JP4964925B2 - Post-installation anchor for foundation - Google Patents

Description

  The present invention relates to a post-construction anchor, can secure high shear strength in a fixed state on a concrete base material, and is a foundation for fixing a relatively large installation such as a photovoltaic power generation panel to the concrete base material. It is related with the post-installation anchor for foundations which can be used as.

  For example, as shown in FIG. 10, when installing a relatively large installation 100 such as a photovoltaic power generation panel or a solar water heater on a concrete building roof such as a building, for example, a cubic shape on the roof concrete floor 110, A portion in which a plurality of foundations 120 (hereinafter also referred to as foundation blocks) having a structure in which anchors 130 are planted on a concrete block 121 formed in a truncated cone shape is provided, and the anchors 130 protrude from the concrete blocks 121. The installation object 100 is widely fixed to the (rod-like protruding screw portion 131) via an attachment base such as a support frame 140, for example.

  The installation object 100 in the illustrated example has a structure in which a panel-like device main body 102 is fixed on a gantry 101, and is bolted onto the support frame 140 that is fastened and fixed to the protruding screw portion 131 of the anchor 130 using a nut 132. It is fixed on the plurality of foundation blocks 120 via the support frame 140 by being fixed by, for example. Further, a fixing structure may be employed in which the mounting base such as the support frame 140 is omitted and the gantry 101 is directly fastened and fixed to the protruding screw portion 131 of the anchor 130.

As a method of installing the foundation block 120 on the concrete floor 110, generally, a method of carrying in and installing on the site a product manufactured at a factory or the like (hereinafter also referred to as a laid foundation method of construction), or bar arrangement at the site, There are two methods of construction (hereinafter also referred to as on-site construction method) that are prepared by performing formwork installation, concrete placement, demolding, and curing.
The anchor 130 is fixed by placing a fixing portion 133, which is a portion fixed and fixed in the concrete of the foundation block 120, by welding or the like to a reinforcing bar cage assembled by reinforcement in the manufacturing process of the foundation block 120, and then placing concrete. The fixing unit 133 is embedded and fixed therein, or after the concrete block 121 is manufactured, it is fixed by post-installation and provided integrally with the concrete block 121.

As the anchor 130 (post-construction anchor) fixed to the foundation block 120 by post-construction, for example, a metal expansion anchor or the like can be used, but an adhesive anchor is often used.
In addition, there exists a thing of patent document 1 etc. as a technique which supports the mount frame of an installation thing using the basic block formed in cubic shape, truncated cone shape, etc., for example.

Japanese Patent Application Laid-Open No. 09-145099

However, in the structure in which the installation is fixed on the foundation block provided on the building roof as described above, since the weight of the foundation block is large, the load applied to the building frame is large, and it may be necessary to reinforce the building. In some cases, foundation blocks cannot be installed.
In addition, the placement foundation method requires a lot of labor to transport and install the foundation block, while the on-site construction method is inferior in workability compared to factory production because the bar arrangement and formwork assembly are on-site work. There were problems such as an increase in the number of construction days until the completion of the installation of objects and an increase in costs.

In addition, in both the foundation foundation method and the on-site construction method, when an existing waterproof layer is present on the concrete floor, there is a problem that it takes time to perform a waterproofing treatment between the foundation block and the existing waterproof layer around it.
As illustrated in FIG. 10, when a heat insulating waterproof layer 113 including a heat insulating material layer 111 and a waterproof layer 112 covering the heat insulating material layer 111 is present on the concrete floor 110, the heat insulating waterproof layer 113 is provided on the concrete floor 110. The foundation installation hole 114 is formed, and the foundation installation work is performed in which the foundation block 120 prepared at the factory or the like is prepared in the factory in the foundation installation hole 114. A method of forming a waterproof layer 115 that covers the entire outer surface of the portion protruding from the heat insulating waterproof layer 113 so as to extend also on the heat insulating waterproof layer 113 around the hole for base installation 114 is employed.
However, it is necessary to form a relatively large hole (foundation hole 114 for foundation installation) in the heat insulating waterproof layer 113 according to the outer periphery of the foundation block 120, and it takes time to form the foundation installation hole 114. In the case of the laying foundation method, a gap is likely to be formed between the outer periphery of the foundation block 120 installed in the hole 114 for installing the foundation and the existing waterproof layer 112 around the foundation block 120. A pre-process such as mounting (L-shaped plate or the like) is required. Moreover, in the field construction method, a method of placing a mold in the foundation installation hole 114 and placing concrete is often employed, but in this case, the generation of the gap due to the removal of the mold cannot be avoided. Therefore, it is difficult to reduce the labor for waterproofing the gap.

  In view of the above-mentioned problems, the present invention can ensure the strength that can function as a foundation for attaching an installation, and can easily perform the waterproof treatment around the hole formed in the existing waterproof layer for construction, Moreover, it aims to provide a post-installation anchor for foundations that is light in weight, can be easily constructed, can shorten the construction period, and can reduce costs.

In order to solve the above problems, the present invention provides the following configuration.
According to a first aspect of the present invention, there is provided a fixing anchor having a fixing portion to be fixed by being inserted into a prepared hole drilled in a concrete base material, and a rear end side opposite to the fixing portion on the front end side of the fixing anchor. A screwing contact member that is screwed to a male screw part provided on the surface of the concrete base material, and a cylindrical body part that is screwed to an external screw part formed on the screwing contact member; A closing base that closes the projecting end opening end by screwing to the projecting end opening end opposite to the bottom end opening end that is screwed to the screw contact member of the cylindrical body part A bolted part with a bolt part projecting from the part, and an outer layer including a heat insulating material layer and / or a waterproof layer along the surface of the concrete base material or the concrete base material. Ring plate to be in contact with the surface of the base, which is a concrete base material with an outer layer of the composition A taper-shaped cylindrical tubular portion is erected from an inner peripheral end of the ring-shaped bottom plate portion, and is located on the ring-shaped bottom plate portion and the periphery thereof in a state of being externally inserted to the outside of the cylindrical body part. A waterproof base member provided so that a waterproof layer covering the base surface extends from the ring-shaped bottom plate portion to the outer peripheral surface of the tapered tube portion, and the cylindrical body part is screwed to the screw contact member. By attaching the screwed part with the bolt part to the projecting end side opening end of the cylindrical body part, the screwing contact member, the cylindrical body part, and the screwed part with the bolt part, The base part for supporting the attachment attached to the bolt part of the screw part with the bolt part is assembled, and the cylindrical body part of the cylindrical body part is formed from the outer periphery of the closing base part of the screw part with the bolt part. A cylindrical shape extending along the outer peripheral surface It provides the basis for post installed anchors, characterized in that the tapered tube portion open end of the tip of the waterproof base member to the inside of the bar is capable accommodated.
According to a second aspect of the invention, the waterproof base member is extrapolated to the cylindrical body part in a loosely inserted state while securing a movable range around the cylindrical body part. Provide post-installation anchors.
The third aspect of the present invention further includes a cushion ring made of a sponge-like synthetic resin foam material and fitted to the outer periphery of the tapered cylindrical portion, and the screw with the bolt portion when the base portion is assembled. A foundation post-construction anchor according to the first or second invention, wherein the outer peripheral surface of the cushion ring is brought into contact with an inner peripheral surface of a tubular cover of a wearing part.
According to a fourth aspect of the present invention, a cushion ring made of a sponge-like synthetic resin foam material is attached to the outer periphery of the tapered cylindrical portion of the waterproof base member or the inner peripheral surface of the cylindrical cover of the screwed part with the bolt portion. And the cushion ring is disposed so as to be sandwiched between the cylindrical cover and the tapered cylindrical portion when the basic portion is assembled. We also provide construction anchors.
According to a fifth aspect of the present invention, there is provided the foundation post-construction anchor according to any one of the first to fourth aspects, wherein the waterproof base member is an integrally molded product made of synthetic resin.
According to a sixth aspect of the present invention, the screw contact member is provided with a cylindrical thread portion in which the external thread portion is formed on one side of a ring plate-shaped base portion, and the base portion is formed from the cylindrical thread portion. A metal integrally formed product having a flange portion that is an outwardly projecting portion, and a through-hole in which the inner space of the cylindrical screw portion and the inner space of the base portion are continuous with each other is threaded on its inner surface A foundation post-installation anchor according to any one of the first to fifth inventions is provided, wherein the anchor is formed as a female screw hole for screwing onto the male screw portion of the fixing anchor.
In a seventh aspect of the present invention, the fixing anchor is a metal expansion anchor, and a female screw hole for screwing the male screw portion of the fixing anchor is formed in the screw contact member. A post-construction anchor for a foundation according to any one of the first to sixth inventions is provided.

According to the present invention, the fixing anchor is fixed to the concrete base material, and is externally attached to the surface of the concrete base material in contact with the surface of the concrete base material while being screwed to the male screw portion of the fixing anchor. A cylindrical body part is screwed onto the threaded portion, and a waterproof base member is extrapolated to the cylindrical body part. Then, a screwed part with a bolt part separate from the cylindrical body part is attached to the cylindrical body part. The base can be easily assembled simply by screwing and fixing. In addition, waterproofing around the construction site can be performed easily and efficiently in a short time by the waterproof base member. For this reason, while being able to ensure high construction workability, a work period can be shortened.
The foundation part constituted by the screwing contact member, the cylindrical body part, and the screwed part with the bolt part has a hollow structure, and can easily realize significant weight reduction compared to a conventional concrete base block, In addition, cost reduction can be easily realized. Moreover, since the said base part is comprised by the both-ends bottomed cylindrical shape with which the center axial direction both ends of the cylindrical body part which comprises this base part were block | closed, high intensity | strength can be ensured easily.

Further, according to the post-installation anchor for foundation, a load in the shearing direction (shear load) applied from an attachment attached to the bolt part protruding from the foundation part is screwed from the cylindrical body part to the screw contact member. Rotational moment acting on a portion (protruding portion) that protrudes outward from the concrete base material of the anchor for anchoring due to the shear load, that is, the concrete of the anchor for anchoring fixed to the concrete base material The screw contact member and the anchor for fixing distribute the load acting in the rotation direction around the boundary between the portion embedded in the base material (embedded portion) and the protruding portion, and exert a resistance force To do. The shear load acts on the protruding portion of the fixing anchor from the cylindrical body part via the screw contact member. For this reason, for example, the shearing load (shearing strength) is higher than the configuration in which the shearing load directly acts on the protruding portion of the anchor for anchoring from the bolt portion of the base portion without passing through the cylindrical body part or the screw contact member. Is obtained.
It goes without saying that the anchoring anchor is fixedly fixed to the concrete base material, whereby the pulling strength with respect to the concrete base material can be secured and the displacement in the direction along the surface of the concrete base material can be prevented.

Further, according to the foundation post-construction anchor, the tubular cylinder taper cylinder portion is erected from the inner peripheral end of the ring plate-shaped ring bottom plate portion that is in contact with the surface of the base, and the cylinder A waterproof base member that is externally attached to the outer side of the cylindrical body part, and a waterproof layer that covers the ring-shaped bottom plate portion and the base surface located around the ring-shaped bottom plate portion is formed on the outer peripheral surface of the tapered cylindrical portion from the ring-shaped bottom plate portion. By forming so that it may extend, the waterproof process of the boundary between a ring-shaped bottom-plate part and the said base surface located in the circumference | surroundings can be performed easily.
In addition, the base part is assembled by screwing a screwed part with a bolt part to the projecting end side opening end of the cylindrical body part screwed to the screwing contact member, and for closing the screwed part with the bolt part. The tapered cylindrical portion is formed in the tapered cylindrical portion by housing the tapered cylindrical portion of the waterproof base member inside a cylindrical cover that extends from the outer periphery of the base portion along the outer peripheral surface of the cylindrical body part. An end portion of the waterproof layer can be covered with the cylindrical cover. For this reason, it is possible to prevent water from entering between the waterproof layer and the waterproof base member from the end of the waterproof layer.

BRIEF DESCRIPTION OF THE DRAWINGS It is a figure explaining the post-installation anchor for foundations of 1 embodiment which concerns on this invention, Comprising: It is sectional drawing which shows the state fixedly constructed to the foundation | substrate of the structure by which the heat insulation waterproof layer was provided as an outer layer on the concrete floor. It is a figure explaining the method of carrying out the fixed construction of the foundation post-installation anchor of FIG. 1 on the foundation | substrate, Comprising: It is sectional drawing which shows the state which formed the hole part for construction in the heat insulation waterproof layer of the foundation | substrate. Fix the anchor for anchoring the post-installation anchor for the foundation to the concrete floor exposed at the bottom of the hole in the construction hole shown in FIG. It is a figure which shows the state made to contact | abut on the floor surface. A waterproof base member is extrapolated to a cylindrical body part that is screwed to the screw contact member shown in FIG. 3 and is erected on the concrete floor. The ring-shaped bottom plate portion of the waterproof base member has a base surface (insulating waterproof layer surface). It is a figure which shows the state which was made to contact | abut and was installed on the foundation | substrate. It is a figure which shows the state which extrapolated and inserted the cushion ring in the taper cylinder part of the waterproof base member of FIG. Screw the screwed parts with bolts onto the end protruding from the waterproof base member of the cylindrical body part screwed to the screwing contact member (projecting end side opening end), and install the entire foundation post-installation anchor It is a figure which shows the assembled state. It is a perspective view which shows a waterproof base member. It is a figure explaining another aspect of the fixed construction state with respect to the foundation | substrate of the foundation post-construction anchor of 1 embodiment which concerns on this invention. An example of an installation fixing structure that uses a foundation post-construction anchor fixed to a concrete floor (concrete base material) on the roof of a building to fix an installation with a panel-like device body to the concrete floor. FIG. It is a general view explaining an example of the installation structure which installs an installation thing on the concrete floor of a building roof using a concrete foundation block.

Hereinafter, a foundation post-construction anchor according to an embodiment of the present invention will be described with reference to the drawings.
In FIG. 1 to FIG. 9, description will be made with the upper side as the upper side and the lower side as the lower side.

As shown in FIG. 9, this foundation post-construction anchor 10 (hereinafter also simply referred to as a foundation anchor) is used for fixing to a concrete structure and fixing the installation 2 to the concrete structure. is there.
This foundation anchor 10 is a concrete floor (concrete base material) itself or a ground having a configuration in which an outer layer 4 including a heat insulating material layer and / or a waterproof layer is provided on the concrete floor 1 (a concrete base material with an outer layer 5). It can be used suitably for fixation of the installation object 2 with respect to the foundation | substrate 5 by carrying out fixed construction to. The base 5 illustrated in FIGS. 1 to 6, 8, and 9 includes an outer layer 4 (heat insulating waterproof layer) configured to include a heat insulating material layer 4 a and a waterproof layer 4 b covering the heat insulating material layer 4 a on the concrete floor 1. ) Is a concrete base material with an outer layer (concrete frame with a heat insulating waterproof layer). Hereinafter, this outer layer is also referred to as a heat insulating waterproof layer.

FIGS. 1 and 8 show a state in which the foundation anchor 10 is fixedly installed on the foundation 5 (fixing structure of the foundation anchor), and FIG. 9 shows a foundation using a plurality of foundation anchors 10 fixed on the foundation 5. 5 illustrates a fixing structure (installed object fixing structure) in which the installation object 2 is fixed.
In addition, although the base 5 in the illustrated example illustrates a flat roof of a concrete building, the base 5 is not limited to a flat roof, and may be, for example, a balcony floor or a floor slab of various bridges such as a road or road viaduct.

  As shown in FIG. 1 and the like, the foundation anchor 10 described here includes a fixing anchor 20, a screwing contact member 60 that is screwed to the male screw portion 22 of the fixing anchor 20, and the screwing contact. A cylindrical body part 70 that is a cylindrical member that is screwed to an outer thread part 62 on the outer periphery of a cylindrical thread part 61 (described later) of the member 60, and the screw contact member 60 of the cylindrical body part 70. A closing base portion 81c for closing the opening inside the projecting end side opening end portion 72 by screwing to the projecting end side opening end portion 72, which is the end opposite to the bottom end side opening end portion 71 to be screwed, and A bolted threaded part 80 having a bolt part 81d projecting from the closing base part 81c and a tapered cylindrical tubular part 92 tapered from the inner peripheral end of the ring-shaped ring-shaped bottom plate part 91 are erected. The tapered cylindrical portion 92 is loosely inserted into the cylindrical body part 70. Comprises a waterproof base member 90 provided extrapolated is configured state.

The fixing anchor 20 in the illustrated example is a metal expansion anchor, and specifically, a core rod driving type anchor is illustrated.
The metal expansion anchor includes an expansion portion that is expanded by, for example, driving a core rod, driving an internal cone, pulling up a cone, or the like at the distal end portion (one end in the central axis direction) of the sleeve-shaped main body. This extension unit functions as the fixing unit 21. Hereinafter, when the fixing unit 21 refers to an expansion unit, it may be referred to as an expansion unit.
As shown in FIG. 2, the fixing portion 21 of the core rod driving type anchor of the illustrated example is an extended portion that is expanded by driving the core rod 24 into the inner hole 23 a inside the sleeve-like main body 23.

However, the metal expansion anchor that can be used as the anchoring anchor 20 is not limited to the core rod driving type anchor, and for example, a well-known type such as a cone pulling type anchor, a wedge type anchor, or a main body driving type anchor can be used.
Further, the fixing anchor 20 according to the present invention is not limited to a metal expansion anchor, but may be an adhesive anchor.
However, in terms of shortening the work period, it is more preferable to employ a metal expansion anchor.

  As the fixing anchor 20, a structure in which a male screw portion 22 is provided on the rear end side opposite to the fixing portion 21 is employed. Further, the anchor 20 for fixing is constructed so that a part or the whole of the male screw portion 22 protrudes from the upper surface 1 a of the concrete floor 1 when fixed to the concrete floor 1.

  The male threaded portion 22 of the metal expansion anchor is not limited to the one in which a thread is formed at the rear end of the sleeve-like body on which the expanded portion is formed. For example, after fixing to a concrete base material, such as a bolt fixed by screwing into a sleeve-like body of a main body driven anchor anchored and fixed to a concrete base material (here, a concrete floor) by extension of the extension portion, the screw is attached to the sleeve-like main body. It may be provided.

  The screwing contact member 60 of the foundation anchor 10 has a configuration in which a sleeve-like (cylindrical) cylindrical threaded portion 61 projects from one side of a ring plate-like base portion 63. The screw contact member 60 is a metal integrally formed product.

The cylindrical screw portion 61 is a cylindrical portion that has the same inner diameter as the base portion 63 and extends from the base portion 63. The cylindrical thread portion 61 protrudes from the base portion 63 to the surface 63c side opposite to the bottom surface 63b of the base portion 63 that is in contact with the concrete floor 1.
The cylindrical threaded portion 61 of the screwing contact member 60 in the illustrated example has a protruding dimension from the base portion 63 that is substantially the same as the outer diameter of the cylindrical threaded portion 61. The projecting dimension from the base portion 63 may be slightly shorter than the outer diameter of the cylindrical screw portion 61 or may be longer than the outer diameter of the cylindrical screw portion 61.

  The screw contact member 60 has a through hole in which the inner space of the cylindrical screw portion 61 and the inner space of the base portion 63 are continuous with each other. The through hole has a thread formed on its inner surface, and is a female screw hole 64 for screwing the screw contact member 60 to the male screw portion 22 of the fixing anchor 20. Further, an outer thread portion 62 for screwing the tubular body part 70 is formed on the outer periphery of the tubular thread portion 61.

The cylindrical screw portion 61 is formed in a cylindrical shape whose outer diameter is smaller than the outer diameter of the base portion 63. The base portion 63 and the cylindrical screw portion 61 have an outer peripheral shape concentric with the female screw hole 64.
The screw contact member 60 has a flange portion 63 a that is a portion where the base portion 63 projects outward from the cylindrical screw portion 61.

The cylindrical body part 70 of the foundation anchor 10 in the illustrated example is a metal cylinder (cylindrical body).
One end of the cylindrical body part 70 in the central axial direction is a bottom end side opening end portion 71 in which an inner screw portion 71 a for screwing to the cylindrical screw portion 61 of the screw contact member 60 is formed. The other end is a projecting-end-side opening end portion 72 in which an internal thread portion 72a for screwing a threaded component body 81 (a threaded component with a bolt portion) of the threaded component 80 with the bolt portion is formed. It has a configuration.

  The threaded part 80 with the bolt part is an outer peripheral part of a threaded part main body 81 that closes the opening inside the projecting end side opening end part 72 by screwing to the projecting end side opening end part 72 of the cylindrical body part 70. Further, a cylindrical cover 82 is attached so as to surround the cylindrical body part 70 when the threaded part main body 81 is screwed to the projecting end side opening end 72 of the cylindrical body part 70. It has a configuration.

The threaded component main body 81 is provided with a columnar threaded projection 81b that is screwed into one side of a disc-shaped main plate portion 81a and screwed into the projecting end side opening end 72 of the cylindrical body component 70. The closing base portion 81c (closing portion) having the above-described configuration, and the bolt portion 81d projecting on the opposite side (outer surface side) of the main plate portion 81a of the closing base portion 81c from the screwing protrusion 81b. It is a metal integral molded product comprising
On the outer periphery of the screwing protrusion 81b of the screwing part main body 81, an external thread part 81e for screwing the screwing protrusion 81b to the inside of the projecting end side opening end 72 of the cylindrical body part 70 is provided. Is formed. The screwing protrusion 81b may be a cylindrical protrusion on which the external thread 81e is formed.

The screwed part 80 with the bolt part is configured such that the screwing protrusion 81b of the screwing part main body 81 is screwed into the protruding end side opening end 72 of the cylindrical body part 70 and the screwing protrusion of the main plate part 81a. A flange portion 81 f, which is a portion projecting to the outside of 81 b, is brought into contact with the projecting end side opening end portion 72 (specifically, an end surface thereof) of the cylindrical body part 70 to be fastened and fixed to the cylindrical body part 70. As a result, the protruding end side opening end 72 of the cylindrical body part 70 can be closed by the threaded component main body 81 (specifically, the closing base portion 81c), and the waterproofing of the protruding end side opening end 72 is ensured. In addition, water can be prevented from entering the tubular body part 70 from the projecting-end-side opening end 72. The closing base portion 81c of the threaded component body 81 functions as a closing portion according to the present invention.
Further, in order to ensure the waterproofness of the projecting end side opening end portion 72, an O-ring is provided between the flange portion 81 f of the threaded component body 81 and the end surface of the projecting end side opening end portion 72 of the cylindrical body component 70. It is also possible to insert a sealing material.

The cylindrical cover 82 is a metal cylindrical member whose central axial direction dimension is shorter than the central axial direction dimension of the cylindrical body part 70, and has one end in the central axial direction of the threaded part main body 81. It is fixed to the outer periphery, specifically, the outer periphery of the flange portion 81f by, for example, screwing / tightening, welding, bonding with an adhesive, fitting, etc. (screwing / tightening in the illustrated example) to ensure watertightness. .
Needless to say, a sealing material, an O-ring or the like may be used between the cylindrical cover 82 and the outer periphery of the threaded component main body 81 in order to ensure watertightness. Further, the end of the cylindrical cover 82 opposite to the one end in the central axis direction attached to the outer periphery of the threaded component body 81 is an open end, and this open end is also referred to as a cover open end 82a.

  The cylindrical cover 82 surrounds at least the opening end portion 92a on the protruding end side of the tapered cylindrical portion 92 protruding from the ring-shaped bottom plate portion 91 of the waterproof base member 90 so as to surround the tapered cylindrical portion 92. Be placed. The cylindrical cover 82 in the illustrated example is formed so that its central axial direction dimension is about half of the central axial direction dimension of the cylindrical body part 70. Further, the cylindrical cover 82 is formed such that the dimension in the central axis direction thereof is substantially the same as or slightly shorter than the dimension in the central axis direction of the tapered cylindrical portion 92 of the waterproof base member 90. When screwed into the projecting-end-side opening end 72 of the cylindrical body part 70, the substantially entire length of the tapered cylindrical portion 92 of the waterproof base member 90 can be accommodated therein.

  As described above, the waterproof base member 90 is a member having a configuration in which a tapered cylindrical cylindrical portion 92 is erected from an inner peripheral end of the ring-shaped annular bottom plate portion 91, and the ring-shaped bottom plate portion 91 is provided by being externally inserted in the cylindrical body part 70 in a loosely inserted state in a direction that is closer to the concrete floor 1 than the tapered cylindrical portion 92. The waterproof base member 90 described here is an integrally molded product made of synthetic resin, but the material of the waterproof base member 90 should be able to sufficiently secure the adherence of the waterproof portion 6 (described later). There is no particular limitation as long as it is made of metal, for example.

As described above, FIG. 1 shows a state in which the foundation anchor 10 is fixedly installed on a concrete frame with a heat insulating waterproof layer (concrete floor with an outer layer) having a structure in which a heat insulating waterproof layer 4 is provided on the upper surface 1a of the concrete floor 1. An example of (fixing structure of foundation anchor) is shown.
In the heat insulating waterproof layer 4 in the illustrated example, a plurality of heat insulating waterproof panels 4A having a structure in which an FRP waterproof layer 4b is integrated on one surface of a heat insulating material plate 4c made of a hard resin foam such as expanded polystyrene is provided on the concrete floor upper surface 1a. It is configured with an array. In the heat insulating waterproof layer 4, the heat insulating plate 4 c of the heat insulating waterproof panel 4 A constitutes the heat insulating material layer 4 a of the heat insulating waterproof layer 4.
However, the heat-insulating waterproof layer 4 is not limited to the above-described configuration, and, for example, a film waterproof layer or a membrane waterproof layer made of a waterproof sheet is formed on a heat insulating material panel arranged in a plurality on the concrete floor upper surface 1a. It may be.

  In FIG. 1, the foundation anchor 10 has a protruding portion 25 (an example shown) of a fixing anchor 20 fixed to a concrete floor 1 exposed at the bottom of a hole 4d for construction formed in a heat insulating waterproof layer 4 of a base 5. Then, a screw contact member 60 whose substantially entire length is screwed to the male screw portion 22) is disposed in contact with the concrete floor upper surface 1a in the construction hole portion 4d. The bottom end side opening end 71 of the cylindrical body part 70 is screwed to the external thread part 62, and the cylindrical body part 70 is screwed in such a manner that the central axis direction is perpendicular to the concrete floor upper surface 1a. The waterproof base member 90 provided in an upright state on the base portion 63 of the abutting member 60 and externally inserted in the cylindrical body part 70 in the loosely inserted state is connected to the ring-shaped bottom plate portion 91 of the construction hole portion 4d. The surface of the heat insulating waterproofing layer 4 located around The surface opposite to the floor 1 is placed in contact with a portion located around the opening of the hole 4d for construction) and is placed on the projecting side opening end 72 of the cylindrical body part 70. A base end portion 92b (ring-shaped bottom plate portion) of the tapered cylindrical portion 92 of the waterproof base member 90 is disposed inside the cylindrical cover 82 of the bolted screwed part 80 to which the closing base portion 81c is screwed and fixed. The portion other than the end portion on the 91 side is housed and assembled.

  Of the tapered cylindrical portion 92 of the waterproof base member 90, the entire portion from the base end portion 92b to the opening end portion 92a side is disposed inside the cylindrical cover 82 of the screwed part 80 with the bolt portion. If it is the structure covered, the opening end 92a at the tip of the tapered cylindrical portion 92 includes the cylindrical body part 70, the flange part 81f of the screwed part main body 81 of the screwed part 80 with the bolt part, Since it is disposed on the inner side surrounded by the cylindrical cover 82, rainwater can be prevented from entering the waterproof base member 90 from the open end 92a.

In the fixing structure of the foundation anchor shown in FIG. 1, the boundary between the portion of the surface of the heat insulating waterproofing layer 4 located around the ring-shaped bottom plate portion 91 of the waterproof base member 90 and the ring-shaped bottom plate portion 91 of the waterproof base member 90 is defined. The covering waterproof layer 6 (hereinafter also referred to as a construction portion waterproof layer) is formed to ensure the waterproof property of the boundary.
The construction portion waterproof layer 6 in the illustrated example is a portion of the surface of the heat insulating waterproof layer 4 located around the ring-shaped bottom plate portion 91 of the waterproof base member 90 (the ring-shaped bottom plate portion outside the outer periphery of the ring-shaped bottom plate portion 91). 91) and the entire surface of the ring-shaped bottom plate portion 91 of the waterproof base member 90 (the surface opposite to the bottom surface 91a that is in contact with the surface of the heat-insulating waterproof layer 4). 92 is a waterproofing membrane formed on the outer peripheral surface of the threaded part 80 with bolts, which is also formed at a portion located inside the cylindrical cover 82.

However, as shown in FIG. 9, for example, the construction portion waterproof layer 6 covers the entire surface excluding the installation location of the waterproof base member 90 on the surface of the heat insulating waterproof layer 4 (that is, the entire portion not covered by the waterproof base member 90). You may form so that it may cover.
As said construction part waterproof layer 6, a well-known thing can be employ | adopted as a waterproof layer for building structures, such as a coating-film waterproof layer and a waterproof sheet, for example. On the outer peripheral portion of the waterproof layer 6 of the construction portion, a known terminal treatment for securing waterproofness (for example, bonding of waterproof tape, application of a sealing material, presser plate (disc shape, ring plate shape, etc.) The shape is not limited) and the waterproof sheet is mechanically fixed using an anchor pin.

  As shown in FIGS. 1 and 7, the outer peripheral surface of the base end portion 92b, which is the end portion of the tapered cylindrical portion 92 of the waterproof base member 90 on the ring-shaped bottom plate portion 91 side, is from the opening end portion 92a side. The curved outer peripheral surface is curved so that the inclination angle with respect to the central axis of the tapered cylindrical portion 92 increases toward the ring-shaped bottom plate portion 91 side. For this reason, as shown in FIGS. 1 and 5, the work of providing the construction portion waterproof layer 6 so as to continue from the ring-shaped bottom plate portion 91 of the waterproof base member 90 to the tapered tube portion 92 can be easily performed.

  When the construction portion waterproof layer 6 is a waterproof coating layer, if the outer peripheral surface of the base end portion 92b of the tapered cylindrical portion 92 is the curved outer peripheral surface, for example, the tapered cylindrical portion is erected vertically from the ring-shaped bottom plate portion. Compared to the configuration, it is easy to secure the film thickness when forming the coating film by applying the liquid resin material for forming the coating film waterproof layer, and the membrane construction waterproof layer 6 can be easily formed on the waterproof base member 90. There is an advantage that it can be formed.

  In the case of a waterproof sheet, the waterproof sheet is bonded (attached) to the waterproof base member 90 using an adhesive, but the tapered cylindrical portion is tapered as compared to the configuration in which the tapered cylindrical portion is erected vertically from the ring-shaped bottom plate portion. It is difficult for slack, float, etc. to occur near the boundary between the tube portion and the ring-shaped bottom plate portion. For this reason, the loosening or floating of the waterproof sheet in the vicinity of the boundary is caused by the partial lift or localization of the waterproof sheet in the vicinity of the boundary between the outer periphery of the ring-shaped bottom plate portion 91 of the waterproof base member 90 and the surface of the heat insulating waterproofing layer 4 around it. Inconveniences such as concentration of typical tensile stress can be easily avoided.

  Thus, the construction portion waterproof layer 6 is screwed from the portion of the surface of the heat insulating waterproof layer 4 located around the ring-shaped bottom plate portion 91 of the waterproof base member 90 to the screw with bolt portion on the outer peripheral surface of the tapered cylindrical portion 92. If it is the structure which extended and formed so that it might cover even the part located inside the cylindrical cover 82 of the wearing part 80, the edge part of the part formed in the taper cylinder part 92 of the waterproof base member 90 of the construction part waterproof layer 6 is a volt | bolt. Since it is covered with the cylindrical cover 82 of the threaded part 80 with a portion, it prevents deformation of the end portion of the waterproof portion 6 of the construction portion, and prevents water from entering between the waterproof portion 6 of the construction portion and the waterproof base member 90. This is advantageous.

The foundation anchor 10 in the illustrated example includes a cushion ring 93 that is attached by being fitted to the outside of the tapered cylindrical portion 92 of the waterproof base member 90. The waterproof base member 90 abuts the outer peripheral surface of the cushion ring 93 that is fitted on the tapered cylindrical portion 92 of the waterproof base member 90 with the inner peripheral surface of the cylindrical cover 82 of the screwed part 80 with bolts. Provided.
The cushion ring 93 is a sponge-like member made of a flexible synthetic resin foam material such as polyurethane foam. As shown in FIG. 1, the inner peripheral surface of the cylindrical cover 82 of the bolted screwed part 80 is disposed concentrically with the central axis of the cylindrical body part 70. The cushion ring 93 has its outer peripheral surface abutted against the inner peripheral surface of the cylindrical cover 82 of the bolted threaded component 80, so that the taper cylindrical portion 92 of the waterproof base member 90 and the bolted threaded component 80. By being interposed between the cylindrical cover 82 and the cylindrical cover 82, the elasticity of the cushion ring 93 itself secures a slight movable range around the cylindrical body part 70 and extrapolates it in a loosely inserted state. It functions to support the tapered cylindrical portion 92 of the waterproof base member 90 in a position where a clearance (movable range) is ensured substantially evenly around the cylindrical body part 70.

  When the cushion ring 93 of the illustrated example is fitted to the outside of the tapered cylindrical portion 92, the cushion ring 93 is attached to the outside of the tapered cylindrical portion 92 by the elasticity of the cushion ring 93 itself. Therefore, the cushion ring 93 completes the extrapolation of the waterproof base member 90 to the cylindrical body part 70 and the installation on the heat insulating waterproof layer 4 as shown in FIG. After completion of the construction, it is possible to fit (see FIG. 5) by fitting into the outer side of the tapered cylindrical portion 92 of the waterproof base member 90. It is preferable from the viewpoint of securing the workability of the construction portion waterproof layer 6 that the cushion ring 93 is fitted and attached to the outside of the tapered cylindrical portion 92 of the waterproof base member 90 after the construction portion waterproof layer 6 is constructed.

  The waterproof base member according to the present invention is not limited to the configuration provided with a cushion ring that is fitted to the taper cylindrical portion 92 so as to be fitted and fitted. A configuration including a ring is also included. Further, the cushion ring 93 may be attached to the inner peripheral surface of the cylindrical cover 82 of the screwed part 80 with the bolt portion.

An example of a method (fixing method for fixing the foundation anchor) for fixing the foundation anchor 10 by post-installation on the base 5 that is a concrete frame with a heat insulating waterproof layer (concrete base material with an outer layer) will be described.
First, as shown in FIG. 2, after forming a hole 4d for construction in the heat insulating waterproof layer 4 and drilling a pilot hole 1b in the concrete floor 1 using a drill or the like from the hole 4d for construction, As shown in FIG. 3, the fixing anchor 20 of the anchor 20A with an abutting part assembled by screwing the screw abutting member 60 to the male threaded portion 22 of the anchoring anchor 20 is inserted into the prepared hole 1b from the tip side. The bottom surface 63b of the screwing contact member 60 (specifically, the bottom surface of the base portion 63) is brought into contact with the concrete floor top surface 1a by being inserted. Then, the expansion portion 21 of the fixing anchor 20 is expanded by driving the core rod 24 inserted into the inner hole 23 a of the sleeve-like main body 23 of the fixing anchor 20, and the anchor 20 </ b> A with abutting parts is fixed to the concrete floor 1. (State shown in FIG. 3). Thereby, the screw contact member 60 is fixed to the concrete floor 1.

In the case of the illustrated anchor 10 using a metal expansion anchor (a metal expansion anchor having a male threaded portion 22. In the illustrated example, a core rod driving type anchor) as the anchoring anchor 20, as shown in FIG. A fixing anchor 20 of an anchor 20A with an abutting member formed by screwing a screwing abutting member 60 onto the male threaded portion 22 of the anchor 20 for insertion is inserted into a prepared hole 1b drilled in the concrete floor 1 from its distal end side. Then, the expansion work of the expansion portion 21 of the sleeve-like main body 23 of the fixing anchor 20 is performed in a state where the screw contact member 60 (specifically, the bottom surface 63b) is in contact with the concrete floor upper surface 1a. In the case of a core rod driving type anchor, this expansion operation is an operation of expanding the expansion portion 21 by driving the core rod 24 inserted into the inner hole 23a of the sleeve-like main body 23 of the anchoring anchor 20 into the expansion portion 21.
When the fixing anchor 20 is fixed by the expansion of the expansion portion 21, the screw contact member 60 is fixed to the concrete floor 1.

As shown in FIG. 3, the anchor 20A with an abutting member has an end surface of a male screw portion 22 which is a rear end portion of the anchor 20 for fixing, in order to reliably perform the operation of driving the core rod 24 by hitting with a hammer or the like. It is preferable to assemble the male screw portion 22 so that the male screw portion 22 protrudes from the end surface of the threaded contact member 60 on the opposite side of the base portion 63 of the cylindrical screw portion 61 or from the end surface of the cylindrical screw portion 61.
Even when the male screw portion 22 is at a position shifted from the end surface of the cylindrical screw portion 61 toward the base portion 63, for example, a lead pin that can be inserted into the female screw hole 64 of the screwing contact member 60 is used. It is possible to drive the rod 24.

Further, as shown in FIG. 3, the anchoring work 20A with the abutment member of the illustrated example is fixed to the concrete floor 1 by filling the prepared hole 1b with a curable liquid filler 12 and then fixing the fixing anchor 10 to the prepared hole. The fixing and fixing work is performed by inserting the expansion portion 21 into the fixing portion 21b.
As the filler 12 used here, it fills the pilot hole 1b in a liquid state and cures, thereby exhibiting waterproofness and functioning as an adhesive for adhering and fixing the fixing anchor 10 to the concrete floor. Can be suitably employed. Examples of the filler 12 include a reaction-curable curable liquid resin material (epoxy resin, polyester resin, etc.) obtained by mixing two liquids or three liquids or more, and a cement-based material (main component is cement). Further, water or water glass can be used as the curing agent. However, the filler 12 is selected depending on the material of the concrete floor and the anchor 10 for fixing, and can be appropriately changed according to the material of the base material and the anchor 10 for fixing.

If the fixing anchor 10 is inserted into the pilot hole 1b filled with the filler 12 having a function as an adhesive, and the expansion portion 21 of the fixing anchor 10 is expanded and fixed to the concrete floor 1, it is expanded. The mechanical fixation to the concrete floor 1 is realized by the expansion of the portion 21, so that the pulling strength for the concrete floor 1 is secured even before the filler 12 is cured, and the installation state for the concrete floor 1 is also stable. Good workability can be ensured in the subsequent process (screw fixing of the bolted screwed part 80 to the screwing contact member 60).
Further, when the filler 12 is cured, the expansion of the expansion portion 21 causes the adhesion fixing force of the filler 12 having adhesiveness to the pullout strength of the anchoring anchor 10 to the concrete floor 1 in addition to the mechanical fixing force to the concrete floor 1. This contributes to a higher pullout strength.
Needless to say, the waterproofness of the pilot hole 1b can be secured by the waterproofness of the filler 12.

The fixing anchor 10 is not limited to a configuration in which the filler 12 that exhibits waterproofness and adhesiveness when cured is used together and fixed to the concrete floor 1. The fixing anchor 10 can be expanded without using the filler 12. You may fix to the concrete floor 1 only by the mechanical fixation by.
When fixing and fixing the anchor 20 for fixing with the filler 12 filled in the pilot hole 1b and securing the waterproof property of the pilot hole 1b, the pilot hole 1b is a non-through hole (see FIG. 3 and the like). When the filling material 12 is not filled in the pilot hole 1b, the pilot hole 1b may be either a non-through hole or a through hole.

  As shown in FIG. 1, the screw contact member 60 of the foundation anchor 10 has a recess 65 having a shape in which the female screw hole 64 is expanded at the center of the bottom surface 63b. When the anchor anchor 20 of the anchor 20A is inserted into the pilot hole 1b filled with the filler 12, the filler 12 overflowing from the pilot hole 1b flows into the recess 65 and can be filled. . Hereinafter, the recess 65 is also referred to as a filler housing recess.

  If the filler 12 overflowing from the pilot hole 1b and filled in the filler receiving recess 65 is cured, the filler having adhesiveness in addition to the mechanical adhering force to the concrete floor 1 by the expansion of the extension portion 21. Since the adhesive fixing force 12 also contributes to the pullout strength of the foundation anchor 10 with respect to the concrete floor 1, higher pullout strength can be ensured. In addition, the filler 12 can reliably secure not only the pilot hole 1b but also the vicinity of the opening of the pilot hole 1b in the concrete floor upper surface 1a, and the fixing force of the screw contact member 60 to the concrete floor 1 can be ensured. As a result, it is possible to improve the fixing force and the pull-out strength of the anchor 20 </ b> A with the abutting parts to the concrete floor 1.

  When fixing of the anchor 20 for fixing to the concrete floor 1 (fixing of the anchor 20A with the abutting part) is completed, as shown in FIG. 4, the cylindrical body part 70 is arranged outside the cylindrical screw part 61 of the screwing abutting member 60. The cylindrical body part 70 is provided in a standing state on the base part 63 of the screwing contact member 60, and the waterproof base member 90 is attached to the cylindrical body part 70. And the ring-shaped bottom plate portion 91 is placed on the surface of the heat insulating waterproof layer 4 located around the construction hole 4d. Then, as shown in FIG. 5, after the construction portion waterproof layer 6 is constructed and the cushion ring 93 is fitted and attached to the outer side of the tapered cylindrical portion 92 of the waterproof base member 90, the cylindrical body part as shown in FIG. A screwed part 80 with a bolt part is screwed into the projecting end side opening end part 72 of the screw 70 by screwing the screwing protrusion 81b of the screwed part main body 81, and is firmly tightened and fixed. Thereby, the fixing construction with respect to the foundation | substrate 5 of the anchor 10 for foundations is completed.

As shown in FIG. 1, when the threaded part main body 81 of the threaded part 80 with the bolt part is fastened and fixed to the projecting side opening end 72 of the cylindrical body part 70, the threaded contact member 60 and the cylindrical body part 70 are fixed. The hollow part between the screwing contact member 60 and the screw part main body 81 of the screw part with bolt part 80 is formed in the cylindrical body part 70 by the screw part main body 81 of the screw part with bolt part 80. The base portion 11 of the hollow structure in which 73 is secured is configured.
The base portion 11 has both ends in the central axial direction of the cylindrical body part 70 constituting the cylindrical body portion of the base portion 11 by the screw contact member 60 and the screw part main body 81 of the screw part 80 with the bolt part. Since it is configured in a cylindrical shape with both ends closed with closed, high strength can be easily secured.
And since this foundation part 11 is a hollow structure, compared with the conventional concrete foundation block, a significant weight reduction can be implement | achieved easily and also cost reduction can be implement | achieved easily.

  The foundation anchor 10 is configured to screw the threaded part body 81 of the bolted threaded part 80 onto the cylindrical body part 70 after the tubular body part 70 is completely screwed to the threaded contact member 60. Therefore, it is possible to construct the construction part waterproof layer 6 before the threaded component body 81 is threaded onto the cylindrical body component 70. For this reason, the construction workability | operativity of the construction part waterproof layer 6 can be ensured favorable by constructing the construction part waterproof layer 6 and screwing the bolted screw part 80 to the cylindrical body part 70.

Further, according to the anchor 10 for a foundation, the load in the shear direction (shear load) applied from the attachment attached to the bolt part 81d of the screwed part main body 81 of the screwed part 80 with the bolt part is a cylindrical body part. 70 is transmitted to the screwing contact member 60 (specifically, the cylindrical thread portion 61 of the screwing contact member 60), and protrudes outward from the concrete floor 1 of the anchoring anchor 20 by the shear load. Rotation moment acting on the portion (protruding portion 25), that is, the embedding with respect to the portion (embedded portion) embedded in the concrete floor 1 (inside the pilot hole 1b) of the anchor 20 for fixing fixed to the concrete floor 1 The screwing contact member 60 and the anchoring anchor 20 distribute and bear the bending moment (bending load) acting in the rotation direction around the boundary between the protrusion portion and the projecting portion 25, and the resistance force is reduced. To volatilizing, high shear strength (shear strength) can be obtained.
Needless to say, by fixing and fixing the anchor 20 to the concrete floor 1, it is possible to ensure the pulling strength with respect to the concrete floor 1 and to prevent the displacement in the direction along the surface of the concrete floor 1.

  In the anchor 10 for a foundation, a cylindrical body part 70 is screwed onto a screwing contact member 60 of an anchor 20A with an abutting part, and a threaded part main body 81 of a threaded part 80 with a bolt is attached to the cylindrical body part 70. For example, the base portion 11 for fixing the installation object 2 illustrated in FIG. 9 functions as a base assembly unit that can be easily assembled in a short time.

The installation 2 illustrated in FIG. 9 includes a panel-like device main body 2a such as a solar power generation panel and a solar water heater, and a mounting base 2b for installing the device main body 2a. . The device body 2a is fixed on the gantry 2b using a fixing bracket or the like.
In FIG. 9, the installation object 2 is bolted and nut-fastened to the support frame 3 which is fastened and fixed to the bolt part 81 d of the foundation anchor 10 fixed on the concrete floor 1 (concrete floor) using a nut 83. It is fixed to the concrete anchor 10 via the support frame 3 and further fixed to the concrete floor 1 via the foundation anchor 10. The mount 2b is supported in a desired direction by being fixed to a plurality of support frames 3 fixed to the bolt portions 81d of the foundation anchor 10, respectively. The plurality of support frames 3 are supported by the concrete floor 1 in a desired direction (for example, parallel to the concrete floor upper surface 1a) using a plurality of foundation anchors 10, respectively. Therefore, the installed object fixing structure illustrated in FIG. 9 has a configuration in which the installed object 2 is fixed to the concrete floor 1 by a plurality of anchors 10 for the foundation.

The support frame 3 functions as an attachment to be attached to the bolt part 81d of the foundation anchor 10, and the attachment refers to an article to be fixed to the concrete floor 1 using the foundation anchor 10. The support frame 3 is not limited.
For example, the mount 2b of the installation object 2 may be directly fixed to the bolt part 81d. In this case, the installation 2 itself functions as an attachment. Moreover, you may attach the mount frame 2b which has not attached the apparatus main body 2a as an attachment.

  An installation 2 having a relatively large panel-like device main body 2a such as a solar power generation panel or a solar water heater is likely to receive a displacement force in a direction along the concrete floor upper surface 1a by strong wind. For this reason, as a foundation for supporting the gantry 2b of the installation object 2, an attachment (such as the support frame 3) attached to the upper part of the concrete floor 1 in a state where the displacement relative to the concrete floor 1 is regulated is provided. It is necessary to have sufficient strength (shear strength) against a load in a shearing direction (direction along the concrete floor upper surface 1a) acting from the mounting base, the installation object 2 and the like. Since the above-mentioned foundation anchor 10 can secure a high shear strength in a state of being fixed to the concrete floor 1, a relatively large panel-like device body 2a such as a solar power generation panel or a solar water heater is provided. It can use suitably for the stable support of the installation thing 2 which has.

Further, the foundation anchor 10 adjusts the screwing position of the cylindrical body part 70 with respect to the cylindrical screw part 61 of the screwing contact member 60, whereby the height direction of the screwing contact member 60 (on the concrete floor) is adjusted. It is possible to change the installation position in the direction perpendicular to the surface 1a (adjustment function).
The installation position of the waterproof base member 90 in the height direction is determined by the thickness of the heat insulating waterproof layer 4. In the foundation anchor 10, the installation position in the height direction of the cylindrical body part 70, that is, the screwing position of the cylindrical body part 70 with respect to the cylindrical screw part 61 of the screwing contact member 60 is adjusted by the adjusting function. Thus, the installation in the height direction of the screwed part 80 with the bolt part can be adjusted, whereby the accommodation range of the tapered cylindrical part 92 of the waterproof base member 90 by the cylindrical cover 82 can be adjusted. Therefore, by adjusting the installation position in the height direction of the cylindrical body part 70 by the adjustment function according to the installation position in the height direction of the waterproof base member 90 determined by the thickness of the heat insulating waterproof layer 4 (outer layer). The installation position in the height direction of the bolted screw part 80 is adjusted so that the end portion of the waterproof portion 6 of the construction portion formed on the tapered cylindrical portion 92 of the waterproof base member 90 is covered by the cylindrical cover 82. Can do. Thus, it goes without saying that the open end portion 92a of the tapered cylindrical portion 92 of the waterproof base member 90 can be reliably covered with the screwed part 80 with the bolt portion.

FIG. 8 shows a screw contact member housing recess 1c (hereinafter simply referred to as a contact hole) that is recessed from the upper surface 1a in a portion of the concrete floor 1 of the base 5 that is located at the bottom of the hole 4d for construction of the heat insulating waterproof layer 4. A base portion 63 of a screwing contact member 60 that is screwed to a male threaded portion 22 at the rear end portion of the anchoring anchor 20 fixedly fixed to the concrete floor 1. The bottom surface 63b) is housed in the contact member housing recess 1c, and the bottom surface 63b of the screw contact member 60 (the bottom surface 63b of the base 63) is brought into contact with the bottom surface 1d of the contact member housing recess 1c. A state in which the anchor 10 is assembled and fixed to the base 5 is shown. In FIG. 8, a cylindrical body part 70 having a slightly longer dimension in the central axis direction than the cylindrical body part 70 of the foundation anchor 10 illustrated in FIG. 1 or the like is used. The screw part 80 with bolt part, the structure of the waterproof base 90, and the installation position in the height direction with respect to the base 5 are not changed from those illustrated in FIG.
Also in this case, by adjusting the installation position in the height direction of the bolted screw part 80 by the adjusting function, the end portion of the construction portion waterproof layer 6 formed in the tapered cylindrical portion 92 of the waterproof base member 90 Can be covered by the cylindrical cover 82.

The foundation anchor 10 according to the present invention is configured so that the ring-shaped bottom plate portion 91 of the waterproof base member 90 extrapolated to the cylindrical body part 70 is brought into contact with the surface of the heat-insulating waterproof layer 4 (base surface). It is possible to easily form a construction portion waterproof layer 6 that covers the bottom plate portion 91 and the surface of the heat insulating waterproof layer 4 (base surface) located around the bottom plate portion 91, and the outer peripheral edge of the ring-shaped bottom plate portion 91 and the surface of the heat insulating waterproof layer 4 ( It is possible to efficiently perform the waterproofing treatment between the foundation surface 10 and the area around the construction site of the foundation anchor 10 in a short time.
The ring-shaped bottom plate portion 91 of the waterproof base member 90 is brought into contact with the surface (base surface) of the heat-insulating waterproof layer 4 around the construction hole 4d, so that the heat-insulating and waterproofing around the waterproof base member 90 and the ring-shaped bottom plate portion 91 is performed. If the construction part waterproof layer 6 extending over the surface of the layer 4 is formed, the process of closing the gap between the inner periphery of the construction hole part 4d formed in the heat insulation waterproof layer 4 and the cylindrical body part 70 is performed. Without performing separately, waterproofing around the construction site of the foundation anchor 10 can be performed efficiently and in a short time.

  If the waterproof base member 90 is externally inserted in the cylindrical body part 70 in a loosely inserted state and a slight movable range is secured around the cylindrical body part 70, the threaded part of the bolted threaded part 80. Even if a minute tilt or deflection occurs in the cylindrical body part 70 due to a shearing load applied from an attachment attached to the bolt part 81 d of the main body 81, the cylindrical body part 70 is applied to the tapered cylinder part 92 of the waterproof base member 90. Unless contact is made, there is an advantage that it is possible to avoid adverse effects (such as local breakage) on the construction portion waterproof layer 6 and to stably maintain the waterproof performance of the construction portion waterproof layer 6. Even if the cylindrical body part 70 comes into contact with the waterproof base member 90 and a displacement force is given to the waterproof base member 90, the displacement force is caused by slight deformation of the waterproof base member 90 made of hard synthetic resin. It is possible to mitigate the adverse effect on the construction portion waterproofing layer 6.

  The cylindrical body part 70 can also be used for minute tilting of the cylindrical body part 70 due to distortion of the concrete structure on which the concrete floor 1 is provided, and for the minute displacement of the tubular body part 70 and / or the heat insulating waterproof layer 4. Can be absorbed by the movable range of the waterproof base member 90 and the deformation of the waterproof base member 90, thereby avoiding or mitigating adverse effects on the waterproof portion 6 of the construction part.

Since the cushion ring 93 is a flexible member that can be easily deformed, for example, partial expansion and contraction of the waterproof layer (existing waterproof layer 4b and / or construction part waterproof layer 6) due to distortion of the concrete structure, temperature cycle, or the like. When the displacement force (displacement force in the direction along the concrete floor upper surface 1a) of the screwed part 80 with the bolt portion against the cylindrical cover 82 or the cylindrical body part 70 acts on the waterproof base member 90 due to the variation, the cushion ring 93 The displacement of the waterproof base member 90 is allowed by the deformation. With this configuration, since the concentration of local stress (tensile stress, shear stress, etc.) in the waterproof layer can be avoided or alleviated by the displacement of the waterproof base member 90, it is effective in preventing breakage of the waterproof layer and improving durability. Contribute.
Further, the waterproof base member 90 is allowed to be displaced and tilted in the vertical direction with respect to the cylindrical body part 70. Needless to say, this point also contributes effectively to avoiding or mitigating local stress concentration in the waterproof layer.

  As illustrated in FIG. 5 and the like, when the cushion ring 93 is provided at the opening end 92a of the tapered cylindrical portion 92 of the waterproof base member 90, the waterproof base member 90 is tilted with respect to the cylindrical body part 70. 93 can be tilted in the rotational direction around the open end 92a held inside. In this case, it becomes difficult for the opening end 92a to come into contact with the cylindrical body part 70 due to the tilting of the waterproof base member 90, and the movable range of the waterproof base member 90 with respect to the cylindrical body part 70 (angle range where tilting is possible) is increased. There is an advantage that it can be secured.

In addition, this invention is not limited to the above-mentioned structure, A design change is possible suitably in the range which does not deviate from the main point.
The screw contact member according to the present invention includes a female screw hole for screwing the screw contact member to the male screw portion of the anchor for fixing, and screwing the cylindrical body to the screw contact member. The outer threaded portion of the base portion is not necessarily required. The cylindrical threaded portion is not necessarily required to protrude from one surface of the base portion. For example, a configuration in which the base portion of the above-described screw contact member 60 is omitted, that is, a ring plate-like or sleeve-like member having a female screw hole and an external screw portion may be used.

  Since the foundation anchor according to the present invention is lightweight and easy to construct, it is not limited to the fixed construction on the concrete floor on the building roof. It can be applied, and even in this case, good workability can be secured.

DESCRIPTION OF SYMBOLS 1 ... Concrete base material (concrete floor), 1a ... Concrete base material surface (concrete floor upper surface), 1b ... Pilot hole, 1c ... Screw contact member storage recess, 1d ... (screw contact member storage recess) ) Bottom surface, 2... Installed object, 2 a .. device main body, 2 b .. mount, 3 .. attachment (support frame), 4 .. outer layer (heat insulating waterproof layer), 4 A .. heat insulating waterproof panel, 4 a. Waterproof layer, 4c ... heat insulating material plate, 4d ... hole for construction, 5 ... foundation (concrete base material with outer layer, concrete frame with heat insulation waterproof layer), 6 ... construction part waterproof layer,
10 ... Post-construction anchor for foundation, 11 ... Foundation part, 12 ... Filler,
DESCRIPTION OF SYMBOLS 20 ... Anchor for fixing, metal expansion anchor, 20A ... Anchor with contact member, 21 ... Fixing part (expansion part), 22 ... Male screw part, 23 ... Sleeve-shaped main body, 23a ... Inner hole, 24 ... Core rod, 25 ... Protrusion,
60 ... Screw contact member, 61 ... Cylindrical screw part, 62 ... External screw part, 63 ... Base part, 63a ... Flange part, 63b ... Bottom face, 63c ... Surface, 64 ... Female screw hole, 65 ... Recessed part,
70 ... cylindrical body part, 71 ... bottom end side open end, 71a ... internal thread part, 72 ... projecting side open end part, 72a ... internal thread part, 73 ... hollow part,
80 ... Screwed part with bolt part, 81 ... Screwed part with bolt part (screwed part main body), 81a ... Main plate part, 81b ... Screwing protrusion, 81c ... Base part for closing, 81d ... Bolt part, 81e ... External thread part, 81f ... flange part, 82 ... cylindrical cover, 82a ... cover open end, 83 ... nut,
DESCRIPTION OF SYMBOLS 90 ... Waterproof base member, 91 ... Ring-shaped bottom board part, 91a ... Bottom face, 92 ... Tapered cylinder part, 92a ... Opening end part, 92b ... Base end part, 93 ... Cushion ring.

Claims (7)

A fixing anchor having a fixing portion that is fixed by being inserted into a pilot hole drilled in a concrete base material;
A screwing contact member that is screwed into a male screw portion provided on the rear end side opposite to the fixing portion on the front end side of the fixing anchor and is brought into contact with the surface of the concrete base material;
A cylindrical body part to be screwed to an external thread portion formed on the screw contact member;
A closing base portion that closes the projecting end side opening end portion by screwing to the projecting end side opening end portion that is opposite to the bottom end side opening end portion that is screwed to the screw contact member of the cylindrical body part. A bolted part with a bolt part configured to protrude from the bolt part;
A ring that comes into contact with the surface of the ground, which is a concrete base material with an outer layer having a structure in which an outer layer including a heat insulating layer and / or a waterproof layer is provided along the surface of the concrete base material or the concrete base material. A taper-shaped tapered cylindrical portion is erected from the inner peripheral end of the plate-shaped ring-shaped bottom plate portion, and is positioned around the ring-shaped bottom plate portion and the periphery thereof in a state of being extrapolated outside the cylindrical body part. And a waterproof base member provided so that a waterproof layer covering the base surface extends from the ring-shaped bottom plate portion to the outer peripheral surface of the tapered tube portion,
By screwing the cylindrical body part onto the screwing contact member and screwing the threaded part with bolts onto the projecting end side opening end of the cylindrical body part, the screwing contact member and the cylinder A base part for supporting an attachment attached to the bolt part of the screw part with the bolt part is assembled by the cylindrical body part and the screw part with the bolt part, and the screw part with the bolt part is assembled. The opening end portion of the tip end of the tapered cylindrical portion of the waterproof base member can be accommodated inside a cylindrical cover that extends from the outer periphery of the closing base portion along the outer peripheral surface of the cylindrical body part. Post-construction anchor for foundations characterized by   The foundation post-installation anchor according to claim 1, wherein the waterproof base member is externally inserted into the cylindrical body part in a loosely inserted state while securing a movable range around the cylindrical body part.   Furthermore, it comprises a cushion ring made of a sponge-like synthetic resin foam material and fitted to the outer periphery of the tapered tube portion, and when the base portion is assembled, the tubular cover of the screwed part with the bolt portion The foundation post-construction anchor according to claim 1, wherein an outer peripheral surface of the cushion ring is brought into contact with an inner peripheral surface of the foundation.   A cushion ring made of a sponge-like synthetic resin foam material is attached to the outer periphery of the tapered cylindrical portion of the waterproof base member or the inner peripheral surface of the cylindrical cover of the screwed part with the bolt portion, and the cushion ring The post-installation anchor for foundation according to claim 1 or 2, wherein the anchor is disposed so as to be sandwiched between the cylindrical cover and the tapered cylinder portion when the foundation portion is assembled.   The post-installation anchor for foundation according to any one of claims 1 to 4, wherein the waterproof base member is an integrally molded product made of synthetic resin.   The screw contact member is a portion in which a cylindrical screw portion having the outer screw portion formed on one side of a ring plate-like base portion is projected and the base portion projects outward from the cylindrical screw portion. A metal integrally-formed product having a flange portion, and a through hole in which the inner space of the cylindrical screw portion and the inner space of the base portion are continuous with each other is formed with a thread on the inner surface thereof. The foundation post-installed anchor according to any one of claims 1 to 5, wherein the anchor is a female screw hole for screwing onto the male screw portion of the anchor.   7. The fixing anchor according to claim 1, wherein the fixing anchor is a metal expansion anchor, and a female screw hole for screwing into the male screw portion of the fixing anchor is penetrated through the screw contact member. Post-installation anchor for foundations as described in any one.

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