JP3388455B2 - String beam roof frame - Google Patents

Description

Detailed Description of the Invention

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a tension beam roof frame in which a predetermined stress is introduced to assist self-standing by tensioning a tension cable.

[0002]

2. Description of the Related Art As one of the frame structures for a roof having a long span structure, there is a string beam roof frame structure, an example of which is shown in FIGS. In the roof A having the structure shown in these drawings, a plurality of girders 1 are radially joined to an outer peripheral portion of an annular ring girder 2 with the ring girder 2 as a center, and adjacent girders 1 are joined together.
A plurality of beams and braces are joined together to form a truss roof, and a string cable 3 is stretched between the tip 1a of each girder 1 and the tension ring 2a at the bottom of the ring girder 2. A predetermined stress is applied to each girder 1 so that the girder 1 is self-supported, and the tip end portion 1a of each girder 1 is supported by the upper end portion of the side wall portion 5 which is separately constructed. It is installed above.

[0003]

By the way, when such a stringed beam roof frame structure is applied to a roof having a large opening H in the center as shown in FIG.
Since a large number of string cables 3 stretched through each of them exist so as to traverse the opening H, it is not preferable from the viewpoint of securing an effective space of the central opening H and securing an aesthetic appearance or a feeling of openness. .

Therefore, as shown in FIG. 11, a compression ring 7 having sufficient rigidity is arranged around the opening H, and the inner end of the string string cable 3 is fixed to the compression ring 7. It is conceivable to eliminate the string cable 3 that crosses the bottom of the compression ring 7. However, in this case, it is necessary to significantly increase the strength of the member in order to improve the rigidity of the compression ring 7, which causes a great deal of impediment in terms of design, resulting in an increase in the weight of the central portion and a decrease in economic efficiency. There is.

In view of the above-mentioned circumstances, the present invention is capable of realizing a roof having a large opening portion in the center economically and while satisfying the aesthetics and open feeling without making an unreasonable design. The purpose is to provide a frame.

[0006]

According to the invention of claim 1, a compression ring arranged around a roof opening,
A cable for securing rigidity that introduces a compressive stress to the compression ring, a plurality of girders radially arranged on the outside of the compression ring and each inner end of which is joined to the compression ring, and the girder outside of the girder. A stringed beam roof frame structure comprising a stringed string cable for introducing a predetermined stress to each girder by pulling a lower end portion in the compression ring direction,
The outer edge is designed to receive the roof load transmitted from each girder.
Is joined to a tension ring that generates tensile stress with
The lower part of the outer end of a few of the girders is the tension string cable.
Cable pulls in the direction of the compression ring
The cable for ensuring the rigidity is
One end of the opposite wall of the recession ring to the other end
Cross over from one lower end to the other upper end.
It is characterized by being installed .

According to a second aspect of the invention, the tension ring is provided.
The lower end of the roof is pin-joined to the upper end of the roof supporting lower frame.
Characterized in that that.

[0008]

[0009]

[0010]

According to the first aspect of the invention, the rigidity ensuring cable increases the rigidity of the compression ring by introducing the compressive stress into the compression ring, and the outer end of each girder is mechanically connected via the tension ring. The force (mainly the roof load) applied to each girder is received by the tension ring and dispersed in the circumferential direction. In addition, the stringing effect of the stringing cable stretched on a small number of girders is also transmitted to other girders via the tension ring that acts to disperse the force in the circumferential direction. Further, since the rigidity ensuring cable functions as a brace of the compression ring, buckling of the compression ring is prevented.

[0011]

[0012]

According to the second aspect of the invention, since the lower end of the tension ring is pin-joined to the lower frame, the force received by the tension ring is effectively transmitted to the lower frame.

[0014]

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is a side cross-sectional view of a facility to which the stringed beam roof frame structure of the embodiment is applied. In FIG. 1, reference numeral 10 indicates a tension beam roof frame having an opening H at the center, 11 is an openable / closable movable roof covering the center opening H, 12 is a lower frame,
13 is an event plaza or a grand.

The central opening H is wide open so that a large amount of natural light can be introduced into the event plaza or the ground 13. The lower frame 12 is constructed so as to surround the oval square or the ground 13.
The cross section is bent outward. The lower frame 12 is mainly composed of, for example, a steel frame, and has a predetermined spring property and rigidity due to its sectional shape. And it is firmly supported by the earth pressure around the bottom and the foundation etc. driven into the ground.

As shown in FIG. 2, the stringed beam roof frame structure 10 is formed in an oval shape with a small span / rise ratio, and is constructed as a three-dimensional truss structure with a steel frame or a pipe frame. That is, the string beam roof frame 10
Is an oval compression ring 21 in plan view arranged around the central oval opening H, a rigidity securing cable 22 for introducing compressive stress to the compression ring 21, and the compression ring 21 as a center. A plurality of truss beams 23, which are radially arranged on the outside thereof and each inner end of which is joined to the compression ring 21, and which are arcuate in side view, and a roof which is joined to the outer ends of each truss beam 23 and is transmitted from each truss beam 23. A predetermined stress is introduced to each truss beam 23 by pulling the tension ring 24 that generates a tensile stress by receiving a load and the lower part of the outer end of a small number of truss beams 23 of the truss beams 23 in the compression ring direction. It is composed of a string string cable 25. Further, between adjacent truss beams 23, a beam or a brace is provided concentrically with the compression ring 21.

The compression ring 21 is a frame portion assembled in an oval annular shape so as to have integral rigidity, and when an external force is applied in the contraction direction by the rigidity securing cable 22, a compression stress in the circumferential direction is generated. (Axial force) has been introduced. The compression ring 21 has a protrusion 21a at the lower end for hooking the string string cable 25. On the other hand, the tension ring 24 is the truss beam 23.
Is a skeleton portion that firmly connects the outer ends of the above in the circumferential direction, and receives a thrust force transmitted from the truss beam 23 to generate tensile stress in the circumferential direction.

The rigidity securing cable 22 is stretched across from one upper end to the other lower end of the linear opposing wall of the oval compression ring 21 and from one lower end to the other upper end. After the tensioning, tension force is introduced to pull the compression ring 21 in the contracting direction. The respective cables 22 for ensuring rigidity are arranged at the center (in three positions) of the truss beams 23 at the center in the length direction of the linearly facing wall portion and at both ends, and the brace that prevents the compression ring 21 from buckling. To play a role.

In addition, the tension string cable 25 is the truss beam 23.
It is for processing the thrust force acting on the compression ring 21 and is stretched along the minor axis direction of the compression ring 21 at the position (three places) where the rigidity securing cable 22 is stretched. Further, one compression ring 21 is stretched along the long axis direction. Each of the string cables 25 is stretched through from the lower part of the outer end of one truss beam 23 facing the other side of the compression ring 21 to the lower part of the outer end of the other truss beam 23. The projecting portions 21a, 21a of 21 are tensioned while being hooked, whereby the outer end of the truss beam 23 is pulled toward the compression ring 21 and the truss beam 2
A predetermined stress is introduced in 3.

The string string cable 2 stretched in the long axis direction
5 and the end of the string cable 25 connected to the lower part of the outer end of the truss beam 23 joined to the semi-circular portion of the compression ring 21 at the intersection of the string cables 25 at both ends stretched in the short axis direction. It joins and is connected. In this case, since the tension string cable 25 is provided so as to cross the compression ring 21, a part of the tension string cable 25 also functions as a cable for ensuring the rigidity of the compression ring 21.

In the stringed beam roof frame 10 thus constructed, the lower end of the tension ring 24 is joined to the upper end of the roof supporting lower frame 12 by the pin 30 at the position where the truss beam 23 exists. It is installed above the lower frame 12. A roofing material is affixed to the upper surface of the stringed beam roof frame 10 and is waterproofed. Further, the movable roof 11 is supported and driven by a movable mechanism provided on the stringed beam roof frame 10.

In the roof using the stringed beam roof frame 10, the rigidity of the compression ring 21 is increased by the compressive stress being introduced into the compression ring 21 by the cable 22 for ensuring rigidity. Therefore, sufficient rigidity is secured without increasing the member strength of the compression ring 21 to increase the rigidity, the increase of the load around the opening H is suppressed, and the structure is economical.

Further, since the outer end of each truss beam 23 is mechanically coupled in the circumferential direction via the tension ring 24, the tension ring 24 receives the force (mainly the roof load) applied to each truss beam 23. , The load is distributed in the circumferential direction. In addition, the stringing effect of the stringed cables 25 stretched on the truss beams 23 is also transmitted to the other truss beams 23 via the tension ring 24, so that all the truss beams 23 do not have to be stretched. Also, the stringing effect is widespread. Therefore, the number of the string cables 25 can be reduced, and the appearance and the feeling of opening of the central opening H can be secured.

Since the cable 22 for ensuring rigidity functions as a brace for the compression ring 21, buckling of the compression ring 21 is prevented. Further, since the lower end of the tension ring 24 is joined to the lower frame 12 by the pin 30, the force received by the tension ring 24 is effectively transmitted to the lower frame 12.

FIG. 3 shows how the force is transmitted. The roof load indicated by the white arrow W is transmitted in the arrow S1 direction through the truss beam 23, and the thrust force indicated by the arrow S acts on the tension ring 24. This force is transmitted to the lower mechanism 12 as arrows S2 and S2, and is transmitted to the ground.

FIG. 4 shows the result of computer analysis of each stress when the above-mentioned strut beam frame structure 10 is modeled as shown in FIG. Here, the compression ring 21
The maximum compressive stress (max axial force N1), the maximum thrust force (max axial force R), and the maximum tension of the tension ring 24 (max axial force T1) are the spring stiffness K (t of the lower frame 12
on / cm) shows the result of examining how it changes depending on the on / cm). From this result, the compression ring 21
It can be inferred that the axial force N1 depends on only the form of the roof regardless of the rigidity of the lower frame 12. In addition, the thrust force R and the tension T1 of the tension ring 24
It can be seen that is greatly dependent on the spring rigidity K of the lower frame 12. Therefore, the designer can determine the thrust force R and the tension T1 by setting an arbitrary K (the form of the lower frame and the rigidity of the column beam), and the strength of the tension ring 24 can be determined accordingly. Will be able to set.

FIG. 6 shows the result of vibration analysis using the model of FIG. 5, showing the natural vibration mode (antisymmetrical mode) viewed from the minor axis direction. From this result, when there is a cross cable in the center (when the rigidity securing cable 22 is crossed as a brace as in the embodiment)
Then, the rigidity (natural frequency) is 10 compared to the case without it.
It was found to rise by ~ 20%.

The method of tensioning the rigidity ensuring cable 22 and the string string cable 25 is not limited to that in the above embodiment. FIG. 7 shows an example of how to stretch the rigidity securing cable 22 and the string cable 25. (A) is the case of the above embodiment, in which the rigidity ensuring cable 22 and the string string cable 25 are stretched at three locations along the short axis direction, and the string string cable 25 is disposed at one location along the long axis direction. The string string cable 25 is stretched along the radial direction at a position inclined by 45 degrees with respect to the long axis of the semicircular portion. (B) has shown the case where the tension string cable of the position inclined by 45 degrees is omitted.
(C) is an example in which all the truss beams are radially arranged toward one center. In this case, the rigidity ensuring cable 22 and the string cable 25 are radially arranged along a straight line passing through the center. I'm tense. Of course, other tensioning methods may be used.

In the above embodiment, the case where the planar shape is an oval roof has been described, but the present invention can be applied to a circular roof, and the present invention can also be applied to a rectangular roof. Is.

[0030]

As described above, according to the invention of claim 1, since the compression ring having high rigidity is provided around the opening, the roof having the large opening in the center can be constructed. In addition, the rigidity of the compression ring has been increased by introducing compressive stress with a cable for ensuring rigidity, so it is possible to ensure sufficient rigidity without increasing the strength of the compression ring member and increasing the rigidity. Economical design can be achieved by suppressing the increase of the load. Also, because the rigidity of the compression ring increases, it is only necessary to use the compression ring to fix the string string cable, so even if a string string cable is provided for each girder, the appearance and openness of the central opening will be impaired by the string string cable. Will disappear. Therefore, it is possible to economically construct a roof having a large opening in the center while satisfying the aesthetics and openness. Also,
Since the outer end of the girder is joined to the tension ring,
You don't have to use the string cables on all the girders like you used to
Also, the stringing effect of the stringing cable laid on a few girders
Can be transmitted to other girders. Therefore,
The number of cables can be reduced and the string cable
Is installed from the end of one girder to the end of another girder.
(Provided to cross the bottom of the compression ring
In the case of), the aesthetics and openness of the central opening are not significantly lost.
I don't know. In addition, a rigidity-enhancing cable stretched across the cloth.
Cable improves the buckling resistance of the compression ring.
Can be raised and provides a more stable roof in terms of strength
I can .

[0031]

[0032]

According to the invention of claim 2 , since the lower end of the tension ring is pin-joined to the lower frame, the force is effectively transmitted from the tension ring to the lower frame. Therefore, the strength of the tension ring and the like can be set according to the spring property of the lower frame.

[Brief description of drawings]

FIG. 1 is a side cross-sectional view of a facility including a girder beam roof frame according to an embodiment of the present invention.

FIG. 2 is a perspective view of the same strut string beam roof frame.

[Fig. 3] Fig. 3 is a diagram showing a state of transmission of a force in the same tension string beam roof frame.

FIG. 4 is a characteristic diagram showing stresses at various portions in the same tension beam roof structure.

FIG. 5 is a perspective view showing a dynamic analysis model of the same strut string beam roof frame.

FIG. 6 is a characteristic diagram showing a vibration analysis result of the same stringed beam roof structure.

FIG. 7 is a plan view showing an example of erection of a cable for ensuring rigidity of a compression ring in the same tensioned beam roof structure.

FIG. 8 is a side sectional view of a facility having a conventional stringed beam roof frame.

FIG. 9 is a perspective view of a conventional stringed beam roof frame.

FIG. 10 is a schematic side cross-sectional view showing an example in which the conventional stringed beam roof frame is applied to a roof having a large opening in the center.

FIG. 11 is a schematic side sectional view showing the other example.

[Explanation of symbols]

10 Girder beam roof frame 21 compression ring 22 Cable for ensuring rigidity 23 Truss beams (large beams) 24 tension ring 25 string cables H opening

─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Takanori Taniguchi 1-3-2 Shibaura, Minato-ku, Tokyo Within Shimizu Construction Co., Ltd. (56) Reference JP-A-6-117023 (JP, A) JP-A 1-137035 (JP, A) JP-A-3-125736 (JP, A) Actual development Sho 60-187202 (JP, U) (58) Fields investigated (Int.Cl. ⁷ , DB name) E04B 7/08 , 7 / 14,7 / 16 E04B 1 / 32,1 / 34

Claims (2)

(57) [Claims] 1. A compression ring arranged around a roof opening, a cable for ensuring rigidity for introducing a compressive stress to the compression ring, and a compression ring centered on the compression ring and radially arranged outside thereof. A stringed beam roof frame structure comprising a plurality of girders whose ends are joined to the compression ring, and a stringed cable for introducing a predetermined stress to each girder by pulling the lower part of the outer ends of these girders in the direction of the compression ring.
The roof load transmitted from each girder on the outer end of each girder.
Tension ring that generates tensile stress by receiving it
To the lower part of the outer end of a few girders of the girder
Is the compression ring due to the string cable
The cable for ensuring rigidity is pulled in the direction
From one upper edge to the other lower edge of the facing wall
One end should be crossed from the other end to the other end.
A stringed girder roof frame characterized by and. 2. The lower end of the tension ring supports a roof.
Characterized by being pin-joined to the upper end of the lower frame
The girder beam roof frame structure according to claim 1.