to invention of Claim 5, in addition to the said effect, by installing the divided | segmented pillar lower piece on a pillar part installation surface, and determining the point where a pillar part assemble | attaches in a position higher than a pillar part installation surface. The column part of the steel structure can be installed with a small descent amount, which is excellent in terms of safety.

  According to the invention described in claim 6, in addition to the above effect, the lower end of the column part can be assembled with high accuracy to the column lower part piece installed on the column part installation surface without fear of shifting. .

  According to the seventh aspect of the present invention, in addition to the above effect, the lower end of the column part can be assembled to the column lower piece without causing excessive stress in the steel structure.

[One Embodiment]
Hereinafter, the present invention will be described based on an embodiment shown in FIGS.

  In FIG. 1, S indicates a square site where a large building (not shown) such as a gymnasium is constructed. The site S is in a situation where a building cannot be constructed by a normal construction method using a large crane device (large heavy machinery) due to the environment around the site. Specifically, for example, as shown in FIG. 1, in the sky above the site S, a plurality of power transmission lines H pass through a point corresponding to a position directly above the building, and the boom of the large crane device extends to the sky above the site. Absent. In addition, the surroundings of the site S are blocked by the adjacent land boundary T3 where the existing buildings T1, T2 and trees (not shown) are planted, and the entrance E leading from the site S to the road (not shown) is narrow, In the vicinity of the site S, there is a situation in which it is not possible to secure a space for attracting a large crane device.

  For example, when building a portal steel structure α having a height dimension just below the transmission line H as shown in FIG. Will be explained.

  Here, for example, in the steel structure α, a plurality of gate-shaped steel frames α1 arranged in parallel as shown in FIG. 6 and a girder member α2 (the girder of the present application) that connects each portion between the gate-shaped steel frames α1. It is assumed that a structure is used in combination. The gate-shaped steel frame α1 has a large beam member 1 (corresponding to the beam portion of the present application) at the top, and column members 2 (corresponding to the column portions of the present application) at both ends of the beam member 1. It is assumed that a structure configured as described above is used. Each column member 2 has a structure divided at the lower portion as shown in FIG. 19, that is, a structure divided into a main body portion 2a and a leg portion 2b (corresponding to a column lower piece of the present application).

  The procedure of the steel frame construction method is shown in the perspective view shown in FIGS. 2 to 6 and the side view shown in FIGS. Details of devices and structures used in this procedure are shown in FIGS. In addition, the site | part S is making the up-down direction into the width direction in FIG. 1, for example, and making the left-right direction into the front-back direction.

  The procedure of the steel building construction method will be described with reference to these figures. First, as shown in FIGS. 1 and 2, one end of the site S, here, for example, the end on the frontage E side avoiding the transmission line H, for example. The construction area R is determined with a predetermined width. And in this building area R, as shown in FIG. 2, the height dimension is slightly smaller than the inner dimension of the gate-shaped steel frame construction table, for example, the steel structure α, according to the height dimension of the building. The gantry 5 having a size that occupies most of the area R is constructed (table construction process).

  As shown in FIG. 2, the gantry 5 includes, for example, a plurality of gantry 6 erected along the width direction of the building area R, and a floor member 7 (forming a work floor) passed between the gantry 6. Member) and a beam support portion 8 installed on the floor member 7. Among these, for example, the beam support portion 8 includes a support base 10 that is supported by a plurality of jacks 9 that are respectively installed at a point that is the center in the width direction of the site S of the floor member 7 and points (three places) on both sides thereof. For example, it has a beam receiving jack 11 installed on the upper surface of the support base 10 at intervals of two front and rear spans. Of course, each part of the gantry 5 has a size suitable for manufacturing and supporting the portal steel frame α1.

  Further, as preparation for the construction of the steel structure α, at the both ends in the width direction of the site S, as shown in FIG. 1, for example, the column position of the building, here the outermost column position in the left-right direction of the steel structure α Accordingly, a pair of rail members 12 (corresponding to the rails of the present application) are provided from one end of the site S to both ends of the gantry 5 to the other end. The rail member 12 is made of, for example, an H-shaped steel material. Further, as shown in FIGS. 7 and 18, the rail member 12 is laid by being floated from the site surface by a plurality of platform parts 13 interposed between the site S part and the platform part 13 minutes. Here, as shown in FIG. 18, among the rail members 12, each rail portion 12a located at a point facing the installation surface S1 (corresponding to the column portion installation surface of the present application) on which the column member 2 of the steel structure α is installed. Can be divided, and only the rail portion 12a can be removed from the main body 12b of the rail member 12 as necessary. For example, as shown in FIG. 18, this divided structure uses a structure in which the rail portion 12a is detachably connected to the main body 12b with a fastener, for example, a bolt nut 12c. However, the base portion 13 is arranged at a point that does not hinder the installation of the column member 2.

  In the steel building method, after the structure for building the steel structure α is prepared in this way, first, on the gantry 5, for example, a small lifting device (small crane device) or the like is used. The gate-shaped steel frame module divided by 1 is constructed here, for example, a gate-shaped steel module β1 for two column spans (steel module construction step).

  In this construction, for example, various operations are performed on the beam receiving jack 11 on each support base 10 using the floor member 7 as a work place. For example, various beam members are placed on a beam receiving jack 11 to manufacture beam members 1 (three) for each column span, or the main body portion 2a of the column member 2 is connected to both ends of the three beam members 1. Assembling is performed by assembling the gate-shaped steel frame α or connecting the beam members 1 of the steel frame α and the main body portions 2a of the column members 2 with the beam member α2. In particular, the work of assembling the column member 2 is performed while the main body 2 a is slightly lifted from the rail member 12 by supporting the beam member 1 by the beam receiving jack 11. Construction of the steel module β1 performed while supporting the load with the beam receiving jack 11 prevents an excessive load or stress from being applied to the main body 2a of the column member 2.

  As a result, as shown in FIG. 3, a modular steel structure on the base of the gantry 5, that is, the portal member in which the beam member 1 for two column spans, the main body 2 a of the column member 2, and the girder member α 2 are combined. The steel module β1 is assembled.

  When the construction of the portal steel module β1 is finished, the portal steel module β1 arranged so as to occupy most of the base of the gantry 5 is shifted to the end side of the gantry 5 by a predetermined distance (movement). . Here, the two pillar spans are moved to the site S side (moving step).

  For example, as shown in FIG. 4, FIG. 7 and FIG. 17, first, the girder member α2 is connected directly below the girder member α2, which connects the main body portions 2a (column members 2) of the portal steel module β1. After placing a roller base, for example, a heavy material transport roller body 15 on each rail portion below the end side, the beam receiving jack 11 is moved downward to place the beam member α2 on the heavy material transport roller body 15. Work to put on. At this time, the spacer member 16 is interposed between the upper receiving surface of the heavy article transport roller 15 and the beam member α2 so that the main body 2a of the column member 2 and the rail member 12 do not interfere with each other. Note that when loading, the main body portions 2a (column members 2) of the gate-shaped steel frame module β1 do not spread outward due to the applied load, as shown in FIG. As shown in FIG. 17, an inner portion (portion-shaped steel frame) is provided on the heavy-weight transport roller 15 so that the heavy-weight transport roller 15 does not come off the rail member 12 in the same manner. For example, a product having a rail detachment prevention roller 18 in contact with the side portion of the rail member 12 is used on the side facing the inside of the module β1. When this mounting work is completed, as shown in FIGS. 4 and 7, for example, a feeding device, for example, a pair of clamping functions, is attached to the left and right main body portions 2a (column members 2) at the rearmost of the portal steel module β1. Each of the small hydraulic cylinders 20 is assembled to move the portal steel module β1. Specifically, for example, as shown in FIG. 16, each of the hydraulic cylinders 20 has an attachment seat portion 21 that is detachably attached to the lower end side portion of the main body portion 2 a (column member 2) at one end portion. A structure having a rail member 12 and a clamp portion 22 that can be clamped at the end is used. Then, the movement of the gate-shaped steel frame module β1 allows the both hydraulic cylinders 20 to expand and contract synchronously by supplying hydraulic pressure while changing the clamp position of the rail member 12 as shown in FIGS. By doing so, for example, as shown in FIG. 8, it is performed by moving forward on the rail member 12 by two column spans.

  When the movement of the portal steel module β1 is finished, the portal steel module β1 is restrained so as not to move using, for example, a restraining tool, for example, a restraining wire rope 23, as shown in FIG. Also, the hydraulic cylinder 20 is removed.

  After that, as shown in FIG. 5, on the base of the gantry 5 opened by the movement of the portal steel module β1, a subsequent portal steel module β2 is constructed following the portal steel module β1 (subsequent steel construction process). . Specifically, for example, as in the case of the portal steel module β1, the beam members 1 (two) for each column span are manufactured using various beam members and the two rear beam receiving jacks 11. Or connecting the main body 2a of the column member 2 to both ends of the two beam members 1, or between the beam members 1 of the subsequent portal steel module β2 including the preceding portal steel module β1 and the columns. The operation is performed by connecting the main body portions 2a of the members 2 with the beam member α2. At this time, the preceding gate-shaped steel frame module β1 is placed on the heavy-weight conveying roller body 15, while the subsequent portal-shaped steel module β2 is slightly separated from the heavy-weight conveying roller body 15. However, the portion connecting the preceding gate-shaped steel module β1 and the succeeding portal-shaped steel module β2 has a structure capable of absorbing these minute differences, for example, bolting (for example, absorbing by the tolerance between the bolt and the bolt hole). ) So there is no problem.

  When the construction of the portal steel module β2 is completed, a pair of hydraulic cylinders 20 are assembled to the left and right main body portions 2a (column members 2) of the rearmost of the portal steel module β2, as in the case of the portal steel module β1. After releasing the restraint by the restraining wire rope 23, the operation of the hydraulic cylinder 20 and the change of the position of the clamp portion 22 cause the subsequent portal steel module β2 together with the preceding portal steel module β1 to have two column spans. Move. At the time of this movement, as shown in FIG. 10 and FIG. 11, the heavy object transporting roller body 15 supporting the preceding gate-shaped steel frame module β1 includes a main body portion so that the installation process described later proceeds smoothly. It arrange | positions only on the back side of the advancing direction of 2a (column member 2). FIG. 10 shows the middle of the work of removing the heavy material transporting roller body 15 on the front side (traveling direction) of the main body 2a using a jack, for example, a mechanical journal jack 24, which is a countermeasure work. It is.

  Such a moving process and a subsequent steel building process are repeated. By repeating this operation, as shown in FIG. 6, the two-column-span portal steel modules β3 to β5 are successively drawn out sequentially from the gantry 5 (forward feeding process). Now, on the plane of the site S, the gate-shaped steel frame modules β1 to β5 are sequentially sent out from the end of the site S toward the opposite end. By this lateral feed, the steel structure α formed by the portal steel modules β1 to β5 continuous from the construction area R is arranged on the plane of the site S.

  Next, an operation of installing the steel structure α on the site S is started (installation process). This work is done by moving the column member ends of the steel structure α (gate-type steel frame modules β1 to β5) from the rail member 12 to a plurality of installation surfaces S1 (sites where the columns are installed) on the site S. Do. Of course. The installation surface S1 is set from the beginning.

  The installation is shown in FIGS. 14 and 19 by temporarily interrupting (stopping) the feeding of the final gate-shaped steel frame module β5 immediately before the installation surface S1, as shown in FIG. The rail portion 12a (corresponding to the rail piece of the present application) blocking the upper side of each installation surface S1 is removed (rail removal step), and the leg of the column member 2 is attached to each installation surface S1 opened by the removal. Work to install the part 2b (the lower part of the column member 2) (leg mounting step), restart the feeding of the steel structure α (gate steel modules β1 to β5) as shown in FIG. 14 and FIG. Then, the operation of positioning the lower end of the main body 2a of the column member 2 on the upper end of the leg 2b (positioning step), the subsequent steel structure α (gate-type steel frame modules β1 to β5) is lowered, and the column member 2 The lower end of the main body 2a is butted against the upper end of the leg 2b Carried out in the work (fixing step) for fixing Te. The column member 2 is installed on the site S while suppressing the rapid lowering of the steel structure α due to the raising by the legs 2b.

  Particularly for safety considerations, the lower end of the main body 2a of the column member 2 is shown in the enlarged view of FIGS. 14, 15 and 20 in the fixing operation (fixing process) between the main body 2a and the legs 2b. The guide part 25 for guiding the lowering of the main body part 2a is provided between the upper end part of the leg part 2b (step of mounting the guide part), and the lower end part of the main body part 2a is guided by the guide of the guide part 25. In addition, a method is used in which the two parts are attached without being displaced after being abutted (positioned together) while being positioned on the upper end of the leg 2b. Specifically, as shown in FIGS. 20 and 21, the guide portion 25 has a pair of plate-shaped brackets 26a attached in advance to both lower sides of the main body portion 2a, and brackets on both upper sides of the leg portion 2b. A pair of plate-shaped brackets 26b are attached in the same direction as 26a. When the positioning is completed, a pair of splice plates 27 are overlapped between the brackets 26a and 26b arranged side by side, for example, one end of the splice plate 27 is temporarily fixed to the bracket 26b with bolts, and the other end The bracket 26a is fixed to the bracket 26a so as to be movable in the vertical direction (lifting direction) with a bolt, for example, fixed with a temporary bolt that is displaceable in the vertical direction using a long hole 28 in a through hole through which the bolt passes. Used. As shown in FIG. 14, after the splice plate 27 is mounted, the bolt can be moved (displaced) in the long hole 28, and then the mechanical jack, for example, a plurality of journal jacks 29, is connected to the rail member 12 and the beam. The heavy material transporting roller body 15 (all) between the rail member 12 and the girder member α2 is removed, and the journal jack 29 that supports the girder member α2 is lowered. Then, the steel structure α (gate-type steel modules β1 to β5) is lowered. Then, as shown in FIGS. 15 and 21, the lower end of the main body 2 a is lowered while being guided by the long hole 28 of the splice plate 27 and hits the upper end of the leg 2 b. At this time, from the viewpoint of safety, in order to suppress the amount of lowering, the lowering of the steel structure α (gate-shaped steel modules β1 to β5) is a minute lowering within a range that does not affect the rigidity strength of the steel structure. The amount (for example, about several mm to about 20 mm) is lowered in order in a plurality of stages until the main body 2b abuts the leg 2a. For example, first, the portal steel module β1 is lowered by a minute amount, and the descending amount is sequentially lowered to the portal steel module β5. When the lowering is finished, the portal steel module β5 is now turned into the portal steel frame. The descending method of descending by a minute amount in the order of module β1 is used.

  The bottom end of the main body 2a and the top end of the leg 2b after the abutment are fixed by joining, specifically welding, after each bolt of the splice plate 27 is finally tightened.

  When the installation of the portal steel modules β1 to β5 is completed, the last portal steel module β6 connected to the portal steel module β5 on the gantry 5 as shown by the two-dot chain line in FIG. A portal steel module β6 arranged in the region R is constructed (step of constructing the last portal steel module).

  Thereby, construction of the steel structure of the building installed in the whole site S is completed.

  In this way, the portal steel modules β1 to β5 assembled by joining the parts on the gantry 5 are moved in the lateral direction to construct the portal steel structure α on the plane of the site S. With the construction method, it is possible to finish the assembling of the gate-shaped steel frame modules β1 to β5 by using only small heavy machinery and construction equipment and using almost no building sky for construction work. In addition, the movement amount of the gate-shaped steel modules β1 to β5 is only to send the gate-shaped steel frame modules β1 to β5 from the gantry 5 in order (sequential feeding), so that a small movement amount is sufficient.

  Therefore, even if there is a restriction on site S, such as the transmission line H passing directly above the building or large heavy machinery cannot be brought near the site, the limit is fully addressed. However, it is possible to rationally proceed with the construction of the steel structure. In particular, when the gate-shaped steel frame module β6 that is finally placed in the building area R is constructed, the entire construction of the steel structure of the building can be completed only within the site S where the building is installed. Separately, it is not necessary to secure a place for assembly. That is, the steel structure can be constructed while saving space.

  Moreover, the process until the gate-shaped steel structure α is installed on the site S can be used by using the gantry 5 having the beam support portion 8 or by using the rail member 12 so that the gate-shaped steel modules β1 to β5 can be fed out in order. This can be realized with a simple structure in which the portal steel modules β1 to β5 are moved from the rail member 12 to each installation surface S1 and installed. In particular, in the construction of the portal steel modules β1 to β5 on the gantry 5, by using a method of assembling the column member 2 in a floating state, a burden such as excessive stress or load applied to the column member 2 is not increased. I'm sorry.

  In addition, for installation of the column member 2, the legs 2b divided from the column member 2 are installed on each installation surface S1, and the point where the main body 2a of the column 2 is assembled is brought closer to the main body 2a side. Therefore, the column member 2 of the steel structure α can be installed with a small descending amount (because the assembly point is higher than the installation surface S1).

  In addition, the main body 2a of the columnar member 2 is positioned on the leg 2b by the guide 25 and is used for abutment, so that the main body 2a is not displaced or dropped off. Can be assembled with accuracy. In particular, in this abutment, a steel frame structure is used by a method in which the lowering of the main body portion 2a of the column member 2 is uniformly lowered step by step until the lower end of the column member 2 abuts the upper end of the leg 2b. The lower end of the main body 2a of the column member 2 can be assembled to the upper end of the leg 2b without generating excessive stress or load on the body α.

  Note that the present invention is not limited to the above-described embodiment, and various modifications may be made without departing from the spirit of the present invention. For example, in one embodiment, an example of constructing a steel structure using a portal steel module having two column spans has been described. However, the present invention is not limited thereto, and a steel structure using a portal steel module having another column span is used. You may make it build a body. In one embodiment, a gymnasium has been described as an example. However, the present invention is not limited to this. It goes without saying that the present invention can also be applied to the construction of a steel structure of another building.

The top view which shows the site in the steel frame construction method which concerns on one Embodiment of this invention. The perspective view which shows the gate-shaped steel frame construction stand constructed in a part of the site. The perspective view which shows the state by which the portal steel frame module was constructed | assembled with the stand for the same portal steel frame construction. The perspective view which shows the time when the same gate-shaped steel frame module is slid to the horizontal direction of the gate-shaped steel frame construction stand. The perspective view which shows the time of making the subsequent portal steel module built after the sliding portal steel module. The perspective view which shows when the gate-shaped steel frame module drawn | fed out in order from the platform for building a gate-shaped steel frame is arrange | positioned on a site. The side view which shows the column lower part of the first gate-shaped steel frame module constructed | assembled with the stand for gate-shaped steel frame construction. The side view which shows the pillar lower part of this module when sliding the same gate-shaped steel frame module to a horizontal direction. The side view which shows the pillar lower part of this module when constructing the succeeding gate-shaped steel frame module following the slide-shaped steel frame module. The side view for demonstrating the operation | work which removes the roller base which may cause trouble later from the same gate-shaped steel frame module. The side view which shows the pillar lower part of the same gate type steel frame module which finished the operation | work which removes the roller base. The side view which shows each pillar lower part when the gate-shaped steel frame module drawn out continuously from the platform for building a gate-shaped steel frame is arranged on the site. The side view which shows a state when the divided | segmented column lower piece is installed in the same column part installation surface, after removing the rail part which has interrupted the column part installation surface. The side view which shows the state which mounted | wore the column part lower end installed in the column part lower end and each column part installation surface of each portal steel module with the guide part. The side view which shows when the pillar part lower end of a gate-shaped steel frame module is faced | matched with the pillar lower piece by the guide part. The side view for demonstrating a motion of the hydraulic cylinder which moves a portal steel frame module. The figure which expands and shows the structure where the portal steel frame module is supported by the roller base so that a movement is possible. The figure which expands and shows a structure in which a part of rail member can be divided | segmented. The figure which expands and shows a structure when a pillar lower piece is installed in the pillar installation surface through the removed rail part. The side view which expands and shows the structure of the guide part mounted | worn between the column lower end piece installed in the column part lower end and the column part installation surface of a portal steel frame module. The side view which expands and shows a state when it guides by the guide part and it descends until the column part lower end of a portal steel frame module hits a column lower piece.

Explanation of symbols

  DESCRIPTION OF SYMBOLS 1 ... Beam member (beam part), 2 ... Column member (column part), 2b ... Leg part (column lower piece), 5 ... Gantry (base steel frame construction base), 8 ... Beam support part, 12 ... Rail member (Rail), 12a ... rail portion, 15 ... roller body (roller base) for heavy objects, 20 ... hydraulic cylinder, 25 ... guide portion, 29 ... journal jack, H ... power transmission line, S ... site, S1 ... installation surface (Column installation surface), T1, T2 ... existing building, T3 ... adjacent land boundary, R ... construction area, α ... gate-shaped steel structure, α2 ... girder member (girder), β1-β5 ... gate Steel module.

Claims (7)

A base construction process in which the end of the site where the steel structure of the building is built is defined as a construction area, and a portal steel construction base is constructed in the construction area;
A steel frame for constructing a gate-shaped steel frame module having a beam portion at the upper part and having column portions at both ends, wherein the steel frame structure is divided by a predetermined column span in the constructed platform for building a steel frame. Module construction process,
A moving step of moving the gate-shaped steel frame module constructed on the gate-shaped steel frame building table to the site side on the gate-shaped steel frame building table;
After the movement of the portal steel module, the subsequent steel construction step of constructing the subsequent portal steel module in succession to the portal steel module on the portal steel construction base,
Repeating the moving step and the subsequent steel building construction step, a sequential feeding step of arranging a steel structure formed by a portal steel module continuous from the building area on the plane of the site;
An installation process for installing the steel structure on the site.   Furthermore, after installing the said steel frame structure, it has the process of building the portal steel frame module arrange | positioned at the last in a construction area, The steel frame construction method of the building of Claim 2 characterized by the above-mentioned. The gate-type steel frame construction table in the platform construction process has a beam support portion at the top,
The steel frame module construction step comprises constructing the portal steel module while supporting a load with a beam support portion of the platform for building the portal steel frame,
In the moving step, a pair of rails are laid from the point where each column portion of the portal steel frame module constructed on the portal steel frame construction platform of the site is located to the opposite end side of the site, Is placed on a roller base that can be moved, and a girder that connects between the pillars of the portal steel module constructed in the steel module construction process is placed, and the entire constructed portal steel module is used as the platform for building the portal steel frame. Along the site side,
In the subsequent steel frame building step, the gate-shaped steel module is moved along the rail, and then connected to the gate-shaped steel frame module on the base of the gate-shaped steel frame building table, and the subsequent gate-shaped steel module is connected. Let me build
The sequential feeding step repeats the moving step and the subsequent steel building step, and continuously feeds out the gate-shaped steel module from the gate-shaped steel frame building table on the rail, continuously on the plane of the site. The steel structure formed by the portal steel frame module
3. The building according to claim 1, wherein in the installation step, the columnar end of the steel structure arranged on the site is moved from the rail to a column installation surface on the site. Steel construction method.   The building steel frame building method according to claim 3, wherein in the steel frame module building step, the gate-shaped steel frame module is built by floating the column portion on a base of the gate-shaped steel frame building table. The installation step uses a rail that can divide a rail portion facing the column portion installation surface, and further uses a portal steel module in which a lower portion of the column portion is divided,
After the steel structure is arranged on the site, a rail removal step for removing the rail portion facing the column portion installation surface, and the divided column lower portions on each column portion installation surface opened by removing the rail piece A leg mounting step for installing each piece; a positioning step for positioning the lower end of the column portion of the steel structure on the column lower piece by movement of the steel structure; and a lower end of the column portion by lowering the steel structure A method for constructing a steel frame for a building according to claim 3, wherein a fixing step is performed in which the upper end of the pillar lower piece is abutted and fixed. The fixing step includes
A step of mounting a guide portion for guiding the descent of the column portion between the column lower end of the steel structure after the positioning and the column lower piece upper end installed on the column portion installation surface;
Removing the roller base, lowering the steel structure, and abutting the lower end of the column part while positioning the upper end of the column lower piece by the guide of the guide part;
The method for constructing a steel frame of a building according to claim 5, further comprising a step of attaching the butted column part and the column lower part.   7. The building according to claim 6, wherein the steel structure is lowered by a plurality of steps until the lower end of the pillar part abuts on the pillar lower piece with a small amount of descending. Steel construction method.

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