JPH10121737A - Horizontal measurement device for structure rising method - Google Patents

Abstract

PROBLEM TO BE SOLVED: To execute an execution method for assembling exterior wall boards after the preassembly and pushing-up of a roof section without requiring a deck-car. SOLUTION: A pushing-up jack device for a roof section A, a horizontal measurement device for horizontal position holding and a wire tension device are installed, the wire is mounted to the roof section A in a state to have no slackness therein, the wire is let off with the pushing-up of the roof section A by the jack device, and individual devices are miniaturized by taking over a portion of jack-up work and collapse prevention work with separate devices and operation at a plurality of places. The horizontal measurement device is constituted of a standard setting wire 171 mounted to the roof section A and a touch-switch type of detection plate and is miniaturized.

Description

DETAILED DESCRIPTION OF THE INVENTION

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to, for example, assembling a roof of a building on a concrete foundation, pushing up the roof with a jack device, and then installing a wall axle or an outer wall in a space between the concrete foundation and the roof. The present invention relates to a horizontal measuring device for a building ascending method, which is used in a construction method for assembling materials and the like, and detects a horizontal state of an elevated roof portion.

[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.

Further, when the roof is jacked up, if the roof is pushed up in a completely horizontal state, a lateral displacement of the roof occurs, and the outer wall material cannot be vertically assembled between the floor dyeing and the shed dyeing. If the accuracy and strength of the jack-up device must be significantly increased, or if a fall prevention device is used, a delicate adjustment work is required, and the work has a completely different purpose and characteristics from the original purpose of the fall prevention. And it was impossible to provide commonality.

Further, the jack-up device and the fall prevention device are large in size and have a drawback that the removal operation is very difficult because they are present inside the building after the completion of the building.

[0011]

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 realized, making it possible to build with only a carpenter without the need for a decker truck, and also safely and accurately maintain the level of the pushed up roof when constructing the building It is an object of the present invention to provide a horizontal measuring device for a building ascending method in which a state is detected and the building is rebuilt by utilizing a collapse prevention effect which has been shared.

[0012]

SUMMARY OF THE INVENTION According to the present invention, a jack-up device and a fall prevention device based on the above-mentioned prior art are large devices, which still require a decker truck, and that the pushed-up roof is non-horizontal. In consideration of the problem that requires rebuilding when in the state, a jack device for pushing up the roof on the ground etc., a wire tensioning device for maintaining the horizontal position of the roof, and a horizontal measuring device for detecting the horizontal state of the roof, respectively Install multiple.

[0013] The wire of the wire tensioning device is attached to the roof in a state where the wire is not loosened, the roof is pushed up by the jack device, and the wire is fed out as the roof rises. The separate jack-up device and the collapse prevention device are miniaturized by performing the up and collapse prevention by separate devices and functions, and by sharing them at a plurality of locations.

Further, even if the roof is pulled in the horizontal direction by the wire tensioning device, even if the maintenance of the horizontal direction is broken even by a small amount, the non-horizontal state of the roof is detected by the horizontal measuring device, and the jack-up is stopped. In order to solve the above problem, some of the wire tensioning devices were used to pay out and store the wire, pull the roof in the required direction, restore the horizontal state of the roof, and rebuild the roof. Things.

Further, the horizontal measuring device senses by detecting the contact between the reference setting wire in the vertical direction and the detection plate, and as a specific means, attaches the upper end of the reference setting wire to a wire length adjusting mechanism provided on the roof. At the same time, a detection plate is installed on the concrete foundation (post of the board), and the reference setting wire is extended and stored according to the vertical movement of the roof, and the contact detection between the reference setting wire and the detection plate is converted into an electric signal and collapsed. Utilize the wire tension device in the prevention device.

Further, in the wire length adjusting mechanism,
A pair of interlocking counter-rotating drums is installed, and the reference setting wire is wound around one drum, and the adjustment wire wound around the other drum is fixed on the ground side. The wire is paid out from the wire length adjusting mechanism.

Further, the set weight attached to the tip of the reference setting wire and the reference weight on the ground side are opposed to each other, and the setting adjustment of the adjustment wire and the reference setting wire is performed on the base end side and the tip end side, respectively. I am doing it.

[0018]

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. An apparatus used in a building ascending method (building method) according to the present invention is shown in FIGS. To
A plurality of jack devices 1, 1a... That vertically push up a roof portion A including a ceiling, a plurality of collapse prevention devices 2, 2a... (Wire tension devices 4, 4a) that prevent the roof portion A to be raised from collapsing in the horizontal direction. And the horizontal measuring devices 5, 5a) and the height detecting devices 3, 3a (or the second) that detect the uniform rise of the roof A and control the operation of the jack devices 1, 1a,.
It consists of a height detector 6).

In this specification, the construction method is described in detail as a building ascending method.
As an application example other than the above, the present invention is also applied to a building such as a large or long building such as a bridge girder, that is, a completed product or a part of the building is raised, and the raised building is placed from below or at a raised position. After supporting from the horizontal direction, it is applied to a device for removing the jack devices 1, 1a, the collapsing prevention devices 2, 2a, and the height detecting devices 3, 3a, and also the jack devices 1, 1a, and the height detecting device. (Or the second height detecting device 6) and the specific structures of the wire tensioning devices 4, 4a.

The outline of the construction method using the jack devices 1, 1a,..., The fall prevention devices 2, 2a, and the height detection devices 3, 3a, is as shown in FIG.
The roof unit A of the building D is preliminarily assembled on the projecting foundation C of the concrete foundation B constructed thereon, and a plurality of jack devices 1, each of which is installed on the ground GL or on the concrete foundation B,
1a ..., collapse prevention devices 2, 2a ... and height detection devices 3, 3a ...
Are mounted on the roof A at predetermined locations.

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,... The horizontal state of the roof A is detected by the wire tensioning devices 4, 4a... And the horizontal measuring devices 5, 5a, and the roof A is held in a horizontal state.
3a... Detects a plurality of push-up heights of the roof A.

Then, the roof A is lifted while maintaining the horizontal state substantially uniformly by the cooperation of the jack devices 1, 1a, the fall prevention devices 2, 2a, and the height detection devices 3, 3a. An outer wall material E including a pillar is assembled between the projecting foundation C of the lower concrete foundation B and the upper roof A at the same position.

The collapse preventing devices 2, 2a are composed of wire tensioning devices 4, 4a and horizontal measuring devices 5, 5a, and the number of installations may be the same or non-identical.
As described later, the horizontal measuring devices 5 and 5a use the horizontal measuring devices 5 and 5a to check the horizontal state of the roof A, and the horizontal state is measured when the roof A rises. Use wire tensioning devices 4, 4a ... to maintain and roof A
The wire tensioning devices 4, 4a,... Are also used to restore the horizontal state of the roof A when the horizontality fluctuates by a predetermined amount during or after the ascent.

As shown in FIGS. 2 and 3, a gantry F is provided between the projecting foundation C and the roof A, but 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 to be 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 locations of the jack devices 1, 1a, the collapsing prevention devices 2, 2a, and the height detecting devices 3, 3a, are on the ground GL or on the concrete foundation B, ie, the solid foundation. The laying slab F is installed on a slab, and beams (including wall-like ones), cloth stones, foundations provided on these parts, and pillars projecting slightly upward from the ground GL, It may be installed directly on the concrete foundation B.

The jack devices 1, 1a,..., The wire tension devices 4, 4a... And the height detecting devices 3, 3a... For the concrete foundation B and the protruding foundation C or the roof A are installed. As shown in FIG. 1, four, four, and eight locations are installed on the roof A of one room.

Normally, since the building D has a plurality of rooms, as shown in FIG. 4, the wire tensioning devices 4, the jack devices 1, 1a..., The collapse prevention devices 2, 2a. (Not shown), the horizontal measuring devices 5 and 5a of the fall prevention devices 2 and 2a are connected to the roof A, and the horizontal measuring device 5 , 5a are basically two.

In the drawings, the horizontal measuring devices 5 and 5a are connected to the roof A in order to improve the illustration of the horizontal measuring devices 5 and 5a.
It is preferably installed inside the roof part A in consideration of the influence of wind.

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, by a 45-degree slanting fire foundation (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.

In the following, the equipment used in the building elevating method (construction method) according to the present invention will be described in sequence. As shown in the overall views of FIGS. Device 1, 1a for pushing up vertically upward
.., The jack table 12 which is driven up and down by the operation of the operation unit 11 on the motor base 10 is directed in the direction of the fire foundation (fire strut H) (hereinafter, referred to as the inside direction or the inside direction). It can be set up and down freely, and the motor base 10
A guide fixing table 14 is horizontally installed upward through main columns 13, 13a.

In the motor base 10, the ground G
The motor base 10 is grounded via rotary adjusters 16, 16 a... Of which height is adjustable to L or the concrete foundation B, and is fixed by anchors 20.

Then, a rear base plate 19 is fixed on the motor base 10, and a driving source 11 a of the operating portion 11 for the jack table 12 is installed on the base plate 19, and is fixed to the motor base 10. The shaft drive unit 11b of the operating unit 11 is installed on the second base plate 19a.
Are provided at the corners, and a third base plate 19b is installed in parallel above the second base plate 19a.

A pair of hollow prism-shaped guide rails 21 and 21a for the jack table 12 are fixed vertically to the back of the two main columns 13, 13a standing on the motor base 10. .

The driving source 11a and the shaft driving unit 11b constituting the operating unit 11 of the jack table 12 are separately installed on the base plate 19 and the second base plate 19a.
Slide base plate installed on base plate 19 as shown in
Main motor of geared motor rotating forward and reverse on 19c
A worm speed reducer 23 connected to the worm speed reducer 23 is mounted and fixed, and a transmission pulley 23b is attached to an output shaft of the worm speed reducer 23.

The bearing 25 mounted on the second base plate 19a
The lower end of the feed screw 27 is rotatably supported, and the conductive pulley 23c is fixed at a slightly upper position with a key.The conductive pulley 23b of the drive source 11a and the conductive pulley 23c of the shaft drive unit 11b are fixed by an endless belt 26. A feed screw 27 for connecting and moving the jack table 12 up and down is installed rotatably in the up and down direction.

In the configuration in which the slide is adjusted on the slide base plate 19c on which the drive source 11a is installed, the feed screw shaft 29 is rotatably mounted as shown in FIG. Feed screw shaft on adjustment plate 19d
The leading end of the screw screw 29 is screwed in, and the feed screw shaft 29 is rotated by the operation handle 29a provided at the rear end of the feed screw shaft 29 to slide the slide base plate 19c, and is provided between the drive source 11a and the shaft drive unit 11b. The tension of the belt 26 is adjusted.

As shown in FIG. 6, a ceiling base plate 32 is laid over a guide fixing table 14 fixed to the upper ends of the main pillars 13, 13a..., And as shown in FIG. A second ceiling plate 32a for the feed screw 27 is laid over the upper ends of the rails 21 and 21a, and is driven by the operating unit 11 into a through hole (not shown) formed in the center of the second ceiling plate 32a. The upper end of the feed screw 27 for vertically moving the jack table 12 is inserted and projected, and the upper end of the feed screw 27 is rotatably supported by a bearing 34 provided on the second ceiling plate 32a.

As shown in FIG. 12, a pulley 131 is mounted on the upper end of the feed screw 27, and a pulley 134 is also mounted on a detection shaft 133 rotatably mounted on a bearing 132 on the other side of the second ceiling plate 32a. The pulley 134 is connected to the pulley 131 of the feed screw 27 by a belt 135, and the detection shaft 133 is rotated in synchronization with the rotation of the feed screw 27.

Further, the detection shaft 133 is projected from the lower surface side of the second ceiling plate 32a and connected to the encoder 136. With this configuration, the rotation speed of the feed screw 27 is measured, that is,
The amount of elevation of the jack table 12 is measured, and this configuration is used as a second height detection device 6.

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 diagram,
In the case of the jack table 12, the vertical guide plate 41
, First and second horizontal tables 42 and 43 are mounted on both inner and outer sides.

Then, as shown in FIGS.
The guide rails 21, 21a are provided with rotatable guide rollers 40, 40a in contact with the guide rails 21, 21a at appropriate locations between the guide rails 21, 21a.
The jack table 12 is supported so as to be vertically movable along a.

Also, as shown in FIG.
A feed nut 49 is provided at a predetermined location on the first table 42 on the inner side of
And the screw is screwed with the feed screw 27, and the jack table 12 is moved up and down via the feed nut 49 by the rotation of the feed screw 27.

As shown in FIG. 11, the feed screw 27
Between the jack table 12 which moves up and down by the rotation of the motor, the motor base 10 and the ceiling base plate 32, elastic bellows-like protection members 50 and 50a are installed around the feed screw 27 (partly shown). Zu).

As shown in FIGS. 11 and 10 (b) and 10 (c), a ring shape having a fitting portion 53 at the center is formed at a predetermined position (three positions in the drawing) on the second table 43. Height H1
Are formed so as to protrude upward, and the inner peripheral side of the upper end line of the pedestals 54, 54a is formed with an inclined surface 55 directed inward. 60
The lower end of the device can be placed freely.

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. Therefore, they are to be piled up sequentially on the ground side.

As shown in FIGS.
1, 61a ... three vertical support columns 6 each in the vertical direction
Are set, and position holding bars 68, 68a 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... Can be fitted into the fitting portions 53 in the pedestals 54, 54a. Department
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, and the feed nut 65a. A receiving screw 65b is threadably inserted into the feed nut 65a from below, and the upper end of the receiving screw 65b projects from the mounting base 65.
1, 61a... As shown in FIG.
Fitting projections 66, 66a are provided at the upper ends of 2a.

The fitting portions 64, 64a... Set at the lower ends of the support columns 62, 62a.
54, 54a ... which can be freely inserted into the support columns 62, 62a
Of course, the fitting projections 66, 66a provided at the upper end of the fitting can be freely fitted to the outside, and the supporting pillars 62, 62a of the divided struts 61, 61a located vertically are connected to each other in the vertical direction. It is free.

Also, as shown in FIGS.
The lower ends of 1, 61a are mounted on the jack table 12, and the receiving screws 65b provided on the mounting base 65 provided at the upper ends of the support columns 62, 62a are brackets 70 provided on the roof A.
And supports the fire striking beam H of the roof A from below.

As shown in FIGS. 13 and 14, on the guide fixing table 14, the outer periphery of the support columns 62, 62a... Of the divided columns 61, 61a. The guide rollers 82, 82a,... Having a guide surface conforming to the surface are rotatably mounted to maintain the posture of the divided support columns 61, 61a,.

Also, stoppers 83, 83a... Are provided on the sides of the guide portions 80, 80a..., And the stoppers 83, 83a. The receiving seats 87, 87a... Receive the position holding bars 68, 68a... Of the divided columns 61, 61a.

The guide fixing table 14 and the stopper arm
86, 86a..., A stopper 88 is interposed by a spring 88 for pulling the stoppers 83, 83a.
6, 86a ... is urged downward.

With such a configuration, FIG.
(B), (d), as shown in FIG.
According to the rise (total stroke TS) of 1, 61a ..., the stopper arms 86, 86a ... are fixed rods 63 of the divided columns 61, 61a ...
63a ... or the position holding bars 68, 68a ... are pushed up and oscillate, and by the passage of the position holding bars 68, 68a ..., etc., the stopper arms 86, 86a ... are lowered by the action of the spring 88 to the original horizontal position. Returns to the state.

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

Next, the roof A is held at a plurality of positions,
The wire tensioning devices 4, 4a... Of the collapse prevention devices 2, 2a... Which are partially related to the horizontal measuring devices 5, 5a according to the present invention will be described. As shown in FIG. 4a ... is a wire winding part 101 on a base plate 100
, A control box 102 and a tension imparting unit 103.

Then, as shown in FIGS. 22 and 23, the wire winding portion 101 (winch) of one wire tensioning device 4 is used.
The intermediate part of the wire 105 wound around the drum 104 is wound around the roller 106 of the tension applying part 103 of the other opposing wire tensioning device 4a.
Is fixed to a predetermined portion of the roof A.

As shown in FIGS. 15 and 16, in the wire winding portion 101 of the wire tensioning device 4, 4a, a motor 107 rotatable forward and reverse is disposed on a base plate 100, and An electromagnetic brake 108 and a gear type reducer 109 are connected to the rotating shaft 107a of 107, respectively.
Further, a rotatable drum 104 is connected to the output side of the speed reducer 109.

15 and 16, and FIGS.
As shown in FIGS. 8 and 19, the tension adjusting portion 103 of the wire tensioning device 4, 4a,.
An operation body 114 is slidably accommodated in the adjustment box 113 in the axial direction of the adjustment box 113, and an end of an operation shaft 114a of the operation body 114 projects from the end plate 112a.

A large-diameter piston 114b is fixed to the base end of the operating body 114 in the adjustment box 113, and a spring 115 is attached to the operating body 114 (operating shaft 114a) between the piston 114b and the end plate 112a. By winding, the operating body 114 is urged in the direction of the base plate 112 (the base end side).

The operating shaft 114a protruding from the adjustment box 113
A pair of parallel support plates 116, 116a are provided on the distal end of the roller 106, and a roller 106 for hanging a wire 105 is rotatably installed between the support plates 116, 116a by a pivot 116b. Guide plates 117 and 117a are arranged on the end side.

As shown in the front view and plan view of FIGS. 17 and 18 and the sectional views of FIGS. 19, 20 and 21, a pair of proximity sensors are provided at a predetermined position (the outer periphery on the base end side) of the adjustment box 113. 11
8 and 118a are installed, and the proximity sensors 118 and 118a of one wire tensioning device 2 are connected to the control BOX 102 of the other wire tensioning device 4a which is disposed opposite to the wire tensioning device 4.
The motor 107 in 4a... Is freely rotatable in the forward and reverse directions by a signal from the control box 102.

The operation of the motor 107 installed in the wire winding unit 101 of the wire tensioning devices 4, 4a... Is controlled by signals from the tension applying unit 103 or the whole device, and from the horizontal measuring devices 5, 5a to be described later. Also works to restore the horizontal state by the signal of.

Accordingly, when the motor 107 of the wire winding section 101 in the wire tensioning devices 4, 4a,... Is rotated forward, the drum 104 is decelerated by the speed reducer 109 to rotate forward, and the wire 105 of an appropriate length is sent out. Tension applying unit 10
3 and the signal of the control box 102, the motor 107 is stopped, and the brake 108 is operated to stop the rotation of the drum 104 and the feeding of the wire 105.

As shown in FIGS. 22 and 23 and described later,
The base end is wound around the drum 104 of the wire winding section 101, and the intermediate section is the roller 10 of the tension applying section 103.
When the tip of the wire 105 hung on the wire 6 is pulled up by the rise of the roof A, an external force of forward rotation in the feed direction acts on the drum 104, but the action of the brake 108
4 is not rotatable, and the tension
By the action of 103, the wire 105 remains in a tensioned state,
It is impossible to extend the wire 105 from the drum 104.

Then, as shown in FIG.
Since the intermediate portion of the wire 105 is hung on the roller 106 of the tension applying portion 103 in a bent state against the tensile action on the wire 105 that cannot be unwound from the wire 104, it is indicated by an arrow in FIG. As described above, stress is generated in the direction perpendicular to the axial direction of the wire 105, that is, an external force acts on the tip of the tension applying portion 103.

Then, the roller of the tension applying section 103
The external force on 106, as shown in Figs.
Compress the spring 115 inside 113 and pull out the actuator 114 in the distal direction.
118a detects the piston 114b of the operating body 114 moving forward, and detects the necessity of extending the wire 105.

Then, as shown in FIG. 23C, the motor 107 in the wire winding section 101 is rotated forward to rotate the wire 1.
When 05 is extended, the operating body 114 is retracted by the reaction of the spring 115 in the tension applying section 103, and as shown in FIG. 19, the proximity sensor 118 detects the retracting piston 114b, and detects the completion of the extension of the wire 105, and 107
To stop.

When the wire tensioning device 4, 4a,... Is mounted between the tip of the wire 105 (not shown) and the roof portion A, the wire pulling force caused by the rise of the roof portion A is in the axial direction of the operating body 114. , And the subsequent operation is the same as that attached to the intermediate portion of the wire 105.

Next, the horizontal measuring devices 5, 5a of the fall prevention devices 2, 2a... For checking the horizontal state of the roof A will be described. As shown in FIG. 28, the anchors 141, 14 are attached to the ground GL.
At 1a, one base plate 140 is fixed and installed in a horizontal state, and a column 142 of a square pipe is fixed vertically to one side of the base plate 140, and an upper end of the column 142 is placed via an insulator 143 ( 32, the detection plate 144 is mounted in a state of one side projection, and a reference measurement space 145 is set between the detection plate 144 and the base plate 140.

Further, as shown in FIGS.
One of the substrates 146 attached to the lower surface of the roof A (or a jig extending from the roof A, a mounting plate, etc.) in the upper part of
A wire roller 149 is rotatably installed via a support plate 147 and a pivot 148.

Further, the other substrate 150 is mounted on the lower surface of the roof A which is appropriately spaced from one substrate 146, and the wire length adjusting mechanism 153 is mounted on the substrate 150 via bearings 151, 151a..., Pivots 152, 152a. The pair of drums 154, 155 are installed rotatably, and the other base plate 157 is placed horizontally on the other side of the base plate 140 and below the wire length adjusting mechanism 153 with the anchors 156, 156a on the ground GL. With fixed installation,
A fixture 158 is provided on the base plate 157.

In the fixture 158, the base plate 157
A drum 161 is installed via a support plate 159 and a pivot 160 at
The drum 161 is provided with a take-up handle 162 attached to a pivot 160, and is rotatable and fixable (for example, although not shown, a pin is inserted and fixed so that it cannot be rotated).

The pair of drums 154 and 155 of the wire length adjusting mechanism 153 rotate in two directions parallel to each other in the opposite direction and have the same diameter. , 152a are interlocked with the interlocking gears 163, 16
3a is installed respectively.

Further, a wire length adjusting mechanism 153 opposed to a wire roller 149 disposed above the detection plate 144 is provided.
The take-up handle 164 is attached to the pivot 152a of one of the drums 154, and the brake 165 is attached to the pivot 152 of the other drum 155.
The mounting positions of 165 may be the same axis or opposite axes.

In the brake 165, as shown in FIG. 30, a pair of braking plates 166 slightly swingable on a substrate 150 are provided.
, 166a are disposed around the pivot 152 and are opposed to each other, and a spring 16 is mounted on the upper end of the brake plates 166, 166a.
A pivot 6b is provided to sandwich the pivot 152 between a pair of opposing brake plates 166, 166a to control the rotation thereof (providing a braking action).

An adjusting wire 170 is wound between the drum 161 of the fixture 158 on the base plate 157 and the other drum 155 of the roof A, and the winding handle 162 of the drum 161 is operated to fix the wire. The adjusting wire 170 is stretched around the tool 158 and the drum 155, and the base end of the reference setting wire 171 for vertical setting is wound around one of the drums 154.
Wrap the middle part of 1 around the upper wire roller 149,
The tip of the reference setting wire 171 is arranged in the direction of the reference measurement space 145.

Further, as shown in FIGS.
A detection hole 172 is opened at the tip of the sensor hole 172, and a reference setting wire 171 is inserted into the detection hole 172 so that the circular detection hole 172 can detect lateral displacement in all directions.

Further, a weighted cone-shaped set weight 174 is provided at the lower end of the reference setting wire 171 that has reached the reference measurement space 145, and the set weight 174 is placed on the base plate 140 facing the lower side from below. A conical reference weight 173 is fixed at a position directly below the detection hole 172 of the detection plate 144, and when the pair of upper and lower reference weights 173 and the set weight 174 match, the detection plate 14
The reference setting wire 171 inserted through the inside of the detection hole 172 of No. 4 is set (confirmed) in the vertical direction.

The horizontal position of the wire roller 149 attached to the upper substrate 146, the detection hole 172 (set weight 174 of the reference setting wire 171) provided in the detection plate 144, and the horizontal position of the reference weight 173 are the same (on the same vertical line). The adjustment wire 170 wound around the drum 161 of the fixture 158 and the drum 155 of the wire length adjustment mechanism 153 is also in the same state.
An adjustment wire 170 and a reference setting wire 171 held by various members are stretched in the vertical direction.

Further, as shown in FIG. 28, the drum 161 provided on the fixture 158 and the drum of the wire length adjusting mechanism 153 are provided.
To 154, take-up handles 162, 164 are attached, respectively, and since the mounting position of the setting weight 174 to the reference setting wire 171 is adjustable, the amount of the adjustment wire 170 and the reference setting wire 171 extended. Can be adjusted, and the facing state between the reference weight 173 and the set weight 174 can be set freely.

Further, as shown in FIGS.
0, the control box 175 of the horizontal measuring device 5, 5a connected to the control box 102 of the wire tensioning device 4, 4a,.
Wiring connected to input terminals 176 and 176a of the control box 175
177, 177a are connected to the grounded base plate 140 and the detection plate 144.
Are connected to each other to form a control circuit 178.

The configuration and operation of the control circuit 178 (touch switch) are as follows. The input terminals 176 and 176a are connected to the switching circuit 179, and the reference setting wire 171 and the detection plate 14 are connected.
By the contact of 4, for example, the wire length adjustment mechanism 153,
When a current flows to the switching circuit 179 via the adjustment wire 170, the drum 155, the ground GL, the wiring 177, 177a and the input terminals 176, 176a, the buzzer 180 is sounded or the jack devices 1, 1a,. , Or an operation signal of the wire tensioning devices 4, 4a,...

The operation of the horizontal measuring devices 5 and 5a is as follows.
, 157 are fixed horizontally on the ground GL, and then the wire length adjusting mechanism 153 and the winding handles 162, 164 of the fixture 158 are fixed.
By operating the adjusting wires 170 of the drums 154, 155, 161
Then, the reference setting wire 171 is wound or fed out, and the setting weight 174 is attached to the reference setting wire 171 at an appropriate position.

For example, when the roof A is lowered, the pair of reference weight 173 and the set weight 174 are brought into a non-contact proximity state, and the adjustment wire 170 and the reference setting wire 171 are set.
In order to secure the tension, the drum 16
1 is made rotatable, and the drum 154 of the wire length adjusting mechanism 153 is rotated to set the reference setting wire 171.
Is dropped near the reference weight 173.

Then, a setting weight 174 is attached to the lower end of the reference setting wire 171 at an appropriate position, and the reference weight 173 is set.
And the set weight 174 are set in a facing-coincidence state or a substantially facing proximity state, and the winding handle of the wire length adjusting mechanism 153 is provided as necessary.
Rotate the drum 154 with 164 and set weight 174
The reference setting wire 171 is adjusted and stretched in the vertical direction with the weight of.

Then, the winding handle 162 of the fixing tool 158
Is operated to adjust the tension of the adjustment wire 170, and thereafter, the rotation of the drum 161 in the fixture 158 is set to an impossible state, and the lower end of the adjustment wire 170 is fixed to the fixture 158.

When the winding handle 164 of the wire length adjusting mechanism 153 is operated, the drum 155 also rotates in conjunction with it, so that the drum 161 of the fixture 158 needs to be in a free state. The operation of the winding handle 162 is necessary because the adjustment wire 170 is also operated in accordance with the above, and a part of the above-described adjustment operation of the reference setting wire 171 except for the winding handle 164 of the wire length adjustment mechanism 153 is required. Alternatively, it can be carried out with the winding handle 162 of the fixture 158.

Then, the reference setting wire 171 extending in the vertical direction and the detection
When the roof portion A to which the first member 1 is attached is lifted, the horizontal state is not maintained, and when the roof portion A is shifted laterally, the detection hole 172 of the detection plate 144 is
The reference setting wire 171 inserted into the sensor contacts the detection plate 144, and when a current flows to the control box 175, the control circuit
178 activates and sends a signal to the other device.

When the horizontal state of the roof portion A is broken, the reference setting wire 171 comes into contact with the detection plate 144, and the facing state of the reference weight 173 and the set weight 174 is also broken at the same time. The direction can be visually checked.

Further, the reference setting wire 171 and the adjusting wire 170 are attached to the roof A which moves up and down by the wire length adjusting mechanism 15.
3, the lower end of the adjusting wire 170 is attached to the non-rotating drum 161 of the fixture 158 when the roof A is raised, so that the drum 155 of the wire length adjusting mechanism 153 rotates. .

Since the rotation of the drum 155 is controlled by the brake 165, the same amount of the adjusting wire 170 as the rising amount of the roof portion A is paid out from the drum 155, and the drum 154 is moved relative to the rotating drum 155. Because of the interlocking state, the reference setting wire 171 is fed out of the drum 154 by the same amount as the feeding amount of the adjustment wire 170.

Also, since the heavy setting weight 174 is attached to the tip of the reference setting wire 171, the reference setting wire 171 disposed via the wire roller 149 is kept stretched and fixed. The proximity and opposition of the reference weight 173 and the vertically movable set weight 174 is maintained.

The pair of drums 154 and 155 in the wire length adjusting mechanism 153 are in an interlocking state so that the amount of the adjustment wire 170 and the reference setting wire 171 is substantially the same. When the facing state of the setting weight 174 changes, the winding is rewinded by operating the take-up handle 162 of the fixture 158, or the drum 161 is set in the free state, and the reference setting wire 171 is manually pulled out.

As shown in FIG. 33, the base plates 140, 15
More preferably, a plurality of rotary adjusters 181 and 181a are attached to the lower surface of 7, and the base plates 140 and 157 are installed so that the horizontal state can be adjusted on the ground GL.

The tension setting of the adjusting wire 170 and the reference setting wire 171 is performed as described above. In these configurations, the winding handle 162 of the fixing tool 158 and the wire length adjusting mechanism are provided.
At least one structure for the initial adjustment mechanism that can freely attach the set weight 174 to the winding handle 164 of the reference 153 and the reference setting wire 171 is sufficient, and if there are two or three types as in the embodiment, the operation is possible. Sex is the best.

For example, in the initial setting, the adjusting wire 17
If the leading end of the wire 0 can be fixed to the fixture 158, the adjustment wire 170 can be set by operating the winding handle 164 in the wire length adjustment mechanism 153 or pulling the reference setting wire 171. Instead of the 164, the reference setting wire 171 can be pulled, or the winding handle 162 can be used to operate the wire length adjustment mechanism via the adjustment wire 170.
It is possible to operate the drum 154 of the winding handle 164 at 153, and also to set the reference setting wire 171 and the setting weight 174.
Is fixed, the winding handle 162 of the fixing device 158
Alternatively, it can be operated by the winding handle 164 of the wire length adjusting mechanism 153, and the winding wires 162, 164 can be easily operated to wind the adjustment wire 170 and the reference setting wire 171 during withdrawal.

Next, the height detecting devices 3, 3a,... Will be described. As shown in FIGS.
The wire storage body installed above, wherein 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. 24, 25, and 27, 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
In detail, as shown in FIG. 26, 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 and arranged 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.

The operation of the jack devices 1, 1a, the wire tension devices 4, 4a of the fall prevention devices 2, 2a, the horizontal measuring devices 5, 5a, and the height detecting devices 3, 3a, The operations are linked, and the entire control device manages the entire system in addition to the illustrated control box and detection mechanism.

Next, the building elevating method (construction method) according to the present invention will be described. First, as shown in FIG.
12 is the lowermost position, and the pedestal 5 on the jack table 12
4, 54a... The uppermost divided support column 61z of the support column 60 is arranged above.

Further, in the wire tensioning devices 4, 4a,... Of the collapse preventing devices 2, 2a, as shown in FIG.
Is rotated forward to draw out the wire 105, the tip is pushed up and fixed to the support column 60, and then the motor 107 is rotated in the reverse direction so that the wire 105 does not hang down by its own weight, that is, it is straight without slack. Wire 105 is slanted.

In the horizontal measuring devices 5 and 5a of the collapsing prevention devices 2, 2a,..., The upper end of the reference setting wire 171 inserted into the detection hole 172 of the detection plate 144 is adjusted as shown in FIG. It is attached to the roof A together with the mechanism 153 to prepare for checking the horizontal state of the roof A.

Further, 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 ..., collapse prevention device 2, 2a ... wire tensioning device 4, 4a
..., the control of the horizontal measuring devices 5, 5a and the height detecting devices 3, 3a (or the second height detecting device 6) is set to an interlocked state.

When the main motors 24 of 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 of the jack table 12 is connected to the feed screw 27. 49, the jack table 12 rises at a constant speed, the uppermost divided support column 61z is pushed up, and the receiving screw on the divided support column 61z is set.
In 65b, the roof A rises a little at a constant speed via the bracket 70 on the lower surface of the roof A.

While the roof A is rising at a constant speed, as shown in FIG. 34, the stopper arms 86, 86a... Are brought into contact by the rising of the fixing rods 63, 63a... And the position holding bars 68, 68a. Oscillates upward, and after the fixing bars 63, 63a... And the position holding bars 68, 68a.
a swing downward, and after passing through the position holding bars 68, 68a, the total stroke T shown in FIG. 8B and FIG.
At the highest position of S, the lifting of the jack table 12 is stopped.

Conversely, FIGS. 8B to 8C and FIG.
When the jack table 12 is lowered by a predetermined amount of the fixed stroke KS shown in FIGS.
Are returned to the original horizontal position (see FIG. 14), and the push-up columns 60 are held at the positions shown in FIGS. 8C and 10B by the stopper arms 86, 86a. See FIG. 14).

Subsequently, after the lifting support column 60 stops descending, as shown in FIGS. 8 (c) and 10 (b), the jack table 12 is lowered to the initial lowermost position. Stop the top split strut 61
Finish raising z.

The total stroke TS of the vertical movement of the jack table 12 is the sum of the stroke S of the divided column 61 and the fixed stroke KS. The stroke S is the span SP of the divided column 61, the height of the pedestals 54, 54a,. H1, the height H2 of the fitting protrusions 66, 66a,...

Then, the first divided support column 61 is arranged, and the jack table 12 is raised by the operation of the main motor 24 in the jack devices 1, 1a,... As shown in FIG. Thus, the lower divided column 61 is connected to the upper divided column 61z, that is, the fitting portion 6 of the divided column 61 is
The fitting projections 66, 66a of the divided support column 61z are fitted and connected to 4, 64a.

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, when the roof A is lifted by the jack devices 1, 1a, the wire tensioning devices 4, 4a... And the horizontal measuring devices 5, 5a of the collapse prevention devices 2, 2a. , To prevent the roof A which is lifted and raised from collapsing in the horizontal direction.

That is, the tips of a number of wires 105 of the wire tensioning devices 4, 4a,... Installed on the ground GL are fixed to the roof A, and a part of the wire tensioning device except for the momentary tensioning state is set. As shown in FIG. 23 (a), the wire 105 is stretched in a straight line or a slanted shape without slack, and the roof A is gradually raised at a constant speed little by little, wound around the non-rotating drum 104 and fed out. Disabled state and tension applying part
Roof A is pulled in a plurality of horizontal directions by wires 105 tensioned at 103, and roof A is prevented from collapsing.

As shown in FIG. 23 (b), when the roof A rises, the tension acts continuously on the wire 105 in a state where there is no slack, so that the middle part of the wire 105 becomes a tension applying part. The roller 106 is bent by the roller 106 at 103, and is pulled by the spring 115.
The tensile action on the roof A is maintained continuously.

The wire by the action of the spring 115
In the tension state of 105, the plurality of wire tensioning devices 4, 4a...
4a ... By rotating the motor 107 forward, the maximum tension state of the wire 105 (the forward state of the operating body 114) is eliminated, and the minimum tension state of the wire 105 (the retracting state of the operating body 114) is set to reduce the slack. Maintain no state.

The two wire tensioning devices 4, 4a... 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 4, 4a.

In addition, in response to the operation of the jack devices 1, 1a and the wire tensioning devices 4, 4a, the horizontal measuring devices 5, 5a and the height detecting devices 3, 3a (or the second height detecting device 6). Detects and controls the horizontal state and the uniform ascending state of the roof A, respectively.

That is, in the operation of the horizontal measuring devices 5 and 5a, the roof A does not rise in the vertical direction while the roof A is being lifted or when the lift is completed, and a predetermined amount or a slight amount of lateral displacement, non- When the roof A rises in the horizontal state, the horizontal state of the roof A is corrected, restored, and corrected.

For example, when the roof A is being lifted or when the roof A is lifted, the roof A is lifted by the jack devices 1, 1a while utilizing the height detecting devices 3, 3a and the wire tensioning devices 4, 4a. .. Are lifted in four places even when the plurality of jack devices 1, 1a... Are synchronized, or due to external factors such as wind.
Alternatively, it is difficult to maintain a perfect horizontal state because of the divisional ascent.

That is, there is a danger of collapse due to wind pressure or the like even in a delicate non-horizontal state, and the outer wall material E is installed between the roof part A and the foundation F when the roof part A rises by 3 to 5 m. Therefore, it is difficult to cope with the necessity of complete vertical alignment (several mm or less).

Therefore, when the reference setting wire 171 and the detection plate 144 come into contact with each other due to the installation of the horizontal measuring devices 5 and 5a, for example, the radius of the detection hole 172 of the detection plate 144 (5 in FIG.
0 mm) or more, the jack devices 1 and 1a are responsive to the switching circuit 179 of the touch switch type.
Stop the operation of ...

The two horizontal measuring devices 5, 5a
, The reference setting wire 171 and the detection hole of the detection plate 144
Based on the positional relationship of the reference weight 172 or the reference weight 173 and the set weight 174 in the close opposing state, the reference setting wire 171 with respect to the detection plate 144, that is, the lateral displacement direction of the roof part A is confirmed, and the wire tension in the required direction is checked. By operating the devices 4, 4a, etc., the lateral displacement is corrected and corrected (rebuilding), the ascent is restarted, or the outer wall material E is installed.

In the operation of the height detecting devices 3, 3a... Or the second height detecting device 6, for example, when the roof A is not evenly raised for some reason, the height detection is performed. , Or the encoder 136 of the second height detecting device 6 detects an abnormal rise, and the jack devices 1, 1a, and the wire tensioning devices 4, 4a,. The operation is urged or the operation of other things is temporarily stopped, and the roof A is evenly raised.

Next, after the roof A is completely lifted, after the outer wall material E is constructed, the jack devices 1, 1a,..., The fall prevention devices 2, 2a,. Of the wire tensioning devices 4, 4a,..., The horizontal measuring devices 5, 5a and the height detecting devices 3, 3a,.

For the jack devices 1, 1a, etc., FIG.
As shown in the figure, the two stopper arms 86, 86a ...
For example, retreat upward, swing up to the top end,
The stopper arms 86, 86a of the individual stoppers 83, 83a are temporarily retracted, and the divided columns 61, 61a are lowered to return the stopper arms 86, 86a, and the divided columns 61, 86a are returned.
When the lowermost portion 61a is lowered, the upper divided support columns 61, 61a are held.

The jack table 12 and the upper divided columns 61, 61a are connected in reverse order to the connection of the divided columns 61, 61a.
The lower divided support columns 61, 61a,... Arranged between the... Are removed, and then the lower support columns 61, 61a are sequentially lowered in the above procedure.

When the split posts 61, 61a are raised, the two 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 4, 4a of the collapsing prevention devices 2, 2a, etc., the wire 105 is wound by the operation of the motor 107, and in the horizontal measuring devices 5, 5a,
The adjusting wire 170 and the reference setting wire 171 are wound by rotating the winding handles 162, 164, and the height detecting device 3,
For 3a…, take-up adjustment member 127 uses sensor wire
After fixing the sensor wire 122, the tip of the sensor wire 122 is removed, and all the sensor wires 122 are dropped on the ground. Then, the sensor wire 122 is neatly wound around the drum 123 while adjusting the winding adjusting member 127.

Incidentally, in addition to the above embodiment, a description will be given of a modification of the construction method in the building ascending method. First, in the jack devices 1, 1a,... However, it may be an operation source other than the electrically operated type, for example, a hydraulic type, a pneumatic type, a cylinder type, or the like.By making the type electrically operated, in a normal construction site, since a power source exists, There is an advantage that installation and operation of the jack devices 1, 1a,... Can be facilitated.

Although the lifting amount setting in the jack devices 1, 1a,... Is divided, the invention is not limited to this type, and the entire lifting amount may be raised at one time. Although the jack table 12 is raised by the feed nut 49 and the feed nut 49, these changes can of course be made, and a pantograph type or another type may be used.

[0134]

In short, according to the present invention, the support 142 is vertically provided on the base plate 140, and the detection plate 144 for measuring the horizontal position with respect to the reference setting wire 171 is provided above the support 142. While the roof A is being lifted, the wire tensioning devices 4, 4a ... are used to detect the need for rebuilding, and the horizontal measuring devices 5, 5a are used to detect rebuilding. The roof A can be safely jacked up, and the basics of the horizontal measuring devices 5 and 5a are a reference setting wire attached to the roof A.
By using only the detection plate 144 and the detection plate 144 attached to the base plate 140, it is possible to perform a safe operation by detecting the horizontal state when the roof A rises with a simple device.

Further, a reference weight 173 is set on the base plate 140 below the detection plate 144, and the reference setting wire 17 is set.
Set weight at the tip of 1 to be in close proximity to the reference weight 173
Since 174 is attached, simple reference weight 173 and set weight 174
The setting in the vertical direction can be performed by using the member described above.

Further, a fixture 158 is mounted on the base plate 140, and a wire length adjusting mechanism 153 and a wire roller 149 are mounted on the lower surface of the roof A which moves up and down above the fixture 158 and the reference weight 173, respectively. Length adjustment mechanism 153
Is composed of a pair of drums 154 and 155 that rotate in the opposite direction while being in the braking application state.
4. By providing two 155s, there is little restriction on the amount of winding, and the total lengths of the adjusting wire 170 and the reference setting wire 171 can be increased. I can do it.

Further, an adjusting wire 170 is fixed and wound between the fixture 158 and one of the drums 155 to be stretched, and the reference setting wire 17 wound around the other drum 154 is stretched.
1 was placed in the vicinity of the detection plate 144 via the wire roller 149, so that the adjustment wire was
As the upper ends of the reference wire 170 and the reference setting wire 171 also rise, the adjustment wire 17
0 and the reference setting wire 171 are paid out, and the base plate 14
0 The height position of the set weight 174 that is opposed to the reference weight 173 attached above in a close state can be automatically performed by the wire length adjusting mechanism 153.

[0138] The fixing wire 158 is used for the adjustment wire 170.
The wire length adjusting mechanism 153 is used to make the drum 154 of the reference setting wire 171
Can be manually rotated or the setting position of the setting weight 174 with respect to the reference setting wire 171 can be set freely, and the initial setting adjustment mechanism is provided. The setting of the adjustment wire 170 and the reference setting wire 171 in the above can be performed by any of the above configurations.

Further, since two or three types of the initial setting adjustment mechanism in claim 1 are installed, any one of the configurations can be used in combination at the time of setting before the start of the rising of the roof portion A, so that the reference setting can be made very easily. The close-facing state of the weight 173 and the set weight 174 can be reliably set.

Further, rotary adjusters 181 and 181a and anchors 141 and 141a are installed under the base plate 140,
The level of the base plate 140 can be freely adjusted, and the ground G
L, the vertical adjustment of the adjustment wire 170 and the reference setting wire 171 can be easily performed by the rotary adjusters 181 and 181a. Adjusting wire 17 fixed to ground GL and fixed at its lower end by fixture 158
0 can be extended.

The detection plate for the reference setting wire 171
When detecting the position of 144, the reference setting wire 171 and the detection plate
The contact detection type, in which the current flows through the contact of 144, makes it possible to detect the non-horizontal state of the roof A with a simple touch switch, and immediately sends an electric signal to the control device based on the detection result. You can do it.

Further, a detection hole 172 is provided in the detection plate 144, and a reference setting wire 171 is inserted through the detection hole 172, and a current flows when the reference setting wire 171 contacts the detection plate 144 by the lateral movement of the reference setting wire 171. As a result, the moving direction of the roof A can be detected in all directions on the horizontal plane.

In the wire length adjusting mechanism 153,
A pair of drums 154 and 155 are rotatable, and the drum 15
4 and 155 are provided with interlocking gears 163 and 163a on the pivots 152 and 152a, respectively, and are engaged with the brakes 16 on the pivots 152 and 152a.
5 and the take-up handle 164 are attached, so that the interlocking state and the braking state can be ensured with a simple device.

In the fixture 158, since the drum 161 is rotatable and the winding handle 162 is attached, the winding operation of the adjustment wire 170 can be easily performed by rotating the winding handle 162. I can do it.

Therefore, by adopting the horizontal measuring devices 5 and 5a of the present invention in the building ascending method, the jack device 1
When the roof A is pushed up by 1a ..., the height detecting devices 3, 3a ...
Even if the horizontal state is maintained, the action is limited, and the fact that the roof part A is in the non-horizontal state is indicated by the horizontal measuring devices 5 and 5a.
, The roof A can be pushed up safely, and after the horizontal displacement of the horizontal measuring devices 5 and 5a is detected, the roof A is rebuilt by the operation of the wire tensioning devices 4 and 4a to perform safe work. You can continue.

As in the embodiment, the horizontal position of the reference setting wire 171 with respect to the detection plate 144 is measured, and based on the measurement result, the wire winding units 101 of the wire tensioning devices 4, 4a,.
Is provided by connecting the wire tensioning devices 4, 4a ... and the horizontal measuring devices 5, 5a.
After the jack device 1, 1a ... is stopped at the same time as the detection necessary for rebuilding, the wire tension devices 4, 4a ...
The coincidence in the vertical direction can be improved.

As in the embodiment, the jack devices 1, 1a,.
Is a solid type, since the vertical direction of the jack devices 1, 1a... Is not firm, the horizontal state of the roof part A can be easily restored, and conversely, the jack devices 1, 1a.
Even when the outer wall material E is assembled after the jack-up of 4 to 5 m, only a small error is allowed, the horizontal maintenance by the rigid jack device 1, 1a. In contrast to the difficulties expected, in the case of the embodiment of the present invention, there is an advantage in practical work, and the practical effect is extremely large.

[Brief description of the drawings]

FIG. 1 is a construction plan view illustrating a construction method during a building elevating 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.

FIG. 7 is a sectional view taken along the line AA of FIG. 5;

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 sectional view of a main part of a jack table.

FIG. 12 is a sectional view showing a second height detecting device.

FIG. 13 is an enlarged plan view of a main part showing a guide and holding state of a divided support column.

FIG. 14 is an enlarged view of a main part showing a series of operation states of a stopper.

FIG. 15 is a plan view of the wire tensioning device.

FIG. 16 is a side view of FIG.

FIG. 17 is a front view of the tension applying unit in FIG.

FIG. 18 is a plan view of a main part of the tension applying unit.

FIG. 19 is a partial sectional front view of FIG. 18;

20 is an operation diagram of FIG.

21 is a sectional view taken along line GG of FIG.

FIG. 22 is an overall schematic diagram showing a tension applied state.

FIG. 23 is a schematic diagram of a main part showing a tension application state and a process.

FIG. 24 is a front view of the height detecting device.

FIG. 25 is a plan view of FIG. 24.

FIG. 26 is a sectional view taken along line HH of FIG. 24;

FIG. 27 is a sectional view taken along line II of FIG. 24;

FIG. 28 is a front view of the horizontal measuring device.

FIG. 29 is an enlarged view taken along the arrow JJ in FIG. 28.

FIG. 30 is an enlarged front view of the brake in FIG. 29.

FIG. 31 is a control circuit diagram of the horizontal measuring device.

32 is an enlarged sectional view taken along line NN of FIG. 28 and an enlarged front view thereof.

FIG. 33 is a front view of a main part of a horizontal measuring device capable of adjusting horizontality.

[Explanation of symbols]

 140 Base plate 141, 141a Anchor 142 Prop 144 Detection plate 145 Reference measurement space 146 Substrate 149 Wire roller 150 Substrate 152, 152a Axis 153 Wire length adjustment mechanism 154 Drum 155 Drum 158 Fixture 161 Drum 162 Winding handle 163, 163a Interlock Gear 164 Rewind handle 165 Brake 170 Adjustment wire 171 Reference setting wire 172 Detection hole 173 Reference weight 174 Setting weight 181, 181a Rotary adjuster A Roof GL Ground

Claims (7)

[Claims] 1. A column is vertically erected on a base plate, and a detection plate for measuring a horizontal position with respect to a reference setting wire is installed above the column, and a lower portion of the detection plate is mounted on the base plate. And a fixture on the base plate on the other side, and a wire length adjustment mechanism and a wire roller on the lower surface of the roof that moves up and down above the fixture and the reference weight, respectively. The length adjusting mechanism is in a braking applied state, and is composed of a pair of drums that rotate in opposite directions in an interlocked state, and an adjusting wire is fixed and wound between the fixture and one of the drums, and stretched. The reference setting wire wound around the other drum is placed at a position close to the detection plate via a wire roller, and a setting weight that is in close proximity to the reference weight is attached to the tip of the reference setting wire and fixed. In the adjustment wire can be stored and extended freely and fixed, or in the wire length adjustment mechanism to manually rotate the drum of the reference setting wire, or to set the attachment position of the set weight to the reference setting wire, A horizontal measuring device for a building ascending method, comprising an initial setting adjusting mechanism. 2. An initial setting adjusting mechanism according to claim 1,
A horizontal measuring device for a building ascending method characterized by having installed three or three types. 3. The building according to claim 1, wherein a rotary adjuster and an anchor are installed under the base plate so that the horizontality of the base plate can be adjusted freely and the base plate is fixed to the ground. Horizontal measuring device for the lifting method. 4. The contact detection type according to claim 1, wherein the position of the detection plate with respect to the reference setting wire is of a contact sensing type in which a current flows through contact between the reference setting wire and the detection plate. Horizontal measuring device for building ascent method. 5. A detection plate is provided with a detection hole, and a reference setting wire is inserted and arranged in the detection hole, and a current is supplied when the reference setting wire is moved laterally and comes into contact with the detection plate. The horizontal measuring device for a building ascending method according to claim 4, characterized in that: 6. A wire length adjusting mechanism, wherein a pair of drums are rotatable, interlocking gears are provided and meshed with pivots of the drums, and a brake and a winding handle are attached to the pivots. The horizontal measuring device for a building ascending method according to claim 1, 2, 3, 4, or 5, wherein 7. The horizontal measurement for a building ascending method according to claim 1, wherein the drum is rotatable and a winding handle is attached to the fixing tool. apparatus.