JP2007204219A - Construction method of elevator shaft building - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a construction method of an elevator shaft building making excavation construction to the minimum, making most of construction to safe ground work, shortening the time necessary for completion at a high dimensional accuracy and making trouble of resident minimum. <P>SOLUTION: PC foundation 1 made of reinforced concrete manufactured in a factory is subjected to caisson at an installation place of the shaft building to construct a foundation. A building body 22 previously integrally assembled to a box shape and having a main pillar material 33 projected downward from four corners at a lower end is hung down on the PC foundation 1 and the main pillar material 33 and a steel column head 2 are connected. A plurality of floor panels 23 for connecting an end of platforms B of each story and the building body 22 are prepared. The floor panels 23 corresponding to the platforms B of the respective stories are hung down from an upper part of the building body 22 by a hanging support member 24 having turn buckles 29, 32 and height positions of the respective floor panels 23 are adjusted by the turn buckles 29, 32. Thereby, the platforms B of the respective stories and the building body 22 are connected by the floor panels 23. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

  The present invention relates to a hoistway building in an elevator attached to an existing building, that is, an elevator shaft construction method.

  Some existing mid- and low-rise apartments with 4 to 5 floors do not have an elevator. On the other hand, in the modern society where the aging is rapidly progressing, there is a great demand for barrier-free, and it is strongly desired to install an elevator even in the existing low-rise housing. However, for residents on the 1st and 2nd floors, the installation of elevators has no great merit. Therefore, the noise associated with the construction and the obstacles to living during the construction are felt very painful, and the residents are required to pay the installation costs. Therefore, there is a problem that it is difficult to obtain consent and approval of the construction, and it is easy to make a complaint about the construction.

  Therefore, various methods for attaching an elevator to an external staircase in an existing building have been proposed. Both aim to shorten the construction period in order to keep the installation cost as low as possible and minimize the burden on the lives of residents during construction.

For example, Patent Document 1 discloses a structure in which an underground pit portion of an external elevator is installed at a root cutting portion excavated from the ground, and the underground pit portion is a steel frame pit formed by integrally assembling a steel frame. The frame pit part and the steel frame of the elevator main body part are provided integrally, and from the top floor roof to the steel frame pit part is an external elevator unit manufactured at the factory, and this is built on the foundation built with cast-in-place concrete, A method for constructing an external elevator that is lifted and installed by a crane or the like is described. In this method, the pit part of the elevator shaft is unitized with a steel frame structure, which makes it easy to transport to the site. At the site, the construction is completed by simply attaching a factory-prepared precast plate to the pit part as necessary. Therefore, it is said that the construction period can be shortened compared to the conventional method. However, even in this method, the foundation portion is made of cast-in-place concrete to the excavation part.
Japanese Patent Laid-Open No. 2004-244208

In the above-mentioned conventional construction method, the foundation part is constructed with cast-in-place concrete, so there are the following problems. (1) Excavation work of a larger area including the work space is required for the installation area. (2) For this reason, a large amount of excavated soil is generated and it is difficult to process it. (3) There is a need to cure the excavated wall. (4) It is forced to perform dangerous work for a long time in the underground where the environment is poor. (5) Long-term concrete and curing for third parties are necessary. (6) It is difficult to achieve high dimensional accuracy in a short period of time. Moreover, in the said conventional construction method, the height adjustment at the time of connecting a hoistway building and the staircase of the existing building is not considered at all. When a hoistway building configured as a factory-made external elevator unit is connected to the foundation, it requires a lot of work and time to adjust the height of the existing building.
Therefore, the present invention makes the foundation part precast concrete (PC) by factory production and embeds it in the site by the submerged method, minimizing excavation work, making most of the work safe ground work, and high dimensions It is an object of the present invention to provide an elevator hoistway building construction method capable of shortening the construction period and minimizing the occupant's obstacle while improving accuracy.

  In the invention of this application, in order to solve the above-mentioned problem, a method for constructing a hoistway building for an elevator on the outside of the existing building adjacent to the staircase A of the existing building, which includes the following steps Offer things. That is, (1) a step of preparing a PC foundation 1 made of a reinforced concrete made in advance in a factory and having a bottomless box shape with steel column heads protruding at the upper four corners, and (2) a PC foundation 1 for a hoistway building 21 (3) It is assembled in advance in a box shape and is connected to the steel stigma 2 of the PC foundation 1 so that it can be connected downward to the bottom corners. Step of preparing the hoistway building main body 22 from which the column material 33 protrudes, (4) The building main body 22 is suspended on the constructed PC foundation 1, and the main column material 33 and the PC foundation of the building main body are suspended. (5) preparing a plurality of floor panels 23 for connecting the end of landing B on each floor and the building body 22; (6) connecting each floor from the top of the building body 22; The floor panel 23 corresponding to the landing B The floor panel 23 is suspended between the landing B on each floor and the building main body 22 by suspending by the suspension support member 24 having the buckles 29, 32 and adjusting the height position of each floor panel 23 by the turn buckles 29, 32. A step of connecting with.

  The invention of this application has the following effects. (1) Since the PC foundation is used, the dimensional accuracy and quality of the foundation can be improved. (2) Adoption of the submersible construction method enables construction in a narrow area, (3) the generation of excavated soil can be reduced as compared to the conventional, and (4) underground work in adverse environments can be reduced. (5) Coupled with the ease of height adjustment with the existing building, the construction period can be greatly shortened. (6) By adopting a level adjustment method using beam materials and hydraulic jacks, level adjustment can be performed safely and easily only from work on the ground. (7) Significant positioning accuracy of PC foundation It has the effect that it can be improved.

  Embodiments of the present invention will be described with reference to the drawings. 1 is a side view of an elevator hoistway building according to the present invention, FIG. 2 is a front view of the elevator hoistway building according to the present invention, and FIG. 3 is a cross-sectional view showing a construction process of a PC foundation according to the present invention. Is a perspective view of the PC foundation used in the construction method of the present invention, FIG. 6 is a partial enlarged sectional view showing the construction process of the PC foundation in the present invention, and FIG. 7 is an enlarged view of the rectangular frame and the guide member. FIG. 8 to FIG. 15 are sectional views showing the construction process of the PC foundation in the present invention in order, FIG. 16 is a front view of a part of the hoistway building of the present invention, and FIG. 17 constitutes the hoistway building. FIG. 18 is a front view of the steel frame constituting the hoistway building, FIG. 19 is a side view of the suspension beam portion in the steel frame, and FIG. 20 (A) is a plan view of the vicinity of the floor panel in the steel frame. (B) is the side view.

  When the elevator hoistway building 21 shown in FIGS. 1 and 2 is constructed, in the construction method of the present invention, first, a reinforced concrete PC foundation 1 manufactured in advance in a factory is hidden in the installation place of the hoistway building 21. To build a foundation. As shown in FIG. 5, the PC foundation 1 has a bottomless box shape, and has steel stigmas 2 projecting from the upper four corners. The steel stigma 2 is made of an H-shaped steel material, and has a connecting portion 2a that can be connected to the main pillar material 33 of the main body 22 of the hoistway building with bolts and nuts. For example, the PC foundation 1 is about 2,200mm square, about 1,800mm in height, and about 10t in weight, and the lower edge is formed with a cutting edge covered with an iron plate to facilitate submerging due to its own weight. The In addition, a connection fitting (not shown) for connecting to a reinforcing bar of a pressure-resistant panel 15 described below is embedded in the inner lower portion of the PC foundation 1. The PC foundation 1 is manufactured at a factory and transported to the site by a truck.

  The foundation construction work is carried out as follows. First, as shown in FIG. 8, the steel pipe pile 3 is driven in the required position of the installation place of the hoistway building 21. As shown in FIG. Next, the ground of the installation site is slightly larger than the hidden area (bottom area) of the PC foundation 1 (for example, about 300 mm around the circumference) and from the depth (for example, about 2,000 mm) for forming the foundation bottom board 14 (FIG. 12). A shallow excavation (for example, about 700 mm) is carried out, and the pre-excavated ground 4 is formed by mountain cutting with a curing panel 16. Further, the groove 4a is formed by excavating the outer peripheral side of the preceding ground 4 to a width of about 100 mm and a depth of about 100 mm, for example.

  Next, as shown in FIG. 9, a steel rectangular frame 5 is horizontally arranged on the preceding excavation ground 4 so as to surround the submerged position of the PC foundation, and the rectangular frame disposed on the preceding excavation ground 4. A preceding concrete 6 is placed on the outer periphery of 5, and a reference level surface 6 a is formed on the preceding concrete 6. In order to secure the strength of the preceding concrete 6, for example, a curing period of about 4 weeks is set. The preceding concrete 6 has an enlarged vertical section in the groove 4a and has sufficient horizontal strength.

  Here, the structure of the rectangular frame 5 will be described with reference to FIGS. The rectangular frame 5 is composed of four frame members 5a, 5b, 5c, and 5d (FIG. 4) that can be connected and separated by bolts and nuts at both ends, and is assembled into a rectangular frame at a construction site. As shown in FIG. 7, the frame members 5a, 5b, 5c, and 5d are opposed to the grounding piece 51 placed on the preceding excavated ground 4 with a predetermined interval in parallel to the outer periphery of the PC foundation. And an upper piece 53 that faces the ground piece 51 in parallel. In the step of placing the preceding concrete 6, the rectangular frame 5 is used as a mold inside the preceding concrete 6, and the upper piece 53 is flush with the reference level surface 6 a of the preceding concrete 6. Each frame member 5a, 5b, 5c, 5d has three guide mounting plates 7 fixed thereto. The guide mounting plate 7 is welded to the upper surface of the upper piece 53 and is disposed at a position on the reference level surface 6a. The guide mounting plate 7 has a long hole 7a for inserting a bolt in an extending orthogonal direction of the frame member.

  Return to the construction method. Next, as shown in FIGS. 10 and 7, the guide member 8 is attached to the guide attachment plate 7 of the rectangular frame 5 with bolts and nuts 9. In the illustrated embodiment (FIG. 7), the guide member 8 is formed by fixing casters 8b to an upright piece of an attachment member 8a made of angle steel. Before and after this, the PC foundation 1 is suspended by a crane, and the PC foundation 1 is placed on the preceding excavation ground 4 inside the rectangular frame 5 as shown in FIG. At this time, the position is adjusted so that a predetermined interval (for example, about 30 mm) is placed between the inside of the rectangular frame 5 and the outside surface of the PC foundation 1. At this time, the position of the guide member 8 is adjusted by changing the position of the bolt / nut 9 with respect to the long hole 7a, and the wheel is located at the position where the predetermined interval is formed between the rectangular frame 5 and the PC base 1. The guide member 8 is fixed so as to contact the outer surface of the PC foundation 1.

  Next, as shown in FIG. 12, the ground inside the PC foundation 1 arranged on the preceding excavation ground 4 is sequentially excavated, and the PC foundation 1 is gradually submerged by its own weight. Form. Since the PC foundation 1 is tilted during the submergence process, the guide member 8 contacts the side surface and guides it. At this time, a horizontal force acts on the rectangular frame 5 via the guide member 8. The preceding concrete 6 whose sectional area in the vertical direction is enlarged by the groove 4a of the preceding excavated ground 4 effectively counters this horizontal force.

  Next, as shown in FIG. 13, the level adjusting device 10 is used to accurately position the PC foundation 1 at a predetermined design position.

  The level adjusting device 10 will be described. The level adjusting device 10 includes a beam member 11 installed between each pair of steel stigmas 2 and 2 on a PC foundation, and a hydraulic jack 12 inserted between the beam member 11 and a reference level surface 6a of preceding concrete. It comprises. In the illustrated embodiment, the beam member 11 includes a bundle member 13 fixed so as to extend vertically downward to the lower part of both ends projecting to the outside of the PC foundation 1. The beam member 11 has a bracket 11 a that is in contact with the outer surface of the flange of the H-shaped steel member constituting the steel stigma 2 at a predetermined position on the lower surface. The bracket 11a has a bolt insertion hole corresponding to a bolt insertion hole formed in the connection portion 2a of the steel stigma 2 and is configured to be connectable to the steel stigma 2 with bolts and nuts.

  Return to the construction method. The hydraulic jack 12 is inserted between the lower end of the bundle 13 and the reference level surface 6a of the preceding concrete 6, and the hydraulic jack 12 is operated on the ground so that the level of the steel foundation 2 of the PC foundation is accurately set to the design value. Position to match. After the positioning of the PC foundation is completed, the guide member 8 is removed from the rectangular frame 5, the tip of the steel pipe pile 3 is processed, and then the reinforcing bars are arranged on the foundation bottom 14 in the PC foundation 1 as shown in FIG. The pressure platen 15 is formed by striking and placing concrete. The rebar is connected to a connection fitting embedded in the PC foundation 1 in advance.

  After curing for about one week and ensuring the strength of the pressure-resistant panel 15, the beam material 11, the bundle material 13, and the hydraulic jack 12 for level adjustment are removed, and the PC foundation 1 is buried as shown in FIG. return. This completes the foundation work.

  As shown in FIGS. 1, 2, and 16, the elevator hoistway building 21 includes a building body 22, a floor panel 23, and a suspension member 24. The hoistway building 21 is constructed outside the existing building so that the entrance / exit 32 is connected to the end of the landing B on each of the third, fourth, and fifth floors of the staircase A of the existing building through the floor panel 23. The

  For example, the building main body 22 is assembled in advance in an integrated box shape at a factory, transported to the site, suspended on a PC foundation 1 previously constructed on the site by a crane, and connected by bolts and nuts.

  The building body 22 and the end of the landing B on each floor are connected by the floor panel 3. The suspension member 24 suspends the floor panel 23 from the building body 22 so that the height position can be adjusted.

  The building body 22 is provided with a suspension beam 25 that is located near the top and projects toward the stairs A side of the existing building, and at the height side corresponding to the landing B on each floor, on the elevator side of the floor panel 3. A floor panel receiving member 26 is provided to support the end of the floor panel.

  The suspension support member 24 includes a pair of upper and lower screw rods 27 and 28 that couple the suspension beam 25 of the building body and the floor panel 23 on the uppermost floor via a turnbuckle 29 so that the height position can be adjusted, and the upper and lower portions of the upper and lower screw rods 27 and 28. A pair of upper and lower screw rods 30 and 31 are connected between the floor panels 23 and 23 of the floor via a turnbuckle 32 so that the height position can be adjusted.

  In general, when the building body 2 is assembled as a unit at a factory, it takes time to adjust the position for connection to the landing B at the construction site. In this embodiment, the screw rods 27, 28, 30, 31 are used. By adjusting the turnbuckles 29 and 32, the height position of the floor panel 23 is arbitrarily changed, so that the alignment operation can be performed quickly.

  As shown in FIGS. 17 and 18, the building body 2 includes a steel frame 36 integrally formed in a box shape by connecting main pillar members 33 at four corners made of an H-shaped steel member with beams 34 and abdominal members 35.

  A connection member 37 is provided so as to protrude from both the left and right sides toward the stairs A side of the existing building, located near the uppermost part of the steel frame 36 (FIG. 19). The suspension beam 25 is connected to the tip of the connection member 37 at the site using bolts and nuts. The connecting member 37 has the same projecting dimensions as the floor panel receiving member 26, ensures stability during transportation, and does not apply an excessive load to a part during transportation.

  The floor panel receiving member 26 is fixed in advance at a required height position of the pair of left and right main pillar members 33 on the front side.

  As shown in FIG. 20, the floor panel 23 has a vertical screw cylinder 38 in which screw rods 28, 30 (30, 31) can be screwed from above and below on the left and right sides of one end facing the landing B of the existing building. The other end side is provided with a vertical bolt insertion hole 21 for connecting the floor panel receiving member 26 with a bolt 40 via a required height adjusting spacer 39. .

  For example, the building body 22 assembled integrally in a factory is transported to a construction site by a truck or the like, and a suspension beam 25 is connected to the site. The building body 22 is lifted by a crane, lowered onto the PC foundation 1 constructed in advance, and becomes independent by connecting the lower end portion of the main column member 33 to the steel stigma 2.

  A floor panel 23 is attached to connect the end of the landing B on each floor and each floor panel receiving member 26 of the building body 22. The suspension beam 25 of the building main body 22 and the floor panel 23 connected to the landing B on the uppermost floor are coupled with a pair of upper and lower screw rods 27 and 28 via a turnbuckle 29. The height position of the floor panel 23 is adjusted by the turnbuckle 29, and the floor panel 23 is connected between the landing B on the top floor and the corresponding floor panel receiving member 26 of the building body 22. The floor panel 23 on the floor below it is coupled with a pair of upper and lower screw rods 30 and 31 via the floor panel 23 and turnbuckle 32 on the floor immediately above. The height position of the floor panel 23 is adjusted by the turnbuckle 32, and the floor panel 23 connects between the landing B and the corresponding floor panel receiving member 26 of the building body 22. Thereafter, handrails, wall boards and the like are attached, and the hoistway building 21 is completed.

  This invention can be employed to build a hoistway building for an external elevator on a retrofit, for example, so as to connect to the existing staircase of an existing dwelling house of 4 to 5 stories, thereby reducing the construction period. It can be greatly shortened.

It is a side view of the hoistway building for elevators. It is a front view of the hoistway building for elevators. It is sectional drawing which shows the construction process of a foundation. It is a top view which shows the construction process of a foundation. It is a perspective view of PC foundation. It is a partial expanded sectional view which shows the construction process of a foundation. It is an expanded sectional view of a rectangular frame and a guide member. It is sectional drawing which shows the construction process of a foundation later on. It is sectional drawing which shows the construction process of a foundation later on. It is sectional drawing which shows the construction process of a foundation later on. It is sectional drawing which shows the construction process of a foundation later on. It is sectional drawing which shows the construction process of a foundation later on. It is sectional drawing which shows the construction process of a foundation later on. It is sectional drawing which shows the construction process of a foundation later on. It is sectional drawing which shows the construction process of a foundation later on. It is a front view of a part of hoistway building. It is a side view of the steel frame which comprises a hoistway building. It is a front view of the steel frame which comprises a hoistway building. It is a side view of the suspension beam part in a steel frame. (A) is a plan view of the vicinity of the floor panel in the steel frame, and (B) is a side view thereof.

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 PC foundation 2 Steel stigma 2a Connection part 3 Steel pipe pile 4 Prior excavation ground 4a Groove 5 Rectangular frame 5a Frame material 5b Frame material 5c Frame material 5d Frame material 51 Standing piece 52 Standing piece 53 Upper piece 6 Prior concrete 6a Reference level surface 7 Guide mounting plate 7a Long hole 8 Guide member 8a Standing piece 8b Caster 9 Bolt / nut 10 Level adjusting device 11 Level adjusting beam 11a Bracket 12 Hydraulic jack 13 Bundling material 14 Base bottom 15 Pressure plate 16 Curing panel 21 Hoistway building 22 Building body 23 Floor panel 24 Suspension support member 25 Suspension beam 26 Floor panel receiving member 27 Screw rod 28 Screw rod 29 Turnbuckle 30 Screw rod 31 Screw rod 32 Turnbuckle 33 Main pillar material 34 Beam 35 Abdominal material 36 Steel frame 37 Connecting member 38 Screw cylinder 39 Adjustment spacer 40 Bolt 41 Bolt insertion hole 42 Entrance / exit A Stage B landing

Claims (3)

A method of constructing a hoistway building for an elevator outside the existing building adjacent to the stairs of the existing building,
A step of preparing a PC foundation made of reinforced concrete made in advance in a factory, in a bottomless box shape, with steel pillars protruding at the upper four corners,
Building the foundation by immersing the PC foundation in the construction site of the hoistway building and fixing it to the ground;
Preparing a building body for a hoistway, which is assembled in advance in a box shape and includes main pillar members projecting downward from the four corners of the lower end so as to be connected to the steel foundation of the PC foundation;
Hanging the building body on the constructed PC foundation and connecting the main pillar material of the building body and the steel foundation of the PC foundation;
Preparing a plurality of floor panels for connecting the end of the landing on each floor and the building body;
Hanging the floor panel corresponding to the landing on each floor from the upper part of the building body with a suspension member having a turnbuckle, and adjusting the height position of each floor panel with the turnbuckle, A method of constructing a hoistway building for an elevator, comprising a step of connecting the main body with a floor panel. A method of constructing a hoistway building for an elevator outside the existing building adjacent to the stairs of the existing building,
A step of preparing a PC foundation made of reinforced concrete made in advance in a factory, in a bottomless box shape, with steel pillars protruding at the upper four corners,
A step of excavating the ground of the construction site of the hoistway building wider than the bottom area of the PC foundation to form a preceding excavated ground;
A step of horizontally arranging a steel rectangular frame on the preceding excavated ground so as to surround a position where the PC foundation is hidden;
Placing the preceding concrete on the outer periphery of the rectangular frame on the preceding excavated ground, and forming a reference level surface on the preceding concrete;
Placing the PC foundation on the preceding excavated ground at a predetermined interval inside the rectangular frame;
Fixing a plurality of guide members for submerging the PC foundation to a design position at a required position of the rectangular frame so as to make rolling contact with the four sides of the PC foundation;
Excavating the ground inside the PC foundation to a position to become the foundation bottom, and submerging the PC foundation to a reference level;
A step of laying beam members for level adjustment projecting outside the PC foundation between each pair of steel stigma of the PC foundation;
Inserting a hydraulic jack between the beam material and the reference level surface of the preceding concrete;
Operating the hydraulic jack to position the PC foundation steel stigma according to the design value; and
A step of removing the guide member from the rectangular frame after the positioning of the PC foundation is completed;
Forming a pressure-resistant platen by placing reinforcing bars and placing concrete on the foundation bottom plate in the PC foundation submerged in a predetermined position;
After securing the strength of the pressure platen, removing the beam material for level adjustment and the hydraulic jack,
Backfilling around the PC foundation;
Preparing a building body for a hoistway, which is assembled in advance in a box shape and includes main pillar members projecting downward from the four corners of the lower end so as to be connected to the steel foundation of the PC foundation;
Hanging the building body on the constructed PC foundation and connecting the main pillar material of the building body and the steel foundation of the PC foundation;
Preparing a plurality of floor panels for connecting the end of the landing on each floor and the building body;
Hanging the floor panel corresponding to the landing on each floor from the upper part of the building body with a suspension member having a turnbuckle, and adjusting the height position of each floor panel with the turnbuckle, A method of constructing a hoistway building for an elevator, comprising a step of connecting the main body with a floor panel. The building body is provided at a height corresponding to the landing on each floor in the staircase, and a suspension beam provided at a position protruding above the uppermost landing on the stairs and projecting toward the existing building. A floor panel receiving member and a main column member projecting downward from the four corners of the lower end so as to be connected to the steel foundation of the PC foundation,
Preparing a plurality of floor panels for connecting the end of the landing on each floor and each floor panel receiving member of the building body;
Combine the suspension beam of the building body and the floor panel connected to the landing on the top floor with a pair of upper and lower screw rods via a turnbuckle, and adjust the height position of the floor panel with the turnbuckle. Connecting a floor panel between the landing on the top floor and the corresponding floor panel receiving member of the building body;
The floor panel connected to the landing on the upper floor and the floor panel connected to the landing on the lower floor of the landing are connected with a pair of upper and lower screw rods via a turnbuckle to be connected to the landing on the lower floor. Adjusting the height position of the floor panel with a turnbuckle, and connecting the lower floor landing area and the corresponding floor panel receiving member of the building body with the floor panel. Item 3. A method for constructing an elevator hoistway building according to Item 2.

Images