JPH09184290A - Erecting construction method - Google Patents

Abstract

PROBLEM TO BE SOLVED: To eliminate necessity for use of any decker dolly in a construction method in which an external wall material is installed upon prior erecting and heaving of a roof part. SOLUTION: A plurality of jacks, 1a... for heaving a roof and a plurality of wire tensioning devices 2, 2a... for holding the roof A about its position in the horizontal direction are installed on the ground or the like. Wires 105 of the devices 2, 2a... are attached to the roof A in the condition having no slack, and the roof A is heaved by the jacks 1, 1a..., and at the same time, the wires 105 are paid off along with the rise of the roof A. Thereby jack-up and collapse prevention are made by separate devices and actions being shaped by a plurality of places, and it is possible to embody individual jack-up devices and collapse preventive devices in a small construction.

Description

Detailed Description of the Invention

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of assembling a roof of a building on a concrete foundation, pushing up the roof with a jack device, and then installing a wall frame, an outer wall material, etc. in a space between the concrete foundation and the roof. It is related to the construction method of assembling.

[0002]

2. Description of the Related Art Conventionally, as a construction method of a steel structure house, a wooden house, a PC concrete house, a prefabricated house, and the like,
When assembling the floor material on the first floor, the outer wall material, the floor material on the second floor, the outer wall material, the ceiling, the roof, etc., sequentially from below on the constructed concrete foundation, use building materials with a decker truck (truck crane). The construction method of assembling a building on a concrete foundation while lifting a building was performed.

However, the above-mentioned construction method using a decker truck cannot be performed in a densely populated area or in a place where the approach road is narrow. That is, the decker truck cannot be used on the side of the truck for stable work with respect to the width of the road adjacent to the building site. The outrigger provided on the side protrudes sideways and lands on the ground, occupying the road and causing a traffic obstacle, or when building at the back of a narrow living road, a decker car can be inserted into the living road Therefore, the above construction method using a decker truck could not be adopted.

[0004] Decker cars are generally rented, and the permanent location and the construction site are usually separated from each other. One day's use of the decker vehicle is a reciprocating movement between the permanent location and the construction site. It is necessary other than when using the car, and the rental fee can not use the expensive decker efficiently, causing cost increase, and the carpenter who is the operator of the decker car and the construction worker are separate Therefore, there was a disadvantage that the schedule between the operator and the carpenter had to be adjusted.

[0005] In addition, when building sequentially from the top of the concrete foundation, the construction work place is gradually elevated,
It was dangerous, and construction work at high places was disliked, leading to a shortage of manpower, and the work could not be performed in rainy weather.

[0006] Therefore, a method of assembling from the roof of a building on a concrete foundation, and sequentially jacking up with a building jack device from the finished portion has been adopted in some parts.

[0007] However, such a jack-up method also has a weak point. For example, in a construction site where a decker vehicle cannot enter because of the large size and considerable weight of a building jack device, a decker vehicle is required. It was impossible to install a jack-up device for construction.

In addition, when jacking up a roof or the like,
Since only the jack-up device is interposed between the concrete foundation and floor beam or hut beam, there is a risk that the building will collapse during strong winds or other accidents,
The anti-collapse device installed for this purpose is also a large device like a jack-up device, or a jack-up device that also has a collapsing prevention function is a very large and heavy device, and the jack-up method is not fully adopted. It has not yet arrived.

Also, the jack-up device and the collapse prevention device are disadvantageous in that they are large in size and are very difficult to remove because they are present inside the building after the completion of the building.

[0010]

SUMMARY OF THE INVENTION According to the present invention, the use of a jack-up device and a fall prevention device, and the sharing, miniaturization, and division of the operation of these devices make it possible to assemble the roof in advance.
The construction method of assembling the outer wall material after pushing up is to provide a construction method that enables construction with only a carpenter without the need for a decker car, and that enables safe construction of the building. It is.

[0011]

According to the present invention, the jack-up device and the collapse prevention device based on the above-mentioned prior art are large devices, and in view of the problem that a decker vehicle is still required, the roof portion is pushed up on the ground or the like. Install a plurality of wire tensioning devices for holding the horizontal position of the jack device and roof part for each, install the wire of the wire tensioning device to the roof part in a state where the wire is not loose, and push up the roof part with the jack device, By letting the wire pay out as the roof rises, jack-up and collapse prevention are performed by separate devices and functions, and by sharing at multiple places, individual jack-up devices and collapse prevention devices. The above problem is solved by downsizing.

Further, when the wire is fed out when the roof is pushed up in the vertical direction, the wire is wound around the drum immediately after being fed out, and the wire is stretched and deformed within the elastic limit to hold the position of the roof. , By constantly applying horizontal tension to multiple points on the roof,
Prevents the roof from collapsing horizontally.

[0013]

BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of the present invention will be described below with reference to the drawings. An apparatus used in the erection method of the present invention is, as shown in FIGS. A plurality of jack devices 1, 1a ... for vertically pushing up A, a plurality of wire tensioning devices 2, 2a ... for preventing the roof part A to be raised from collapsing in the horizontal direction, and an even rise of the roof part A are detected, It is comprised of a plurality of height detection devices 3, 3a ... Which control the operation of the plurality of jack devices 1, 1a.

The construction method using the jack devices 1, 1a, the wire tensioning devices 2, 2a, and the height detecting devices 3, 3a, as shown in FIG. The roof A of the building D is assembled beforehand on the projecting foundation C of the concrete foundation B constructed in advance, and a plurality of jack devices 1, 1a... 2a.. And the height detecting devices 3, 3a.

Then, as shown in FIG. 3, a plurality of portions of the roof portion A are supported from below by the jack devices 1, 1a,... , 2a... Hold a plurality of portions of the roof portion A in the horizontal direction, and the height detecting devices 3, 3a... Detect the pushing-up heights of the plurality of portions of the roof portion A, and the jack devices 1, 1a.
…, Wire tensioning device 2, 2a… and height detecting device 3, 3a
The roof part A is raised almost evenly by the cooperation of the outer wall material E including the pillar between the projecting foundation C of the concrete foundation B and the roof part A.
Assemble and construct.

As shown in FIGS. 2 and 3, a gantry F is installed between the projecting foundation C and the roof A. However, such a gantry F is not particularly required. A shows the embodiment constructed above the projecting foundation C via the outer wall material E. However, the roof part A may be installed on the concrete foundation B via the outer wall material E.

The concrete foundation B and the protruding foundation C constructed on the ground GL include, for example, solid foundation (total foundation), cloth foundation, independent foundation, discarded concrete, and the like.
A part is formed in the ground GL, in a plane on the ground GL, or upwardly projecting on the ground GL.

The jack devices 1, 1a, wire tension devices 2, 2a, and height detecting devices 3, 3a are installed on the ground GL, on the concrete foundation B,
That is, on a slab of a solid foundation, and as an installation place of the groundwork base F, a beam (including a wall-shaped one), a stone slab, a base provided thereon, and a column slightly protruding from the ground GL are provided. However, it may be installed directly on the concrete foundation B.

FIG. 1 shows the installation locations of the jack devices 1, 1a,..., The wire tension devices 2, 2a, and the height detection devices 3, 3a. Like, 4 for roof A of one room
Since even four places and eight places are respectively installed, and the building D usually has a plurality of rooms, as shown in FIG. 4, the jack devices 1, 1a, the wire tensioning devices 2, 2a,. (Not shown) and the total number of height detecting devices 3, 3a...

As an example of the installation and fixing of the upper and lower ends of the jack devices 1, 1a,..., The lower concrete foundation B and the protruding foundation C are fixed, for example, at 45 degrees to a fire excavation base (not shown). Utilizing the upper roof A
As shown in FIGS. 2, 3, 5, etc., the upper blow beam H fixed in the same state as the lower blow base is used.

The equipment used in the erection method according to the present invention will be described below in sequence. As shown in the overall views of FIGS. 5, 6 and 7, the roof portion A is supported at a plurality of places and pushed up vertically. In the jack devices 1, 1a, ... The guide fixing table 14 is horizontally installed above the motor base 10 via the main columns 13, 13a.

More specifically, as shown in FIGS. 11, 12, and 13, the original base plate 15 is placed on the ground GL or the concrete foundation B.
Are laid horizontally, and the height is adjustable on the original base plate 15 through rotary adjusters 16, 16a... In the 45-degree direction on the inner side of the corners of the projecting foundation C, that is, the fire strut (fire strut H).
In the orthogonal direction, two L-shaped base beams 17, 17a provided at predetermined intervals are installed so as to be adjustable in height.

Two L-shaped second base beams 18, 18a having a predetermined interval in the orthogonal direction are fixed between the two base beams 17, 17a. Base beam
A base plate 19 is fixed between 18 and 18a, and the second base beams 18 and 18 are fixed.
The operating part 11 for the jack table 12 is installed in the up-down direction with a and a contact plate 20 laid on the base plate 19 interposed therebetween.

Also, hollow prism-shaped main columns 13, 13a... Having a predetermined interval are fixed vertically on two base beams 17, 17a, respectively. , 21, the two main pillars 13, 13 a,.
Guide rails 21 and 21a for the jack table 12 are fixed vertically in the opposite inside direction.

As shown in FIGS. 11, 12, and 13, reference numeral 22 denotes a shaft drive unit of the operating unit 11 installed on the contact plate 20 of the base plate 19, and a worm reducer 23 is provided beside the shaft drive unit 22. A main motor 24 that rotates forward and reverse is connected via a shaft. As shown in FIG. 14, a cylindrical drive cylinder 25 that can rotate forward and reverse is installed at the center of the shaft drive section 22. A feed screw 27 for moving the jack table 12 up and down via a key 26 is installed in the inside so as to be rotatable in the vertical direction.

As shown in FIGS. 15, 16, 17, and 18, 30 and 30a are a pair of prism-shaped ceiling beams on a guide fixing table 14 fixed to the upper ends of the main columns 13, 13a.
The ceiling beams 30, 30a have the same arrangement as the lower base beams 17, 17a, and have a shorter inward end than the base beams 17, 17a, and have an L-shape between the ceiling beams 30, 30a. And the second ceiling beams 31, 31a are provided.
a The ceiling base plate 32 is laid on the top.

Then, the upper end of the feed screw 27 driven by the operating portion 11 to move the jack table 12 up and down is inserted and projected into the through hole 33 penetrating through the center of the ceiling base plate 32, as described above. The upper end of the feed screw 27 is rotatably supported by a bearing 34 provided on the base plate 32.

Next, a description will be given of the guide rails 21 and 21a supported by the motor base 10 and other members and the jack table 12 which moves up and down by the feed screw 27. FIGS. As shown in the partial views of 20, 21, a vertical guide provided with linear guides 40, 40a... Of the jack table 12 fitted to guide rails 21, 21a mounted on the vertical main columns 13, 13a. First and second horizontal tables 42 and 43 are mounted on both inner and outer sides of the plate 41, respectively.

Then, as shown in FIG. 24, the feed screw 27 is inserted into a screw shaft insertion hole 44 penetrating through a predetermined portion of the first table 42 on the inner side of the jack table 12. A holder 47 having a resin layer 46 on the upper surface, which is supported by support members 45 and 45a attached to the first table 42 around the feed screw 27, is attached to the lower surface of the first table 42 and the holder 47 A bearing substrate 48 is installed on the lower surface of the bearing substrate 48, and a feed nut 49 is provided on the upper portion of the bearing substrate 48 and screwed with the feed screw 27. With the rotation of the feed screw 27, the jack table 12 moves up and down via the feed nut 49. It is made to do.

As shown in FIGS. 19 to 23, a substantially triangular rotary table 50 is rotatably installed on the upper surface of the second table 43 on the outer side of the jack table 12. A bearing 51 is installed at a predetermined location, and the rotary shaft 52 is rotatably inserted into the rotary table 50 and the bearing 51, and a plunger provided on the second table 43 is positioned in a positioning recess provided on the lower surface of the rotary table 50. A positioning means 53 which can be freely fitted is provided, and a rotary table is provided on the second table 43.
50 can be freely rotated and fixed in position.

The pedestals 54, 54a are provided at predetermined places (three places in the drawing) on the second table 43 so as to protrude upward, and a short height H1 is fitted to the upper ends of the pedestals 54, 54a. The protruding portions 55, 55a are respectively protruded, and the lower end of a push-up support 60, which will be described later, can be placed on the pedestals 54, 54a and the fitting protruding portions 55, 55a.

Next, it is placed on the jack table 12,
A description will be given of a push-up strut 60 that fixes the roof A to the upper end and pushes up the roof A in accordance with the elevation of the jack table 12, as shown in FIG.
A plurality of plane triangular divided struts 61, 61a... Corresponding to the divided ascending amount (span SP) obtained by dividing the entire ascending amount (total span TSP) of the roof A are pushed upward from the lowermost end thereof. And accumulate sequentially.

As shown in FIGS.
1, 61a ... Three cylindrical support columns 6 in the vertical direction.
2, 62a are fixed, and fixing bars 63, 63a are horizontally mounted between the support columns 62, 62a at appropriate intervals in the vertical direction.

As shown in FIG. 10, the lower ends of the cylindrical support columns 62, 62a are freely fitted into the fitting projections 55, 55a on the pedestals 54, 54a in the jack table 12. Are formed as fitting recesses 64, 64a.

As shown in FIGS. 5, 6, and 7, in the uppermost divided support column 61z, a mounting base 65 is provided at the upper ends of the support columns 62, 62a. , Except for the supporting columns 61, 61a, etc., as shown in FIG.
A pedestal at the jack table 12 at the upper end of 62
Fitting protrusions 66, 66a, which have the same shape as the fitting protrusions 55, 55a,...

The fitting recesses 64, 64a... Set at the lower ends of the support pillars 62, 62a are free to fit into the fitting projections 55, 55a.
The fitting projections 66, 66a provided at the upper end of 62a are, of course, capable of being fitted into the fitting projections 66a, 66a.
The support pillars 62, 62a are vertically connectable to each other.

The pedestal 54 of the jack table 12
54a ... fitting projections 55, 55a at the upper end, and split columns 61, 61
a ... the supporting columns 62, 62a at the upper end ... fitting projections 66, 66a at the upper end
As shown in FIG. 10, in the setting of the height dimension of the jack table 1, the vertical stroke S of the jack table 12 in the jack device 1, 1a is set so that the divided columns 61, 61a. , 61a... And the height H1 of the fitting projections 55, 55a.

Further, a divided column to be added between the jack table 12 and the divided columns 61, 61a,...
When the 61, 61a,... Are assembled, it is necessary to secure their connection state, so the fitting projections 55, 55a,.
, And the fitting projections 66, 66a of the divided columns 61, 61a...
And the rotation of the second table 43 in the jack table 12, that is, the retraction state setting of the pedestals 54, 54a... Of the jack table 12 immediately below the divided columns 61, 61a. It is free.

As shown in FIGS. 5, 6, 7, 15, and 18, a position holding bar 68 is provided together with reinforcing plates 67, 67a, between the support columns 62, 62a, below the divided columns 61, 61a,. Are mounted on the jack table 12 and the upper ends of the divided columns 61, 61a are inserted into the space 69 of the second ceiling beams 31, 31a. The fire struts H of the roof A are fixed on a mounting base 65 provided on the upper end of the support column 62, 62a.

Also, as shown in FIGS.
Are guides provided on the guide fixed table 14 so as to be directed to the space 69 in which the divided columns 61, 61a are inserted and arranged. The guides 80, 80a are fixed on the guide fixed table 14. A guide roller 82, 82a having a guide surface adapted to the outer peripheral surface of the support column 62, 62a of the divided columns 61, 61a is rotatably mounted on the mounting seats 81, 81a, and is divided vertically. The columns 61, 61a ... maintain the posture.

Also, stoppers 83, 83a are provided on the sides of the guide portions 80, 80a, and the stoppers 83, 83a are of a swing type as shown in the drawing. The mounting shafts 84, 84a,.
, And a pair of stopper arms 86, 86a at both ends of the rotating shafts 85, 85a are mounted in the space 69 direction, and are provided with seats 87, 87a provided on the upper end surface of the stopper arms 86, 86a. The position supporting bars 68, 68a,... Of the divided columns 61, 61a,.

The guide fixing table 14 and the stopper arm
A spring 88 for pulling the stopper arms 86, 86a... Downward is interposed between 86, 86a.
a ... is urged downward, but the stopper arms 86, 86a ...
It may swing downward by its own weight.

With such a configuration, FIG.
(C) As shown in FIGS. 10 (a) and 10 (b), the divided struts 61, 61
In accordance with the rise of a (total stroke TS), the stopper arms 86, 86a are fixed rods 63, 63a of the divided columns 61, 61a.
Alternatively, it is pushed up by the position holding bars 68, 68a and swings upward, and the stopper arms 86, 86a are lowered by the action of the spring 88 due to the passage of the position holding bars 68, 68a and so on to return to the original horizontal position. Return.

When the divided struts 61, 61a are lowered by the fixed stroke KS, the stopper arms 86, 86a, which have returned to the horizontal position, hold the position holding bars 6 of the divided struts 61, 61a,.
8, 68a... Are received, and ascending (stroke S) of the divided columns 61, 61a.

As shown in FIG. 15, some stoppers
83, 83a (in the figure, the stopper 83 on the side of the feed screw 27), the pivot shaft 85 of the stopper arms 86, 86a.
And an operating handle 90 is attached to the swinging shaft 89, and a spring 88 for urging the stopper arms 86, 86a... Downward in the remaining stoppers 83a, 83b is detachable. ing.

The stoppers 83, 83a,... May be of any type other than the swing type shown in the drawings. For example, in the case of the forward / backward type, the electric type provided on the guide fixing table 14 may be used.
Hydraulic, pneumatic, etc., movable stopper rods are provided with stoppers to provide position holding bars 68, 68a for the divided columns 61, 61a,.
May be accepted.

Next, the wire tensioning devices 2, 2a,... For holding the roof A at a plurality of positions will be described.
Motors are mounted on the base plate 100 as shown in 5, 26 and 27.
101, a speed reducer 102, and a winch 103 are arranged in a connected state, respectively, and the tip of a wire 105 wound around a drum 104 of the winch 103 is fixed to a predetermined portion of a roof A.

As shown in FIGS. 1, 2, and 3, two wire tensioning devices 2, 2a... Are respectively moved in different directions with respect to jack devices 1, 1a. In the drawing, wire tension devices 2, 2a... Are installed at positions furthest to the jack devices 1, 1a.
5 is installed in an inclined state.

As shown in FIGS. 25, 26, and 27, the motor 101 in the wire tensioning devices 2, 2a,... Motor 101
A sprocket 108 is mounted on a rotary shaft 106 of the speed reducer 102 via a torque limiter 107, and a chain 110 is wound around a sprocket 108a mounted on an input rotary shaft 109 of the speed reducer 102.

The speed reducer 102 has a self-locking mechanism,
A worm speed reducer having an action, and a drum rotating shaft 112 extending integrally with the output rotating shaft 111 of the speed reducer 102
Of the winch 103 is rotatably received by a bearing 113 installed on the base plate 100, and the drum
104 is installed.

A supplementary description will be given of a configuration in which the speed reducer 102 is formed as a worm speed reducer having a worm gear so as to have a self-locking (reverse rotation prevention, rotation prevention) function. The mounted worm is engaged with a worm wheel mounted on the output rotary shaft 111 to form a speed reducer. The worm speed reducer has a speed reducing action and has a worm wheel side, that is, a drum.
The drum rotating shaft 112 to which the shaft 104 is attached has a self-locking function that cannot be rotationally driven from the output rotating shaft 111 side. The self-locking function may be performed by an interlocking mechanism other than the speed reducer 102.

Therefore, when the motor 101 of the wire tensioning devices 2, 2a,... Is rotated forward, the sprocket 108 connected by the torque limiter 107 rotates, and is reduced by the speed reducer 102 having a built-in worm gear, so that the drum 104 rotates forward. And
An appropriate length of wire 105 is sent out.

Immediately after that, when the motor 101 is rotated in the reverse direction, the wire 105 sent out immediately before is wound up along the same conduction path as in the normal rotation, and immediately after the winding of the wire 105 is completed, the connection force of the torque limiter 107 is increased. When the rotating shaft 106 of the motor 101 idles (slip), the reverse rotation of the motor 101 is stopped.

As will be described later, when the wire 105 wound around the drum 104 is pulled from the outside, an external force of positive rotation in the feed direction acts on the drum 104, but the drum rotating shaft 112 of the drum 104 Reducer connected to
A worm wheel is attached to the output rotating shaft 111 of the motor 102, and the worm wheel meshes with the worm on the input rotating shaft 109 side so that the worm cannot rotate. Therefore, the drum 104 cannot rotate and the wire 105 is pulled. In this state, it is impossible to extend the wire 105 from the drum 104.

Next, the height detectors 3, 3a,... Will be described. As shown in FIGS.
A wire storage body installed on the wire storage body.
A drum 123 for winding the sensor wire 122 is rotatably built in the inside 121, and a rotational force in a direction for winding the sensor wire 122 is applied to the drum 123,
An encoder 124 for detecting the amount of the sensor wire 122 pulled out is built in the wire housing 121.

As shown in FIGS. 28, 29, and 31, a guide roller 126 is rotatably mounted on a holding plate 125 provided on a base plate 120, and the tip of a sensor wire 122 pulled out of a wire housing 121 is attached to the guide roller 126. , Guide roller 126
Are installed at appropriate locations on the roof A so as to be directed upward, and height detectors 3, 3a... Are installed near the jack devices 1, 1a.

The wire housing 121 and the guide roller 12
6, between the winding adjustment member 127 of the sensor wire 122
As shown in detail in FIG. 30, a second holding plate 128 is provided at a position parallel to the holding plate 125 and at a position where the sensor wire 122 is inserted between the holding plate 125 and the holding plate 125. A nut 129 fixed to the second holding plate 128 and having a threaded portion and having a reciprocable fixing member 130 is mounted at a position facing the holding plate 125, and the middle of the sensor wire 122 is held between the holding plate 125 and the fixing member 130. It is free.

Next, the erection method according to the present invention will be described. First, as shown in FIG.
In 1a, the jack table 12 is formed at the lowermost position, and the first divided support column 61 of the support column 60 is arranged on the pedestals 54, 54a on the jack table 12, and
The uppermost divided column 61z with the bracket 70 mounted thereon is arranged on the divided column 61, and the bracket 70
Is fixed.

Further, in the wire tensioning devices 2, 2a,.
As shown in FIG. 2, the motor 101 is rotated forward to
Then, the tip of the wire 105 is lifted up and fixed to the bracket 70 of the support column 60, and then the motor 101 is rotated in the reverse direction so that the wire 105 does not hang down by its own weight, i.e., the wire 105 is straightened without slack. Stretch in an inclined manner.

In the height detecting devices 3, 3a,.
As shown in (1), the sensor wire 122 is pulled out, and its tip is attached to an appropriate position on the roof A, and the jack device 1,
1a ..., wire tensioning device 2, 2a ... and height detecting device 3,
3a ... control is set to the linked state.

When the main motors 24 in all the jack devices 1, 1a,... Are started, the feed screw 27 rotates at a constant speed through the worm speed reducer 23, and the feed screw 27 is fed to the feed nut of the jack table 12. Since 49 is engaged, the jack table 12 rises at a constant speed, and the split strut 61,
61z is pushed up, and the roof part A rises at a constant speed via the bracket 70 on the division | segmentation support | pillar 61z.

While the roof A is rising at a constant speed, the divided struts
The stopper arms 86, 86a ... are swung upward by the contact of the 61 fixing rods 63, 63a ... and the position holding bars 68, 68a ..., and the fixing rods 63, 63a ... and the position holding bars 68, 68a ... are raised. After passing, the stopper arms 86, 86a... Swing downward, and after passing through the position holding bars 68, 68a..., At the highest position of the total stroke TS shown in FIGS. The lifting of the jack table 12 is stopped.

Conversely, FIGS. 8B, 8C, 10A,
When the jack table 12 is lowered by a predetermined amount of the fixed stroke KS shown in (b), since the stopper arms 86, 86a.
86a, the push-up support 60 is held at the position shown in FIGS. 8 (c) and 10 (b).

After stopping the lowering of the push-up support 60, the jack table 12 is lowered to the initial lowermost position as shown in FIGS. 8 (c) and 9 (d). To stop the ascending installation of the first split strut 61, install the split strut 61a for the next span SP,
Get ready to climb.

That is, as shown by the one-dot chain line in FIG. 19, when the jack table 12 is rotated by a predetermined angle, FIG.
As shown in FIG. 9, the pedestals 54, 54a... Of the jack table 12 are retracted from immediately below the upper divided support column 61, and as shown in FIGS. 9 (d) and 10 (b). The next divided support column 61a is disposed immediately below the above, and in such a state, there is a margin α between the upper divided support column 61 and the next divided support column 61a.
With the above spacing, the arrangement of the next divided support column 61a is facilitated.

Then, as shown in FIGS. 10B and 10C,
The fitting projection 6 at the upper end of the support columns 62, 62a,.
Next, as shown in FIG. 10 (d), the next divided support column 61a is lifted so that 6, 66a... Are fitted into the raised support columns 62, 62a. Then, the jack table 12 is rotated to return to the original position (the solid line position in FIG. 19), and the pedestals 54, 54a,... Of the jack table 12 are positioned immediately below the next divided support column 61a.

Then, the pedestals 54 of the jack table 12
The lower portion of the divided support column 61a is slightly lowered so that the fitting recesses 64, 64a at the lower end of the next divided support column 61a are fitted into the fitting protrusions 55, 55a of a. Five
4, 54a…, the next divided strut 61a, the raised divided strut 61, 61
z, the bracket 70 and the roof A are in a tentatively connected state.

The jack table 12 is raised by the operation of the main motor 24 in the jack devices 1, 1a..., As shown in FIG. 10 (e), the stroke S of the jack table 12 and the divided struts 61, 61a. From the temporary connection state caused by the difference of the spans SP, the next divided support column 61a for the second span SP is raised and connected.

Thereafter, similarly to the above, the jack table 12
Due to the vertical movement of the second, third,.
When the roof A is raised by a necessary amount (total span TSP) as shown in FIG.
The outer wall material E is attached between the projecting foundation C and the roof part A.

In a building D having two or more floors, house-up work is performed on the outer wall material E installed on the protruding foundation C in substantially the same procedure as the outer wall material E on the first floor.

On the other hand, at the time of lifting the roof A by the jack devices 1, 1a, the wire tensioning devices 2, 2a,... Produce the following operation to prevent the roof A, which is lifted and raised, from collapsing in the horizontal direction. Do.

That is, the tips of a large number of wires 105 of the wire tensioning devices 2, 2a,... Installed on the ground GL are fixed to the roof A. 105 is stretched in a straight or slanted state without slack, and the roof A rises little by little at a constant speed.
The roof portion A is pulled in a plurality of horizontal directions by the wire 105 wound around the non-rotating drum 104 and in a non-retractable state, and the roof portion A is prevented from collapsing.

When the roof A is lifted, the wire 105 is continuously stretched within its elasticity limit, that is, the wire 105 is stretched within its elastic limit. The tensile action on A continues.

In the tensile deformation state of the wire 105 within the above elastic limit, a plurality of wire tensioning devices 2 and 2a
Are sequentially operated, that is, the motors 101 of the wire tensioning devices 2, 2a are rotated in the forward and reverse directions to eliminate the tensile deformation state of the wire 105 and reset the state without slack.

More specifically, the motor 101 is rotated forward to extend a predetermined amount of the wire 105 (estimated deformation elongation + α), and the wire 105 is changed from a tensioned state to a relaxed state. Eliminate the condition, immediately after,
The motor 101 is rotated in the reverse direction to apply tension, and the wire 105 is wound up. State.

Then, the wire 105 becomes linear,
When it becomes impossible to wind up, the motor 101 stops rotating when the transmission force of the torque limiter 107 is exceeded and the motor 101 idles, and the wire 105 is in a state without slack and decelerates. The machine 102 has a reverse rotation preventing action having a worm and a worm wheel to set a state in which the wire 105 can be pulled and deformed within the elastic limit.

As an example of the setting time of the feeding of the wire 105, any time may be used as long as it is within the elastic limit of the wire 105. For example, the time at which the deformation elongation rate of the wire 105 approaches 3% may be calculated. The tension state is set by loosening the wire 105 so as to perform the feeding of% (3% + α).

When the jack table 12 is temporarily lowered for the fixed stroke KS as shown in FIGS. 8B and 8C, the tension deformation state of the wire 105 is reduced while maintaining the tension state. By setting the tension state, the roof A is prevented from collapsing even in such a period.

The two wire tensioning devices 2, 2a... Are installed for one jack device 1, 1a..., And the four jacks are installed for one section. The devices 1, 1a... Always raise the roof A at a constant speed, whereas the wire tensioning devices 2, 2a.

For example, two wire tensioning devices 2, 2a... For one jack device 1, 1a... Are performed with a time difference, and four wire tensioning devices 2, 2a.
At least one time difference
The wire 10 for the jack devices 1, 1a,.
5 and the four jack devices 1, 1a... Are given three tensile actions, and one wire tensioning device 2, 2a during the tension setting.
Since most of the wire tensioning devices 2, 2a,... Other than... Are in tension, the roof A is prevented from collapsing.

In addition to the operation of the jack devices 1, 1a and the wire tensioning devices 2, 2a, the height detecting devices 3, 3a.
Detects and controls the equally raised state of the roof A.

For example, if the roof A is not evenly lifted for some reason, the encoder 124 of the height detectors 3, 3a... .. And the wire tensioning devices 2, 2a... Are urged or the other components are temporarily stopped, and the roof A is evenly raised.

Next, after the roof A is completely lifted, the outer wall material E is constructed, and the jack devices 1, 1a,..., The wire tension devices 2, 2a,. And removal of the height detection devices 3, 3a,.

The jack devices 1, 1a,...
The stopper arms 86, 86a of two of the stoppers 83, 83a are retracted upward, for example, and are swung up to the uppermost end, and the stopper arms 86, 86a of one of the stoppers 83, 83a. ... once in the retracted state,
The stopper arms 86, 86a are returned by lowering 61, 61a, and the upper divided support column at the time of the lowermost of the divided support columns 61, 61a.
61, 61a ... are held.

The jack table 12 and the upper divided columns 61, 61a are connected in the reverse order of the connection of the divided columns 61, 61a.
Are lifted, the jack table 12 is rotated, the lower divided posts 61, 61a,... Are removed, and then the lower divided posts 61, 61a,.

When the split posts 61, 61a are raised, three stoppers 83, 83a are used to lift the roof A, but when the split posts 61, 61a are lowered, the split posts 61, 61a,. 61a… only one weight, one stopper
83, 83a ... alone can withstand the load.

In the wire tensioning devices 2, 2a, the wire 105 is wound by the operation of the motor 101. In the height detecting devices 3, 3a, the sensor wire is adjusted by the winding adjusting member 127. After fixing 122, sensor wire
Remove the tip of 122 and put all sensor wires on the ground.
After dropping the sensor wire 122, the sensor wire 122 is regularly wound around the drum 123 while adjusting the winding adjusting member 127.

In addition to the above embodiment, a modified example of the construction method according to the present invention will be described. First, the jack devices 1, 1a ...
In that case, the operation source is the main motor 24, but it may be an operation source other than an electric operation type, for example, a hydraulic type, a pneumatic type, a cylinder type, or any other type, and is an electric operation type. As a result, at a normal construction site, since there is a power source, there is an advantage that the jack devices 1, 1a ... Can be easily installed and operated.

Further, although the raising amount setting in the jack devices 1, 1a ... Is divided, the present invention is not limited to this type, and it is also possible to raise the entire raising amount at a time, or the feed screw 27. Although the jack table 12 is lifted by the feed nut 49 and the feed nut 49, these changes can of course be made, and a pantograph type or other forms may be used.

[0090]

In summary, according to the present invention, the roof A of the building D is assembled on the ground GL or on the concrete foundation B constructed on the ground GL.
By assembling the roof part A in advance, the subsequent construction work of the building D can be performed under the roof part A. Therefore, it is possible to perform safety work in a low position, and in bad weather such as rainfall. But you can do the work.

Further, between the ground GL or the concrete foundation B and the roof portion A, a plurality of jack devices 1, 1a ... Supporting and pushing up a plurality of portions of the roof portion A are installed, and on the ground GL or the concrete foundation B. Since the plurality of wire tensioning devices 2, 2a fixedly installed above are equipped with the wire 105, the vertical pushing-up work of the roof part A is performed by the jack devices 1, 1a. The wire tensioning devices 2, 2a ... share the function of preventing collapse, so that the equipment for pushing up the roof portion A is jack equipment 1, 1a ... and wire tensioning equipment 2, 2a ... You can go and divide the equipment.

Further, a plurality of jack devices 1, 1a ... And wire tension devices 2, 2a ..
1a ... and the wire tensioning devices 2, 2a ... can be further downsized by reducing the amount of work and load, and therefore can be installed and removed by carpenters.
It enables a safe and simple construction method even in a place where it is difficult to use a decker car, or a carpenter can construct a building without a decker car and its operator.

Further, the tip of the wire 105 is attached to the roof portion A in a different direction, and the wire 105 is attached without slack, and the roof portion A is pushed up by the jack devices 1, 1a. Since the wire 105 is fed out, the wire 105 is in a state without slack, so that the roof part A is pulled in a plurality of horizontal directions in a constantly tensioned state. The collapse of the part A can be prevented, and the wire 105 can be pushed up and the collapse can be easily prevented by directly performing the feeding operation of the wire 105 and incidentally according to the rise of the roof part A. Can be done.

Also, there is no slack in the wire 105,
In the state in which 105 is unrolled, the wire 105 is pulled and deformed within the elastic limit by the tensile action on the wire 105 due to the rise of the roof part A, and the wire 105 is unrolled as the roof part A is raised. Even when the roof portion A is pushed up at a constant speed, the wire 10 is pulled in the pulling action of the wire 105 that prevents the roof portion A from collapsing.
During the deformation time within the elastic limit of 5, it is possible to dispense with the wire 105 feeding out operation, and therefore, the complete interlocking of the jack devices 1, 1a ... And the wire tensioning devices 2, 2a. Both work of pushing up A and preventing collapse can be performed easily.

The plurality of wire tensioning devices 2, 2a ...
A wire 105 is wound around the drum 104 and the drum 105
A motor 101 for rotating the motor 104 forward and reverse and a rotation prevention device for the drum 104 are provided, so that the tension state of the wire 105 can be set easily and without complicated control.
For example, it can be done with a worm reducer, and the drum 10
Immediately after rotating the wire 4 forward and feeding out the wire 105, the drum 104 is rotated in the reverse direction and the rotation of the drum 104 is prevented so that the wire 105 is not loosened and the wire 105 is fed out. By setting the tension state of the wire 105 by a simple operation using a device such as a worm speed reducer, the collapse of the roof portion A by the wire 105 can be constantly prevented.

Further, since the roof portion A is pushed up in a continuously raised state, the smooth pushing operation allows the roof portion A to be pushed up stably and smoothly without exerting an unreasonable and sudden force. And the wire 105 according to claim 1.
By cooperating with the operation of, it is possible to further smoothly and easily push up the roof portion A.

Further, the total amount of rise of the roof portion A is divided, and the pushing state due to the continuous rise state of the roof portion A and the stop state of the rise of the roof portion A are alternately set. Since the member for controlling the amount of one rise in 1, 1a ... Is additionally set and the ascent of the roof portion is restarted, the same effect as the invention according to claim 3 is obtained, and the pushing member for the roof portion A is obtained. Can be miniaturized.

Further, a plurality of height detecting devices 3, 3a ... Are provided on the ground GL or the concrete foundation B, and signals of the height detecting devices 3, 3a. Since the operation of the plurality of jack devices 1, 1a ... Is controlled, the height of the plurality of jack devices 1, 1a ... Or the wire tensioning device 2, 2a. The roof portion A can be evenly raised by the signals and controls of the detection devices 3, 3a ... And its practical effect is very great.

[Brief description of the drawings]

FIG. 1 is a construction plan view for explaining a construction method according to the present invention.

FIG. 2 is a construction side view of FIG.

FIG. 3 is a construction side view when the roof is raised.

FIG. 4 is a schematic construction plan view showing the entire building.

FIG. 5 is a front view of the jack device.

FIG. 6 is a side view of the jack device.

7 is a cross-sectional view taken along the line AA of FIG.

FIG. 8 is a process drawing in the jack device.

FIG. 9 is a process drawing in the jack device following FIG. 8;

FIG. 10 is an explanatory diagram showing connection of divided struts in a jack device.

FIG. 11 is a plan view of a motor base in the jack device.

FIG. 12 is a front view of FIG. 11;

FIG. 13 is a right side view of FIG.

FIG. 14 is a partial sectional view taken along the line BB of FIG. 11;

FIG. 15 is a plan view of a guide in the jack device.

16 is a front view of a main part of FIG.

FIG. 17 is a right side view of FIG.

18 is a sectional view taken along the line CC in FIG.

FIG. 19 is a plan view of a turntable in the jack device.

FIG. 20 is a plan view of FIG. 19;

FIG. 21 is a right side view of FIG. 19;

FIG. 22 is a sectional view taken along line DD of FIG. 20;

FIG. 23 is a sectional view taken along the line EE of FIG. 20;

FIG. 24 is a sectional view taken along line FF of FIG. 19;

FIG. 25 is a front view of the wire tensioning device.

FIG. 26 is a side view of FIG. 25.

FIG. 27 is a partial cross-sectional plan view of FIG. 25.

FIG. 28 is a front view of the height detecting device.

FIG. 29 is a plan view of FIG. 28.

30 is a sectional view taken along the line GG of FIG. 28.

FIG. 31 is a sectional view taken along line HH of FIG. 28;

[Explanation of symbols]

 1, 1a… Jack device 2, 2a… Wire tension device 3, 3a… Height detection device 101 Motor 104 Drum 105 Wire A Roof part B Concrete foundation C Projection foundation D Building GL Ground

Claims (5)

[Claims] 1. A plurality of jack devices for assembling a roof of a building on a ground or a concrete foundation constructed on the ground, and supporting and pushing up a plurality of portions of the roof between the ground or the concrete foundation and the roof. Is installed, equipped with wires on a plurality of wire tensioning devices fixedly installed on the ground or concrete foundation, the tip of the wire on the roof,
Attach the wires in different directions and with no slack, push up the roof part with the jack device, and pull the wire by the lift of the roof part to pull and deform the wire within the elastic limit and raise the roof part. The erection method is characterized by the fact that the wire is extended along with it. 2. A plurality of wire tensioning devices are configured by winding a wire around a drum, and providing a motor for rotating the drum forward and backward and a device for preventing rotation of the drum, and immediately after rotating the drum forward and feeding out the wire. The erection method according to claim 1, wherein the drum is rotated in the reverse direction and the rotation of the drum is prevented so that there is no slack in the wire and the wire is fed out. 3. The erection method according to claim 1, wherein the roof portion is pushed up in a continuously raised state. 4. The total amount of lift of the roof portion is divided, and a push-up state due to a continuous lift state of the roof portion and a stop state of the roof portion lift are alternately set, and once in the stop state after the lift, the jack device is operated once. 3. The erection method according to claim 1 or 2, wherein a member that controls the amount of rise of the roof is additionally set so that the rise of the roof portion is restarted. 5. A plurality of height detecting devices are provided on the ground or on a concrete foundation, and the roof is raised almost evenly.
5. The construction method according to claim 1, wherein the operation of the plurality of jack devices is controlled by a signal of the height detecting device.