CN106836812A

CN106836812A - Mortar bonding auxiliary implement and mortar bonding accessory system

Info

Publication number: CN106836812A
Application number: CN201610957924.XA
Authority: CN
Inventors: 諌山修; 諌山修一
Original assignee: SHOKI CO Ltd
Current assignee: SHOKI CO Ltd
Priority date: 2015-11-17
Filing date: 2016-10-27
Publication date: 2017-06-13
Also published as: JPWO2017085955A1; TW201718994A; WO2017085955A1; JP6446533B2

Abstract

The present invention relates to a kind of mortar bonding auxiliary implement and mortar bonding accessory system, mortar will not be prevented from from the peeling of concrete structure in possible trouble with unnecessary operation or the generation of waste material part.Bonding auxiliary implement (200) be to be provided integrally with substrate (210), four hook portions (220a~220d) and multiple snap-latch piece (230) in the way of, formed by resin injection molding.Four hook portions (220a~220d) are to extend to be formed from four inner sides aperture portion (212a~212d) of substrate (210).Multiple snap-latch pieces (230) are dispersedly formed in the way of being protruded in semicircular ground from ten outsides aperture portion (213a~213j) of substrate (210).

Description

Mortar bonding auxiliary implement and mortar bonding accessory system

Technical field

It is suitable for the bonding to mortar (mortar) relative to concrete (concrete) structure the present invention relates to one kind The mortar bonding auxiliary implement for being aided in and the mortar bonding accessory system for possessing the bonding auxiliary implement.

Background technology

In the past, when concrete body is built, many spacer bolts (spacer bolt) to be utilized by toward each other Two panels template is maintained predetermined distance.Under this kind of state, it is consolidated after ready-mixed concrete is poured between this two panels template Change, then, remove this two panels template, thus build concrete body.

And, the concrete body built in this way is in the state for only removing template, therefore concrete knot The aesthetic appearance in structure body surface face is not good.Therefore, in order to improve the aesthetic appearance, it will usually pass through mortar on the surface of concrete body Coating and its be solidified to form mortar wall.

Herein, the mortar wall for being formed as described above can change with the process in age.It is accompanied by this, if the sand Slurry wall is deteriorated relative to the tacky state on concrete body surface with the process in age, then the mortar wall is easily from mixed Peel off on the surface of Xtah Crude Clay structure body.

It is directed to this, it is proposed that the mortar bonding auxiliary implement described in Japanese Patent Laid-Open 2000-45480 publications. Mortar bonding auxiliary implement is burying spigot and being formed at this and bury multiple rings (loop) shape on spigot and engage by circular cone shape Portion is integrally formed.

When auxiliary implement is bonded to be coated with mortar to frame concrete using the mortar for so being formed, by adhesive It is applied to the outer peripheral face or bottom surface for burying spigot.Then, this is buried into spigot it is embedded in and is formed at frame concrete like that as described later In taper (cone) vestige on surface.Now, this is embedded is come in the way of fastener is exposed from the surface of frame concrete Carry out.

Herein, the taper vestige is to be formed on frame concrete as follows.That is, set in two panels template Connector with outer shape corresponding with taper vestige, then, ready-mixed concrete is poured in two panels by connector In template and solidify it, thus form frame concrete.Then, template is together gone with connector when from frame concrete Except when, form frame concrete in the way of the taper vestige with shape corresponding with connector.

As described above, after mortar bonding auxiliary implement is embedded in the taper vestige of frame concrete, by pre- sand cutting Slurry applies the surface that both auxiliary implement and frame concrete are bonded all over mortar.

The stage of premixing mortar is so being coated with, the premixing mortar is in uncured state, therefore can immerse sand In the fastener of slurry bonding auxiliary implement.Thus, when premixing mortar solidifies under this kind of state, mortar bonding auxiliary implement can Anchoring (anchor) effect high is played relative to the mortar of solidification.It means that being prevented from mortar from frame concrete Peeling in possible trouble.

The content of the invention

[invention problem to be solved]

But, in order to auxiliary using the mortar bonding for constituting in the above described manner in coating of the mortar relative to frame concrete Utensil is helped, it is necessary to this unnecessary work that will be dismantled from the frame concrete of template for the connector of template as described above Industry.

And, after connector is eliminated as described above, in addition it is also necessary to change and be installed on mortar bonding auxiliary implement Operation in taper vestige, more bothers.

And, the connector dismantled as described above using after for several times will be gone out of use.Thus, the company can be produced Fitting causes the problem of environmental pollution as discarded object.

Therefore, it is an object of the present invention in order to tackle situation as described above, there is provided it is a kind of will not be with unnecessary work The generation of industry or waste material part and be prevented from mortar from the peeling of concrete body in the mortar bonding assistor of possible trouble Has and possesses the mortar bonding accessory system of the bonding auxiliary implement.

[technological means of solve problem]

When the problem is solved, mortar bonding auxiliary implement of the invention is integrally formed by synthetic resin.

The mortar is used in bonding auxiliary implement, including：

Substrate (210,310)；And multiple surface sides snap-latch piece (230,340), on the substrate with from its two sides its In the mode that protrudes of face dispersedly formed.

In this way, the mortar bonding auxiliary implement includes：Substrate；And multiple surface sides snap-latch pieces, on the substrate with The mode of a face protrusion is dispersedly formed therefrom.

Thus, when substrate by make multiple surface side snap-latch pieces be directed away from concrete bodies surface direction protrude in the way of and It is installed in the state of the concrete bodies surface, premixing mortar is bonded into auxiliary implement by the mortar and concrete is coated During body surface face, mortar bonding auxiliary implement will be embedded in premixing mortar.

Therefore, premixing mortar equally touches throughout described one of face of substrate and peripheral part, and can touch Engage securely in multiple surface side snap-latch pieces, even if therefore premixing mortar to be solidified to form be mortar wall, the mortar wall is relative In the surface of concrete bodies, it is also possible to firm by the substrate and multiple surface sides snap-latch piece with bonding auxiliary implement by the mortar Ground is kept.Therefore, even if the mortar wall is with the process in age, it is also difficult to peeled off from the surface of concrete bodies.This It is meant that the mortar bonds auxiliary implement when being embedded between concrete bodies and mortar wall, engaged by multiple surface sides Piece is sticked in the inside of mortar wall securely, and bonding of the mortar wall relative to concrete bodies is improved thus, it is possible to play well Power this excellent anchoring effect.

And, mortar bonding auxiliary implement only includes substrate and multiple surface sides snap-latch piece, therefore will not be with unnecessary Operation or waste material part generation, and can be provided with very simple and compact structure.

And, substrate, such as its literal meaning, is plate, therefore coats the premixing mortar on concrete bodies surface on its surface Concaveconvex shape will not be become because of mortar bonding auxiliary implement, so as to much the same thickness can be maintained.Thus, substrate is got over Thin, then the thickness of the premixing mortar being coated with can be thinner, hence helps to the mitigation of the coating weight of premixing mortar.

And, mortar of the present invention according to bonding auxiliary implement,

Multiple surface side snap-latch pieces are to disperse landform in the way of being protruded in bending from one of face on substrate Into.

By the way that the shape of multiple surface side snap-latch pieces so is set into bending like that, so as to premixing mortar is as described above When bonding auxiliary implement by mortar like that and coating concrete bodies surface, the premixing mortar also will be into multiple bendings Between surface side snap-latch piece and substrate, so as to can better engage with the plurality of bending surface side snap-latch piece.As a result, the mortar With bonding auxiliary implement between the plurality of bending surface side snap-latch piece and the plurality of bending surface side snap-latch piece and substrate, with sand Slurry wall engages securely such that it is able to which the mortar wall is maintained from the surface long term of concrete bodies and cannot be departed from, can be further Improve described action effect of the invention.

And, mortar of the present invention according to bonding auxiliary implement,

Substrate formed in the central portion central aperture portion (211,211a, 311,311a), and in the outer of the central aperture portion The week side of boss is dispersedly formed with multiple long-side shaped opening portions (213a~213j, 313a~313k, 313n),

Multiple surface side snap-latch pieces are that multiple snap-latch piece groups are divided into the way of corresponding to the multiple long-side shaped opening portion (230a, 230b, 340a, 340b) and be formed on described one of face of substrate,

Multiple snap-latch piece groups are to be opened across the multiple long-side shaped in the width direction with by each surface side snap-latch piece respectively Each mode for corresponding to long-side shaped opening portion in oral area, along each long side direction for corresponding to long-side shaped opening portion at spaced intervals Formed.

In this way, multiple surface sides snap-latch piece is with bending, and it is divided into the way of corresponding to multiple long-side shaped opening portions Multiple snap-latch pieces group and be formed at one of face of substrate, multiple snap-latch pieces groups respectively with by each surface side snap-latch piece along width The mode of each correspondence long-side shaped opening portion that direction is crossed in multiple long-side shaped opening portions, along each correspondence long-side shaped opening portion Long side direction is formed at spaced intervals.

Thus, when by premixing mortar as described above by the mortar bond auxiliary implement and coat concrete bodies Surface when, the premixing mortar is not only immersed between multiple bending surface sides snap-latch piece and substrate, but also immerses multiple sides long In shape opening portion.

Thus, when premixing mortar solidifies and becomes mortar wall, mortar bonding auxiliary implement is not only the plurality of curved Between curved surface side snap-latch piece and the plurality of bending surface side snap-latch piece and substrate, and in multiple long-side shaped opening portions of substrate Inside and engage with mortar wall, so as to further the mortar wall can be maintained from the surface long term of concrete bodies and cannot be taken off From.As a result, described action effect of the invention can further improve.

And, mortar of the present invention according to bonding auxiliary implement, including：

Multiple outer circumferential side snap-latch pieces (250,320), with from the peripheral part of substrate throughout its circumferential direction at spaced intervals in putting Penetrate the mode of shape extension and formed.

In this way, peripheral part of multiple outer circumferential side snap-latch pieces from substrate, prolong throughout its circumferential direction is radial at spaced intervals Stretch, thus, when the table that premixing mortar is coated concrete bodies by mortar bonding auxiliary implement as described above During face, the mortar is engaged also by multiple outer circumferential side snap-latch pieces with bonding auxiliary implement with premixing mortar.

Therefore, when premixing mortar solidifies and becomes mortar wall, mortar bonding auxiliary implement is also by multiple peripheries Side snap-latch piece, is sticked in mortar wall securely inside it.

As a result, the mortar can utilize the multiple snap-latch pieces protruded from substrate to support mortar wall with bonding auxiliary implement In the surface of concrete bodies.As a result, described action effect of the invention can be reached better.

And, mortar of the present invention according to bonding auxiliary implement,

Multiple outer circumferential side snap-latch pieces are formed by bottom (321,323) and kink (322) respectively, the bottom (321, 323) be to be extended radially at spaced intervals throughout its circumferential direction from the peripheral part of substrate, the kink (322) be with from The bottom extended end portion bending mode and extend.

By so constituting multiple outer circumferential side snap-latch pieces, so that the plurality of outer circumferential side snap-latch piece can be utilized respectively bottom And kink engages with mortar wall better.As a result, mortar bonding auxiliary implement can further strengthen mortar wall Relative to the bonding force (anchoring effect) of concrete bodies.

Multiple hook portions (220a~220d, 330a~330d), on substrate, from one of face, engage in multiple Piece group inner side, the interval around the central aperture portion and formed,

The multiple hook portion is included respectively：Rise part (221,331), with the side erect from described one of face of substrate Formula and extend；And kink (222,332), extend in the way of the central side from the rise part towards substrate bends.

In this way, by forming multiple hook portions on substrate, so that the plurality of hook portion is surrounding annular plate by each rise part Under state, overcome elastic force and annular plate is held between substrate using each kink, and substrate hole portion passes through at its center Annular plate is simultaneously fixed in concrete bodies by screw, if it does, then mortar bonding auxiliary implement can using annular plate and Screw is firmly assembled to concrete bodies.

Thus, annular plate plays a part of the intensity that auxiliary improves the central aperture portion of substrate, as a result, using viscous by the mortar The mortar wall that conjunction auxiliary implement brings can further improve relative to the anchoring effect of concrete bodies.

Herein, in addition to multiple hook portions of the structure, by possess with from the peripheral part of substrate throughout its circumferential direction The mode for extending radially at spaced intervals and the multiple outer circumferential side snap-latch pieces for being formed, so that mortar bonding auxiliary implement Anchoring effect can further improve.

And, mortar of the invention bonding accessory system,

For the surface to being formed in concrete bodies (10a) mortar wall (M) carried out with the bonding of the concrete bodies it is auxiliary Help.

In the mortar uses bonding accessory system, including：

Multiple 1st bonds auxiliary implement (100), with connector (110), multiple surface sides snap-latch piece (120), thin-walled ring Shape links the mode of wall (130) and heavy wall circumferential support wall (140) and is integrally formed by synthetic resin, the multiple surface side card Closing piece (120) is dispersedly formed in the way of being protruded from its surface on the connector, and the thin-walled annular links wall (130) be to surround the multiple surface side snap-latch piece in the way of and extend from the peripheral part on connector surface, the heavy wall ring-type Supporting walls (140) are extended towards with the link wall identical direction from the extended end portion of the link wall；And

Multiple 2 bond auxiliary implement (200,300), with substrate (210,310) and multiple surface sides snap-latch piece (220, 340) mode and be integrally formed by synthetic resin, the substrate (210,310) is formed with central aperture portion (211,311), institute It is on the substrate in the way of being protruded from one of face on its two sides and in institute to state multiple surface side snap-latch pieces (220,340) State and dispersedly formed around central aperture portion,

Multiple 1 bond auxiliary implements with each heavy wall circumferential support wall and two templates (F) for setting towards each other its In the opposite mode of a template (F), and be linked to from one of template side and dispersedly prolong towards another template side The many spacer bolts (150) stretched, and deform towards each corresponding connector side while making each corresponding thin-walled annular link wall, While each heavy wall circumferential support wall is pressed by one of template, thus, in each heavy wall circumferential support wall, to surround The mode of multiple surface side snap-latch pieces, is seated at the face side peripheral part from each corresponding connector towards foreign side towards radial direction The collar flange (115) of extension,

Multiple 2nd bonding auxiliary implements are by by many spacer bolts and multiple 1st bonding auxiliary in concrete bodies After being solidified to form of utensil and the ready-mixed concrete poured between two templates, bonded with the multiple 1st after two templates are removed At the different position of auxiliary implement, dispersion is disposed in the surface of concrete bodies, and respectively in the central aperture portion by each screw And the surface of concrete bodies is fixed in,

Mortar wall be by by it is each it is multiple 1 bonding auxiliary implements and the 2nd bonding auxiliary implement and in concrete bodies Surface is coated with premixing mortar with the thickness for specifying and is solidified to form it.

Possess the multiple 1st for so constituting like that and bond auxiliary implement and multiple 2nd bonding auxiliary implements, and the multiple 1st Bonding auxiliary implement is with each heavy wall circumferential support wall side opposite with one of template of two templates for setting towards each other Formula, and many spacer bolts dispersedly extended towards another template side from one of template side are linked to, and on one side Make each corresponding thin-walled annular link wall to deform towards each corresponding connector side, while pressing each by one of template Heavy wall circumferential support wall, thus, in each heavy wall circumferential support wall, to surround multiple surface side snap-latch pieces in the way of, be seated at from each The collar flange that the face side peripheral part of corresponding connector extends towards foreign side towards radial direction.

Thus, multiple 1 bond auxiliary implements each in, heavy wall circumferential support wall and collar flange and one of them Template together constitutes with confined space, and multiple surface side snap-latch pieces are enclosed in the confined space, therefore like that will even if described above Ready-mixed concrete is poured between two templates, and multiple surface side snap-latch pieces are also isolated with the ready-mixed concrete.Thus, the premixing coagulation Soil will not reach multiple surface side snap-latch pieces.

And, heavy wall circumferential support wall is different from thin-walled annular and links wall, will not be produced because of the pressing of one of template Change shape, therefore multiple surface sides snap-latch piece can well maintain its original shape in the confined space.

Thus, as described above, coating concrete bodies by the way that premixing mortar is bonded into auxiliary implement by the multiple 1st Surface, so that the premixing mortar can well be sticked in multiple surface side snap-latch pieces of each 1st bonding auxiliary implement.It means that Multiple surface side snap-latch pieces of each 1st bonding auxiliary implement can securely be sticked in the sand formed after premixing mortar solidification inside it Slurry wall.As a result, the multiple 1st bonds auxiliary implement using each multiple surface side snap-latch pieces, to aid in mortar wall relative well In the bonding of concrete bodies, so as to mortar wall can well be improved relative to the bonding force of concrete bodies, i.e. anchoring effect.

And, multiple 1 bond auxiliary implements after two templates are removed as described above, still using each connector come Corresponding each spacer bolt is linked to without dismantling, so as to may continue to be maintained, therefore it is more that this need not be repeated Dismounting operation or the new installation exercise of individual 1st bonding auxiliary implement, therefore workability can be improved certainly, moreover it is possible to prevent because of multiple The discarded problem of environmental pollution for causing of the 1st bonding auxiliary implement results from possible trouble.

And, as described above, concrete bodies are solidified to form by pour the ready-mixed concrete between two templates, After two templates are removed, the multiple 2nd bonds auxiliary implement is disposed in and multiple 1st bonding auxiliary in the Dispersion on surface of concrete bodies The different position of utensil, and the surface of concrete bodies is fixed in by each screw in central aperture portion respectively.

Thus, the plurality of 2nd bonding auxiliary implement is assembled to the surface of concrete bodies by each screw securely.Herein Under the state of kind, by the way that premixing mortar to be coated the surface of concrete bodies as described above, so as to be aided in multiple 1st bondings Each multiple surface side snap-latch pieces of utensil are same, and it is respective that the premixing mortar can securely be sticked in multiple 2nd bonding auxiliary implements Multiple surface side snap-latch pieces.

It is accompanied by this, it is mortar wall that premixing mortar is solidified to form, thus, multiple 2nd bonding auxiliary implements are respective more Individual surface side snap-latch piece can be internal same with multiple 1st bonding respective multiple surface side snap-latch pieces of auxiliary implement at it, blocks securely Together in mortar wall.As a result, multiple 2nd bonding auxiliary implements can utilize its each multiple surface side snap-latch piece, it is auxiliary with multiple 1st bondings Help utensil similarly, mortar wall is aided in well relative to the bonding of concrete bodies, so that it is relative well to improve mortar wall Bonding force, i.e. anchoring effect in concrete bodies.

Herein, the multiple 1st surface protrusion of the only multiple surface side snap-latch pieces of auxiliary implement difference from concrete bodies is bonded, it is multiple The 2nd respective substrate of bonding auxiliary implement is tabular, therefore the coating thickness of premixing mortar certainly can be throughout the table of concrete bodies Face and be maintained much the same, and can be thin as much as possible, hence help to mitigate the coating weight of premixing mortar.

As described above, multiple 1 bond auxiliary implements and the multiple 2nd bond auxiliary implement concrete bodies and mortar wall it Between dispersedly bury, thus it is each 1st bonding auxiliary implement and it is each 2nd bonding auxiliary implement using each multiple surface side snap-latch pieces Anchoring effect of the mortar wall relative to concrete bodies is improved to cooperate with.It means that bonding auxiliary implements and the based on multiple 1 The bonding auxiliary of the collaboration of 2 bonding auxiliary implements, mortar wall will not be peeled off from concrete bodies, and can well remain relative for a long time In the bonding on concrete bodies surface.

And, mortar of the present invention according to bonding accessory system,

Many spacer bolts be disperse from one of rectangular profile shape in template side and towards it is described another Template side extends,

Multiple 1 bond auxiliary implements disperses many spacer bolts for extending and structure with being linked to the rectangular profile shape Auxiliary implement group is bonded into the multiple 1st,

Multiple 2 bond auxiliary implements be after two templates are removed by the multiple 1st bond that auxiliary implements group formed it is each The center of rectangular shape profile (RL), is disposed in the surface of concrete bodies.

In this way, multiple 1st bonding auxiliary implements bond auxiliary implement group, and the bonding auxiliary of multiple the 2nd with being set to the multiple 1st Utensil is each disposed in the center of the multiple 1st each rectangular shape profile for bonding auxiliary implement group, thus, each rectangular shape wheel In exterior feature, be disposed in the rectangular shape profile four the 1st of four corners portion bonding auxiliary implements can be disposed in the rectangle shape One the 2nd bonding auxiliary implement in shape profile center together plays mortar wall the good bonding auxiliary force of balance.As a result, Mortar wall throughout its overall and balance well, and based on each multiple 1 bonding auxiliary implements for arranging as described above And the 2nd bonding auxiliary implement bonding auxiliary, and can well maintain the bonding relative to concrete bodies surface for a long time.

And, the mortar according to of the invention bonding accessory system, for multiple 1st bonding auxiliary implement groups Speech, respectively in each 1st bonding auxiliary implement, in the way of extending in heavy wall circumferential support wall, and in the heavy wall ring-type Multiple wire pieces (143) are integrally formed with the inner face of supporting walls.

Thus, each 1st bonding auxiliary implement is not only by multiple surface sides snap-latch pieces, and by multiple wire pieces come with advance Sand cutting slurry engaging, therefore can further strengthen anchoring effect of the mortar wall relative to concrete bodies.It means that by the multiple 1st The bonding auxiliary force relative to mortar wall that bonding auxiliary implement and multiple 2nd bonding both auxiliary implements bring can be further Improve.

And, mortar of the present invention according to bonding accessory system,

In the multiple 1st each 1st bonding auxiliary implement for bonding auxiliary implement group, connector is along it in its outer peripheral face Axially be formed as vertical section concaveconvex shape.

Accordingly, each 1st auxiliary implement is bonded using the outer peripheral face of the vertical section concaveconvex shape of the connector in concrete The inside of body engages, therefore each 1st bonding auxiliary implement will not come off in concrete bodies and can be maintained well.Its As a result, each 1st bonding auxiliary implement can be maintained well relative to the anchoring effect of mortar wall.

And, mortar of the present invention according to bonding accessory system,

In the multiple 1 each 1st bonding auxiliary implements for bonding auxiliary implements group, the heavy wall circumferential support wall have with Highly identical or more the height of multiple surface side fasteners.

In this way, in each of multiple 1st bonding auxiliary implements, heavy wall circumferential support wall has and multiple surface side fasteners Highly identical or more height, even if therefore the heavy wall circumferential support wall is seated at the ring-type of connector as described above Flange, multiple surface side snap-latch pieces of the 1st bonding auxiliary implement also with one of template contacts, and can will not well remain former Shape.Therefore, when premixing mortar is coated with as described above, the premixing mortar can be with multiple faces of the 1st bonding auxiliary implement Side snap-latch piece engages well.As a result, further can ensure well by each 1st bonding auxiliary implement bring relative to sand The anchoring effect of wall is starched, described action effect of the invention can further improve.

And, mortar of the present invention according to bonding accessory system,

In the multiple 1st each 1st bonding auxiliary implement for bonding auxiliary implement group, collar flange is with the heavy wall ring The outer peripheral face of shape supporting walls extends to the mode of foreign side and is formed.

Thus, when each 1st bonding auxiliary implement is assembled into the inside of concrete bodies, each 1st bonding auxiliary implement Can by collar flange is with the engaging of concrete bodies and being maintained to come off.As a result, described action effect of the invention Can further improve.

And, mortar of the present invention according to bonding accessory system,

In the multiple 1st each 1st bonding auxiliary implement for bonding auxiliary implement group, multiple surface side snap-latch pieces are respectively formed as Bending, wire or hook-shaped.

Even if in this way, multiple surface side snap-latch pieces of each 1st bonding auxiliary implement are respectively formed as bending, wire or hook Shape, also may achieve and described of the invention same action effect.

And, mortar of the present invention according to bonding accessory system,

Multiple 2nd bonds auxiliary implement is consolidated by each screw in the central aperture portion of substrate through each annular plate respectively It is connected to the surface of concrete bodies.

In this way, it is each 2nd bonding auxiliary implement substrate at its center hole portion by screw through annular plate and be fixed in mixed The surface of the soil body is coagulated, thus each 2nd bonding auxiliary implement can well be assembled to the surface of concrete bodies.As a result, described Action effect of the invention can further improve.

And, mortar of the present invention according to bonding accessory system,

In each of multiple 2nd bonding auxiliary implements, possess multiple hook portions (220a~220d, 330a~330d), institute It is on substrate, from one of face, multiple snap-latch pieces group's to state multiple hook portions (220a~220d, 330a~330d) Inner side, forms at spaced intervals around the central aperture portion,

The multiple hook portion is included respectively：Rise part (221,331), with the side erect from described one of face of substrate Formula and extend；And kink (222,332), extend in the way of the central side from the rise part towards substrate bends, And surrounded in the state of annular plate by each rise part, be held on by each kink with described in substrate wherein Between one face.

In this way, in each 2nd bonding auxiliary implement, the multiple hook portions for constituting in the above described manner are by each rise part surround ring In the state of shape plate, it is held on and one of face of substrate between by each kink, as long as therefore screw is passed through into ring The central aperture portion of shape plate and substrate and be fixed in concrete bodies, just can by each 2nd bonding auxiliary implement be assembled to coagulation securely The soil body.As a result, described action effect of the invention can further improve.

Mortar of the present invention according to bonding accessory system,

Including multiple annular components (WS1), the multiple annular component (WS1) is with annular plate (260a) and multiple The mode of inner side wire piece (260c) and be integrally formed by synthetic resin, the multiple inner side wire piece (260c) is from the ring The periphery of its Inner peripheral portions in shape plate extends towards the face side of annular plate at spaced intervals along the periphery,

Multiple 2nd bonds auxiliary implement respectively in the central aperture portion of substrate, by each screw and by each ring-type structure The annular plate of part and be fixed in the surface of concrete bodies.

Accordingly, annular component with the integrative-structure of the annular plate that is constituted as described above and multiple inner side wire pieces by Synthetic resin is formed.

It is accompanied by this, multiple 2 bond auxiliary implements respectively in the central aperture portion of substrate, by each screw and passes through The annular plate of each annular component and be fixed in the surface of concrete bodies, thus the multiple 2nd bond auxiliary implements and can assemble well To the surface of concrete bodies.As a result, even with the resin-made of the integrative-structure comprising annular plate and multiple inner side wire pieces Annular component, described action effect of the invention also can further improve.

And, mortar of the present invention according to bonding accessory system,

Including multiple annular components (WS1), the multiple annular component (WS1) is with annular plate (260a) and multiple The mode in outside wire piece (260d) and be integrally formed by synthetic resin, the multiple outside wire piece (260d) is from the ring The periphery edge of shape plate extends towards the face side of annular plate at spaced intervals along the periphery edge,

Accordingly, annular component with the integrative-structure of the annular plate that is constituted as described above and multiple outside wire pieces by Synthetic resin is formed.

It is accompanied by this, multiple 2 bond auxiliary implements respectively in the central aperture portion of substrate, by each screw and passes through The annular plate of each annular component and be fixed in the surface of concrete bodies, thus the multiple 2nd bond auxiliary implements and can assemble well To the surface of concrete bodies.As a result, even with the resin-made of the integrative-structure comprising annular plate and multiple outside wire pieces Annular component, described action effect of the invention also can further improve.

Herein, even if the multiple 2nd bonds auxiliary implement positioned at each rectangle formed by multiple 1st bonding auxiliary implement groups The center of shape contour, described action effect of the invention also can further improve.

And, mortar of the present invention according to bonding accessory system,

Multiple annular components are each to be also provided integrally with the outside of multiple in the way of wire piece (260d) and by synthetic resin Formed, the multiple outside wire piece (260d) be from the periphery edge of annular plate along the periphery edge interval Ground extends towards the face side of annular plate.

Accordingly, annular plate, multiple inner side wire pieces and the multiple outsides by annular component to be constituted as described above The integrative-structure of wire piece and formed by synthetic resin, also may achieve described action effect of the invention.

And, mortar of the present invention according to bonding accessory system,

Multiple annular components are each provided with annular projection (260b), and the annular projection (260b) is with from annular plate Peripheral part is integrally formed in the mode for coaxially extending towards its rear side by synthetic resin,

Multiple annular components respectively by by annular projection in the way of being coaxially embedded in the corresponding central aperture portion of substrate, The corresponding central aperture portion of substrate is placed in from face side with annular plate,

Multiple 2nd bonds auxiliary implement each with the corresponding ring-type in making its head be seated at multiple annular components on screw The mode of the annular projection of component, coagulation is fixed in by screw with its post portion through the annular projection of the correspondence annular component The surface of the soil body, is assembled to the concrete bodies therefrom.

In this way, multiple annular components are also integrally provided with annular projection respectively, thus by by the annular projection be embedded in The corresponding central aperture portion of substrate, so as to support of the annular plate relative to substrate can be carried out effectively.As a result, the multiple 2nd bonds Auxiliary implement is each assembled securely relative to substrate, and thus, described action effect of the invention can further improve.

And, mortar of the present invention according to bonding accessory system,

In each of multiple 2nd bonding auxiliary implements, substrate is dispersedly formed with the outer circumferential side of the central aperture portion Multiple long-side shaped opening portions (213a~213j, 313a~313k, 313n),

Multiple surface side snap-latch pieces are divided into multiple snap-latch piece groups in mode corresponding with the multiple long-side shaped opening portion, And bending is respectively formed as on described one of face of substrate,

Multiple snap-latch piece groups are to cross over the multiple long-side shaped opening in the width direction with by its each surface side snap-latch piece respectively The mode of each correspondence long-side shaped opening portion in portion and be formed as bending, and along the side long of each correspondence long-side shaped opening portion Direction is formed at spaced intervals.

In this way, multiple surface side snap-latch pieces are divided into multiple snap-latch piece groups, the plurality of card as multiple bending snap-latch pieces Close piece group and be formed at each correspondence long-side shaped opening portion as described above, thus, auxiliary is bonded when premixing mortar is passed through into each 2nd Utensil and when being applied to the surface of concrete bodies, the premixing mortar is sticked in multiple engagings of each 2nd bonding auxiliary implement certainly Piece group, but also entered in corresponding long-side shaped opening portion by the plurality of snap-latch piece group.Thus, aided in by each 2nd bonding The auxiliary bonding force relative to mortar wall that utensil brings is further strengthened, and thus, the action effect of described invention can Further improve.

And, mortar of the present invention according to bonding accessory system,

In each of multiple 2nd bonding auxiliary implements, possess multiple outer circumferential side snap-latch pieces (320), the multiple periphery Side snap-latch piece (320) be by from the peripheral part of substrate throughout its circumferential direction extend radially at spaced intervals in the way of and shape Into.

In this way, multiple outer circumferential side snap-latch pieces are extended radially at spaced intervals from the peripheral part of substrate throughout circumferential direction, Thus, when the surface that premixing mortar is coated concrete bodies by mortar bonding auxiliary implement as described above When, the mortar is engaged also by multiple outer circumferential side snap-latch pieces with bonding auxiliary implement with premixing mortar.

Therefore, when premixing mortar solidifies and becomes mortar wall, mortar bonding auxiliary implement is also by multiple peripheries Side snap-latch piece, is sticked in mortar wall securely inside it.As a result, mortar bonding auxiliary implement is using prominent from substrate Mortar wall is supported in the multiple snap-latch pieces for going out the surface of concrete bodies.As a result, described action effect of the invention can Reach better.

And, mortar of the present invention according to bonding accessory system,

Multiple 2 bond auxiliary implements each in, multiple outer circumferential side snap-latch pieces respectively by bottom (321,323) with it is curved Folding part (322) is formed, and the bottom (321,323) is at spaced intervals in radiation from the peripheral part of substrate throughout its circumferential direction Shape extends, and the kink (322) is extended in the way of being bent from the extended end portion of the bottom.

In this way, by constituting multiple outer circumferential side snap-latch pieces, thus the plurality of outer circumferential side snap-latch piece can be utilized respectively bottom and Kink to engage with mortar wall better.As a result, mortar bonding auxiliary implement can further strengthen mortar wall phase For the bonding force of concrete bodies.

In addition, the label in the bracket of each part represents right with the specific part described in implementation method described later Should be related to.

Brief description of the drawings

Fig. 1 is to represent for the 1st implementation method of mortar of the invention bonding accessory system to be applied to showing for concrete wall The schematic front elevation view of example.

Fig. 2 is that the 1st bonding auxiliary implement for representing Fig. 1 is embedded in the part of the state between concrete wall and mortar wall Fracture section figure.

Fig. 3 is that the 2nd bonding auxiliary implement for representing Fig. 1 is embedded in the part of the state between concrete wall and mortar wall Fracture section figure.

Fig. 4 be represent in the 1st implementation method it is embedded before the 1st bonding auxiliary implement side view.

Fig. 5 is the plan of the 1st bonding auxiliary implement for representing Fig. 4.

Fig. 6 is the profilograph of the 1st bonding auxiliary implement for representing Fig. 4.

Fig. 7 is the semi-section back view of the 1st bonding auxiliary implement that Fig. 4 is observed from the back side.

Fig. 8 is the stereogram of the 2nd bonding auxiliary implement that the 1st implementation method is observed from its face side.

Fig. 9 is the stereogram of the 2nd bonding auxiliary implement that the 1st implementation method is observed from its rear side.

Figure 10 is the plan of the 2nd bonding auxiliary implement that Fig. 8 is observed from its face side.

Figure 11 is the back view of the 2nd bonding auxiliary implement that Fig. 8 is observed from rear side.

Figure 12 is the profile along the 12-12 lines in Figure 10.

Figure 13 is the profile along the 13-13 lines in Figure 10.

Figure 14 is the process chart for representing the operation that mortar wall is formed in the 1st implementation method.

Figure 15 is the affixed dies plate tap bolt in the affixed operation of the dies plate tap bolt of Figure 14, and is poured The profilograph that the process of concrete is illustrated.

Figure 16 be represent Figure 14 template dismounting operation in, pour in fig .15 it is concrete curing after, template is tight The 1st bonding auxiliary implement and the profilograph of concrete wall of the state that fixing bolt and template are dismantled.

Figure 17 is in the 2nd bonding auxiliary implement assembling procedure of Figure 14, the 2nd bonding auxiliary implement being assembled to The profilograph that the process of concrete wall is illustrated.

Figure 18 is the profilograph of the pad for representing Figure 17.

Figure 19 is to observe the during mortar of the invention bonds the 2nd implementation method of accessory system the 1st from its face side to glue Close the plan of auxiliary implement.

Figure 20 is the profilograph of the 1st bonding auxiliary implement of Figure 19.

Figure 21 is the partial enlargement profilograph of Figure 20.

Figure 22 is the partial vertical sectional of the major part of the 3rd implementation method for representing mortar bonding accessory system of the invention Face figure.

Figure 23 is the partial longitudinal section of the variation for representing the 3rd implementation method.

Figure 24 is the partial longitudinal section of another variation for representing the 3rd implementation method.

Figure 25 is the partial longitudinal section of the another variation for representing the 3rd implementation method.

Figure 26 is the partial longitudinal section of the another variation for representing the 3rd implementation method.

Figure 27 is the plan of the major part of the 4th implementation method for representing mortar bonding accessory system of the invention.

Figure 28 is the vertical section of the major part of the 5th implementation method for representing mortar bonding accessory system of the invention Figure.

Figure 29 is the stereogram of the 2nd bonding auxiliary implement that the 5th implementation method is observed from its face side.

Figure 30 is the stereogram of the 2nd bonding auxiliary implement that the 5th implementation method is observed from its rear side.

Figure 31 is the plan of the 2nd bonding auxiliary implement that the 5th implementation method is observed from its face side.

Figure 32 is the back view of the 2nd bonding auxiliary implement that the 5th implementation method is observed from its rear side.

Figure 33 is the profile along the 33-33 lines in Figure 31.

Figure 34 is the profile along the 34-34 lines in Figure 31.

Figure 35 be in the 5th implementation method, to the 2nd bonding auxiliary implement assembling procedure of Figure 14 in by the 2 bonding auxiliary implements are assembled to the profilograph that the process of concrete wall is illustrated.

Figure 36 is the vertical section of the major part of the 6th implementation method for representing mortar bonding accessory system of the invention Figure.

Figure 37 is the stereogram of the 2nd bonding auxiliary implement that the 6th implementation method is observed from its face side.

Figure 38 is the plan of the 2nd bonding auxiliary implement that the 6th implementation method is observed from its face side.

Figure 39 is the back view of the 2nd bonding auxiliary implement that the 6th implementation method is observed from its rear side.

Figure 40 is the profile along the 40-40 lines in Figure 38.

Figure 41 is the profile along the 41-41 lines in Figure 38.

Figure 42 is the amplification stereogram of the annular component for representing Figure 36.

Figure 43 is the amplification view of the annular component for representing Figure 36.

Figure 44 is the amplification back view of the annular component for representing Figure 36.

Figure 45 is the profile along the 45-45 lines in Figure 43.

Figure 46 be in the 6th implementation method, to the 2nd bonding auxiliary implement assembling procedure of Figure 14 in by the 2 bonding auxiliary implements are assembled to the profilograph that the process of concrete wall is illustrated.

Figure 47 is the vertical section of the major part of the 7th implementation method for representing mortar bonding accessory system of the invention Figure.

Figure 48 is the plan of the 2nd bonding auxiliary implement that the 7th implementation method is observed from its face side.

Figure 49 is the profile along the 49-49 lines in Figure 48.

Figure 50 is the profile along the 50-50 lines in Figure 48.

Figure 51 be in the 7th implementation method, to the 2nd bonding auxiliary implement assembling procedure of Figure 14 in by the 2 bonding auxiliary implements are assembled to the profilograph that the process of concrete wall is illustrated.

The explanation of drawing reference numeral：

10：Concrete body；

10a：Concrete wall (concrete bodies)；

11：Surface；

12：House hole portion；

100、200、200A、300、300A：Bonding auxiliary implement；

110：Connector；

110a：Large-diameter portion；

110b：Minor diameter part；

111：Box thread hole portion；

111a：Face side female spiral hole part；

111b：Rear side female spiral hole part；

112：Ring-type groove portion；

113：Hexagonal (hexagon)nut portion；

114：Circular arc face；

114a、114b：Bending face；

115：Collar flange；

115a：Continuing surface；

116：Perisporium；

116a：Rib；

120、230、320、340：Snap-latch piece；

120a：Left and right sides snap-latch piece group；

120b：Upper and lower both sides snap-latch piece group；

121、122、123、124、125、143：Wire piece；

130：Ring-type links wall；

131：Through-hole section；

140、140a：Circumferential support wall；

141、142：Surrounding wall portion；

141a：Ring-type order difference part；

150：Spacer bolt；

160：Dies plate tap bolt；

160a：Template tightening part；

160b：Press strip；

160c：Nut；

210、310：Substrate；

211、211a、311、311a：Central aperture portion；

212a~212d, 312a~312d：Inner side aperture portion；

213a~213j, 313a~313k, 313n：Long-side shaped opening portion (outside aperture portion)；

220a~220d, 330a~330d：Hook portion；

221、331：Rise part；

222、332：Kink；

230a、230b、340a、340b：Snap-latch piece group；

250：Outer circumferential side snap-latch piece；

251、323：Wrist；

252、321、322：Foot；

260a：Annular plate；

260b：Annular projection；

260c：Inner side wire piece；

260d：Outside wire piece；

D：Length；

D1、G、Ro、V1：External diameter；

D2、Ri、U、U1、U2、V：Internal diameter；

E、H、H1：Highly；

F：Template；

F1：Through-hole section, thickness；

F2：Axial length；

M：Mortar wall；

MS：Bonding accessory system；

P、P1：Central annular position；

RL：Rectangular shape profile；

S1~S10：Operation；

SC、SC1：Concrete screw；

T、T1、T2、Z：Thickness；

W、W1：Interval；

WS：Pad；

WS1：Annular component；

X、X1：Left and right directions center line；

Y、Y1：Above-below direction center line.

Specific embodiment

Hereinafter, the embodiments of the present invention are illustrated by accompanying drawing.

(the 1st implementation method)

Fig. 1 is represented and for the 1st implementation method of mortar of the invention bonding accessory system to be applied to concrete body 10 Example.Concrete body 10 is, for example, in armored concrete fabrication, to be made up of multiple concrete walls.

Mortar bonding accessory system (also referred to as bonding accessory system MS below) plays following effects, i.e. to mixed Each mortar wall formed on each surface of multiple concrete walls of Xtah Crude Clay structure body 10 is glued into relative to correspondence concrete wall Row auxiliary.

Hereinafter, in the 1st implementation method, for by the bonding accessory system MS suitable for the multiple concrete wall Fig. 1 shown in the example of mortar wall M that is formed of surface 11 of concrete wall 10a illustrate.

In 1st implementation method, mortar wall M is formed by following manner, i.e. premixing mortar is aided in by bonding System MS solidifies it after the surface 11 of concrete wall 10a is applied to the thickness for specifying.In addition, concrete wall 10a is for example Refer to of the longitudinal wall of concrete body 10.

Bonding accessory system MS possesses multiple mortar bonding auxiliary implements 100 and (four bonding auxiliary is only shown in Fig. 1 Utensil 100) and multiple mortar bonding auxiliary implements 200 (single mortar bonding auxiliary implement 200 is only shown in Fig. 1).Should In 1st implementation method, below, mortar bonding auxiliary implement 100 and mortar bonding auxiliary implement 200 are also referred to as the 1st The bonding bonding auxiliary implement 200 of auxiliary implement 100 and the 2nd.

Multiple 1st bonds auxiliary implement 100 respectively as being illustrated in Fig. 2, and the multiple for being housed in concrete wall 10a is received Hold in hole portion 12 (aftermentioned), and be embedded between mortar wall M and concrete wall 10a.In addition, multiple house hole portion 12 respectively such as Illustrated in Fig. 2 it is such, be on concrete wall 10a by from its side of surface 11 house the 1st bond auxiliary implement 100 in the way of and shape As concavity.

Multiple 2nd bonding auxiliary implements 200 as being illustrated in Fig. 3, are embedded in mortar wall M and concrete wall 10a respectively Between.

In 1st implementation method, Fig. 2 represents that the 1st bonding after being embedded between mortar wall M and concrete wall 10a is auxiliary Help utensil 100 (auxiliary implement 100 is bonded after also referred to as burying below).And, Fig. 4 and Fig. 6 is represented and is embedded in mortar wall M and mixes The 1st bonding auxiliary implement 100 (bonding auxiliary implement 100 before also referred to as burying below) before between solidifying soil wall 10a.

In addition, from unlike embedded preceding bonding auxiliary implement 100, auxiliary implement 100 is bonded after burying in ring-type branch The state that support wall 140 is pressed into by pressing by the collar flange 115 (aftermentioned) towards connector 110, but in other structures, with Bonding auxiliary implement 100 is same before embedded.On the other hand, bonding auxiliary implement 200 has same structure before and after embedded.

Multiple 1st bonds auxiliary implement 100 respectively as auxiliary implement 100 is bonded after burying, auxiliary with every four the 1st bondings Help utensil 100 that each corner of rectangular shape profile RL (aftermentioned) is located at as being illustrated in Fig. 1 on the surface 11 of concrete wall 10a The mode in portion and arrange.It means that in multiple 1st bonding auxiliary implements 100, every four the 1st bonding auxiliary implements 100 are mixed Arranged on the surface 11 of solidifying soil wall 10a (reference picture 1) in a rectangular shape.

In 1st implementation method, if lift four the 1st bonding auxiliary implements 100 arranged as Fig. 1 is illustrated being Example, then be linked to be rectangular shape, so as to constitute rectangular shape profile by by each center of this four the 1st bonding auxiliary implements 100 RL.In other words, rectangular shape profile RL is by arranging in a rectangular shape every four the 1st on the surface 11 of concrete wall 10a Bonding auxiliary implement 100 is constituted.

On the other hand, the multiple 2nd auxiliary implement 200 is bonded on the surface 11 of concrete wall 10a, glued relative to the multiple 1st Close auxiliary implement 100 and be disposed in position as described below.

That is, during the multiple 2nd bonds auxiliary implements 200, each the 2nd bonding auxiliary implement 200 as illustration in Fig. 1 The center (center on the diagonal of rectangular shape profile RL) of each corresponding rectangular shape profile RL, is disposed in concrete wall The surface 11 of 10a.

It means that in multiple 2nd bonding auxiliary implements 200, positioned at four rectangular shape wheels for having corner portion Every four the 2nd bondings auxiliary implement 200 at the respective center of wide RL (being also referred to as the 1st rectangular shape profile RL below), in coagulation The surface 11 of native wall 10a arranges in a rectangular shape, composition rectangular shape profile (also referred to as the 2nd rectangular shape profile below).Separately Outward, the 2nd rectangular shape profile has the shape with the 1st rectangular shape profile RL congruences.

In 1st implementation method, each 1st rectangular shape profile RL's being made up of four the 1st bonding auxiliary implements 100 is each The length on side is for example set as D=60 (cm) (reference picture 1).It means that the 1st rectangular shape profile RL and the 2nd rectangular shape Profile is square shape.

Thus, in multiple 1st bonding auxiliary implements 100, every four the 1st bondings for constituting the 1st rectangular shape profile RL are auxiliary Utensil 100 is helped to play following effects, i.e.,：Play well by the 1st mortar wall M that brings of bonding auxiliary implement 100 relative to mixed The bonding auxiliary force of solidifying soil wall 10a.And, in multiple 2nd bonding auxiliary implements 200, constitute the 2nd rectangular shape profile Every four the 2nd bondings auxiliary implement 200 plays following effects, i.e. play what is brought by the 2nd bonding auxiliary implement 200 well Bonding auxiliary forces of the mortar wall M relative to concrete wall 10a.

And then, by positioned at four the 1st of four corners portion of the 1st rectangular shape profile RL bonding auxiliary implements 100 and Positioned at the 1st rectangular shape profile RL center the 2nd bonds auxiliary implement 200, and is only brought by the 1st bonding auxiliary implement 100 The situation for bonding auxiliary force is compared, and plays the work of further reinforcing bonding auxiliary forces of the mortar wall M relative to concrete wall 10a With.

Next, being described in detail to the structure of the plurality of 1st bonding auxiliary implement 100.The plurality of 1st bonding auxiliary Utensil 100 is formed with being respectively provided with mutually isostructural mode.

Therefore, multiple 1 the 1st bonding auxiliary for bonding diagram upper left side in auxiliary implements 100, in Fig. 1 are lifted Its structure is illustrated as a example by utensil 100 (being also referred to as upper left side bonding auxiliary implement 100 below).In addition, upper left side bonding is auxiliary Utensil 100 is helped for the aspect for associating with Fig. 1, equivalent to bonding auxiliary implement 100 after burying, but upper left side bonding is auxiliary Help utensil 100 as described above, with it is embedded before the difference of bonding auxiliary implement 100 be, in because of pressing by ring-type branch The state that support wall 140 is pressed into towards the collar flange 115 (aftermentioned) of connector 110.Other structures are then aided in embedded preceding bonding Utensil 100 is same.

The upper left side bonds auxiliary implement 100 as shown in any one in Fig. 2, Fig. 4 and Fig. 6, possesses substantially truncated cone The connector 110 of shape, multiple snap-latch pieces 120, ring-type link wall 130 and circumferential support wall 140, these connectors 110, multiple cards Close piece 120, ring-type to link wall 130 and circumferential support wall 140 is by the thermoplastic resin integratedly shape by resin injection molding Into.In 1st implementation method, as the thermoplastic resin, using nylon resin.Why nylon resin is used like this, Because consider that concrete is alkalescence, and the alkali resistance of nylon resin is excellent.

In upper left side bonding auxiliary implement 100, connector 110 as shown in fig. 6, possess box thread hole portion 111, the mother Screw thread hole portion 111 is to be formed through shape axially along in the radial direction central portion of connector 110, so as to from its axial both sides spiral shell Close spacer bolt 150 and dies plate tap bolt 160 (reference picture 15).

In 1st implementation method, the face side female spiral hole part 111a (ginsengs of the connector 110 in box thread hole portion 111 According to Fig. 6) as described later, for screwing togather dies plate tap bolt 160 (reference picture 15).And, the connector in box thread hole portion 111 110 rear side female spiral hole part 111b (reference picture 6) is as described later, for screwing togather spacer bolt 150 (reference picture 15).Separately Outward, each axial length of face side female spiral hole part 111a and rear side female spiral hole part 111b is to select in the following manner It is fixed, i.e. dies plate tap bolt 160 can be screwed togather length and spacer bolt relative to face side female spiral hole part 111a 150 length that screws togather relative to rear side female spiral hole part 111b is ensured suitably.

And, as illustrated in figs. 2 or 6, with ring-type groove portion 112, the ring-type groove portion 112 is with along even to connector 110 The peripheral part of the box thread hole portion 111 in fitting 110 and mode annular in shape, and with from the face side of connector 110 towards carrying on the back The concave mode in surface side and formed.

Herein, in the open end of ring-type groove portion 112, box thread hole portion 111 is in be coaxially formed with its peripheral part Hexagonal (hexagon)nut portion 113.In 1st implementation method, hexagonal (hexagon)nut portion 113 is formed with the open end side of ring-type groove portion 112, with So that when spacer bolt 150 to be threaded onto the rear side female spiral hole part 111b of box thread hole portion 111, by fastening tool (not shown) is inserted in the open end of ring-type groove portion 112 with its clamping part and hexagonal (hexagon)nut portion is clamped by the clamping part 113, so as to connector 110 is fixed as to rotate.Thus, hexagonal (hexagon)nut portion 113 makes spacer bolt 150 suitably screw togather To box thread hole portion 111 rear side female spiral hole part 111b when play a role.

And, connector 110 possesses multiple circular arc faces 114 (reference picture 5 or Fig. 6), and the plurality of circular arc face 114 is distinguished As being illustrated in Fig. 6, with the side that concave cross section semicircle shape is bent to from the surface of connector 110 towards its dorsal part Formula, is formed on connector 110.And, the plurality of circular arc face 114 as shown in figure 5, on the surface of connector 110, from left side Separate predetermined distance towards right side and be formed parallel to each other.In addition, in the 1st implementation method, multiple circular arc faces 114 are distinguished From the diagram left side in Fig. 5 towards right side, also referred to as left arc face 114, left inside side circular arc face 114, central left circles Cambered surface portion 114, center side circular arc face 114, central right circular arc face 114, Right Inboard circular arc face 114 and right circles cambered surface Portion 114.

And, as shown in any one in Fig. 2 and Fig. 4~Fig. 7, with collar flange 115, the ring-type is convex for connector 110 Edge 115 is the boundary portion from the large-diameter portion 110a and minor diameter part 110b (aftermentioned) of connector 110 towards radially and towards foreign side in ring Shape ground extends.In addition, connector 110 has large-diameter portion 110a and minor diameter part 110b, minor diameter part 110b is from large-diameter portion 110a courts It is in extend coaxially into the face side of connector 110.

Herein, the collar flange 115 plays the effect as stop section (stopper), i.e.,：With its continuing surface 115a as after It is described to undertake support circumferential support wall 140 from below like that.In 1st implementation method, the external diameter (continuing surface of collar flange 115 The external diameter of 115a) more than the external diameter (4~Fig. 6 of reference picture) of circumferential support wall 140.Thus, it is also possible to ensure to bond auxiliary implement 100 from the anticreep of concrete wall 10a.

And, connector 110 is provided with multiple rib 116a, the plurality of rib 116a as shown in Fig. 4 or Fig. 7 on its perisporium 116 Be from the back side peripheral part of the connector 110 towards the back side of collar flange 115 along the perisporium 116 of connector 110 come with It is equiangularly spaced and set, and formed towards radial direction is radially prominent.

The plurality of rib 116a bonds auxiliary implement 100 as bonding auxiliary implement 100 before burying such as Fig. 2 institutes in upper left side Show like that be contained in concrete wall 10a it is described correspondence house hole portion 12 in when, playing prevents connector 110 relative to concrete The effect of the axial rotation of wall 10a.

Thus, (the reference picture of dies plate tap bolt 160 is made connector 110 is contained in the state of concrete wall 10a 15) when departing from, help to prevent the corotation of connector 110 and dies plate tap bolt 160.

Multiple snap-latch pieces 120 as shown in figure 5, on the surface of connector 110 in being formed in column-like manner, the plurality of snap-latch piece 120 As shown in any one in Fig. 2, Fig. 4 and Fig. 6, convex semiannular shape is bent to upward with from the surface of connector 110 Mode, and be integrally formed with connector 110.In 1st implementation method, multiple snap-latch pieces 120 are each formed in the following manner, That is, with the rigidity that can be immersed dearly in premixing mortar, and with the disconnected of the mortar wall M after premixing mortar can be supported to solidify Resistance to spalling.In addition, in the 1st implementation method, below, snap-latch piece 120 is also referred to as surface side snap-latch piece 120.

Multiple snap-latch pieces 120 are as shown in figure 5, constitute left and right sides snap-latch piece group 120a and upper and lower both sides snap-latch piece group 120b。

Herein, left and right sides snap-latch piece group 120a is with by by the left and right directions on the surface of connector 110 as shown in Figure 5 The above-below direction center line at center is (along the vertical direction by the face side female spiral hole part 111a of box thread hole portion 111 The line of the heart) the symmetrical structure as benchmark, protrude to be formed from the surface of connector 110, left and right sides snap-latch piece group 120a is respectively as shown in figure 5, be to arrange multiple row or so adjacent pair snap-latch piece 120 along the vertical direction and constitute.

And, upper and lower both sides snap-latch piece group 120b is with by by the above-below direction on the surface of connector 110 as shown in Figure 5 The left and right directions center line (in left-right direction by the line at the center of face side female spiral hole part 111a) at center is used as benchmark And structure symmetrical above and below, protruding to be formed from the surface of connector 110, the upper and lower both sides snap-latch piece group 120b is respectively structured as, Three snap-latch pieces 120 for making left and right directions adjacent are arranged above and below into two row, and make to be located at three snap-latch pieces 120 of left and right directions It is arranged above and below into three row.

And, constitute multiple surface side snap-latch pieces of left and right sides snap-latch piece group 120a and upper and lower both sides snap-latch piece group 120b Corresponding circular arc face 114 in 120 multiple circular arc faces 114 (reference picture 6) respectively with its back side with connector 110 is opposite Mode, and protrude to be formed from the surface of connector 110.

Herein, it is multiple when being illustrated with the counter structure of multiple circular arc faces 114 to multiple surface side snap-latch pieces 120 Left arc face 114 in circular arc face 114 is with each left side snap-latch piece 120 with left side snap-latch piece group 120a (reference picture 5) Corresponding mode, along the surface of the minor diameter part 110b (reference picture 6) of connector 110, and along the diagram above-below direction shape in Fig. 5 Into.And, left inside side circular arc face 114 is with the corresponding mode of each left inside side snap-latch piece 120 with left side snap-latch piece group 120a, edge The surface of connector 110, and is formed along the diagram above-below direction in Fig. 5.

Central left arc face 114 is with left with diagram in Fig. 5 in upper and lower both sides snap-latch piece group 120b Each five left sides corresponding mode of snap-latch piece 120 in the left side of each five center side snap-latch pieces 120 in right direction center, along even The surface of fitting 110, and formed along the diagram above-below direction in Fig. 5.

Center side circular arc face 114 be with upper and lower both sides snap-latch piece group 120b in each five center side snap-latch pieces 120 Corresponding mode, forms along the vertical direction along the surface of connector 110.

Central right circular arc face 114 be with upper and lower both sides snap-latch piece group 120b in be located at each five center side snap-latch pieces Each five right sides corresponding mode of snap-latch piece 120 on 120 right sides, along the surface of connector 110, and in the diagram in Fig. 5 Lower direction is formed.

Right Inboard circular arc face 114 be with right side snap-latch piece group 120a the corresponding mode of each Right Inboard snap-latch piece 120, Along the surface of connector 110, and formed along the diagram above-below direction in Fig. 5.Right circular arc face 114 is engaged with right side The mode that each right side snap-latch piece 120 of piece group 120a (reference picture 5) is arranged in correspondence with, along the surface of connector 110, and along figure Diagram above-below direction in 5 is formed.

As described above, multiple surface sides snap-latch piece 120 is arranged in left and right sides snap-latch piece group 120a and upper and lower both sides snap-latch piece Group 120b, and it is corresponding with multiple circular arcs face 114, thus, when the premixing mortar that will form mortar wall M leads to like that as described later When crossing the plurality of surface side snap-latch piece 120 and coating the surface 11 of concrete wall 10a, multiple surface side snap-latch pieces 120 are buried in this In premixing mortar.It is accompanied by this, the premixing mortar also enters multiple arc surfaces of multiple surface sides snap-latch piece 120 and connector 110 Between portion 114.

It means that into the premixing mortar between multiple surface side snap-latch pieces 120 and multiple circular arc face 114 amount because many Individual circular arc face 114 and increase.As a result, the mortar wall M brought by the multiple surface side snap-latch piece 120 is relative to concrete wall The anchoring effect of 10a can further improve.

Ring-type links wall 130 as shown in figure 4, surrounding multiple snap-latch pieces 120 with from along the direction on the surface of connector 110 The mode of (left and right sides snap-latch piece group 120a and upper and lower both sides snap-latch piece group 120b), from the minor diameter part 110b's of connector 110 Periphery portion is in upward to extend coaxially into, and it is to be formed as thin-walled in deformable mode that the ring-type links wall 130 Shape.In 1st implementation method, the extended height counted from minor diameter part 110b surfaces that the ring-type links wall 130 is chosen to be respectively The top of surface side snap-latch piece 120 from more than the height that minor diameter part 110b surfaces are counted.

And, the ring-type links wall 130 as shown in Fig. 4 or Fig. 5, with multiple through-hole sections 131, the plurality of through-hole section 131 It is formed at ring-type and links wall 130 in the mode opposite with multiple circular arcs 114 respective length directions of face respectively.In addition, many In the shaping dies (not shown) that individual through-hole section 131 is used in the resin injection molding of the 1st bonding auxiliary implement 100, in profit Made with each pin core (not shown) each circular arc face 114 and with 114 corresponding each surface side snap-latch pieces 120 of each circular arc face When both faces are integrally formed, play a part of to be come in and gone out and required discrepancy hole portion in shaping dies as each pin core.

In 1st implementation method, the thickness of the ring-type link wall 130 is set to the model of 0.05 (mm)~0.5 (mm) Value within enclosing.Thus, when (set) two concrete blinding F is set as described later, press as described later this two One of template of concrete blinding F and make circumferential support wall 140 towards connector 110 coaxially displacement when, ring-type link Wall 130 being capable of easily flexural deformation.

And, ring-type link wall 130 axial length be set to be longer than from the continuing surface 115a of collar flange 115 up to Axial length untill the minor diameter part 110b surfaces of connector 110.Thus, when making the court of circumferential support wall 140 as described above To connector 110 coaxially displacement when, ring-type link wall 130 also can be in the presence of the thickness, with collar flange 115 Continuing surface 115a on the basis of and be easily deformed.

Circumferential support wall 140 from ring-type as shown in figure 4, link the upper end opening portion of wall 130 upward in coaxial and one Body ground extends.Herein, circumferential support wall 140 is thickly to be formed as ring-type, therefore the circumferential support wall 140 is in inner circumferential surface Portion, the upper end opening portion for linking wall 130 with ring-type is in coaxially to be integrally formed.

The circumferential support wall 140 is with the thickness within the scope of 0.5 (mm)~4 (mm), preferably 1 (mm)~4 (mm) thickness within the scope of and formed, to have the one of concrete blinding in two concrete blindings F described later During the pressing of (reference picture 15), it is not easy to the rigidity of the degree for deforming.Further, since circumferential support wall 140 connects than ring-type Knot wall 130 is thick, therefore circumferential support wall 140 is also referred to as heavy wall circumferential support wall 140, and ring-type links wall 130 and is also referred to as thin-walled ring Shape links wall 130.

And, the axial length of the circumferential support wall 140 has the continuing surface from the collar flange 115 of connector 110 115a the values more than axial length untill each top of multiple surface sides snap-latch piece 120.Thus, as described later, when the ring When shape supporting walls 140 are accepted by taking a seat by the continuing surface 115a of the collar flange 115 of connector 110, playing will be more Individual surface side snap-latch piece 120 is effectively surrounded to its each top and realizes the effect protected.

The upper left side bonding auxiliary implement 100 for constituting in the above described manner is used as bonding auxiliary implement 100, such as Fig. 2 after burying It is shown, housed in hole portion 12 from the correspondence that the side of connector 110 is housed to concrete wall 10a and be embedded in the concrete wall Between 10a and mortar wall M.Herein, the flange 115 of connector 110 is inserted into the correspondence accepting hole like that as described later State in the perisporium in portion 12.And, circumferential support wall 140 is as described later like that based on two concrete blinding F wherein one The pressing of individual concrete blinding and ring-type is linked in the state of wall 130 deforms, be contained in the correspondence and house hole portion 12 and open In oral area.

Next, being illustrated to the multiple 2nd structure for bonding auxiliary implement 200.The plurality of 2nd bonding auxiliary implement 200 are formed with being respectively provided with mutually isostructural mode.Therefore, as shown in figure 1, fetch bit bonds auxiliary implement 100 in four the 1st As a example by the 2nd bonding auxiliary implement 200 (being also referred to as center side bonding auxiliary implement 200 below) in center, its structure is said It is bright.

Center side bonding auxiliary implement 200 be by with upper left side bonding auxiliary implement 100 to form material same Formation material, as shown in any one in Fig. 3 and Fig. 8~Figure 11, be provided integrally with 210, four hook portion 220a of substrate~ The mode of 220d and multiple snap-latch pieces 230, and formed by resin injection molding.In addition, following, snap-latch piece 230 is also referred to as Surface side snap-latch piece 230.

Substrate 210 is discoideus, and the substrate 210 possesses central aperture portion as shown in any one in Fig. 3 and Fig. 8~Figure 13 211st, aperture portion 213a~213i on the outside of four inner side aperture portions 212a~212d and ten.In 1st implementation method, substrate 210 thickness T and external diameter V is each set to T=1.0 (mm) and V=35 (mm) (reference picture 12 and Figure 13).

Central aperture portion 211 is to be formed as manhole shape in the central portion of substrate 210.Four inner side aperture portion 212a~ 212d is over the substrate 210, along the peripheral part of central aperture portion 211, to be equiangularly spaced and be formed as a generally rectangular through hole shape. In 1st implementation method, the internal diameter U of central aperture portion 211 is broken to be set as U=6 (mm) (reference picture 13).

And, ten outside aperture portion 213a~213j be respectively over the substrate 210, four inner side aperture portion 212a~ The outer circumferential side of 212d is formed as rectangular through-hole shape in side long, this ten outside aperture portion 213a~213j as shown in Figure 10, with along Above-below direction and mode parallel to each other is disposed on substrate 210.

Two outside aperture portions of the side of left and right two in this ten outside aperture portion 213a~213j, in Figure 10 213a, 213j are that symmetrical position is formed at base in left and right directions center line X (reference picture 10) relative to substrate 210 Plate 210, and it is right up and down relative to the above-below direction center line Y (center line orthogonal with left and right directions center line X) of substrate 210 Ground is claimed to be formed.

Two outside aperture portions 213b, 213i be in the inner side (side of central aperture portion 211) of two outside aperture portions 213a, 213j, Relative to left and right directions center line X, symmetrical position is formed at substrate 210, and relative to above-below direction center line Y And substrate 210 is formed at symmetrical above and belowly.

And, each two outside aperture portion 213c, 213d and 213g, 231h are in two outside aperture portions as shown in Figure 10 The inner side (side of central aperture portion 211) of 213b, 213i, symmetrical position is formed at relative to left and right directions center line X Substrate 210, and relative to above-below direction center line Y, position symmetrical above and below is formed at substrate 210.

And, two outside aperture portions 213e, 213f are that over the substrate 210, two inner sides on left and right directions center line X are opened The both sides up and down of hole portion 212a, 212b, as shown in Figure 10, in the position symmetrical above and below relative to above-below direction center line Y Put to be formed.

Four hook portion 220a~220d play a part of support each pad WS (reference picture 3) described later, four hook portions 220a~220d as shown in Fig. 8 or Fig. 9, prolongs with from aperture portion 212a~212d on the inside of four towards the face side of substrate 210 respectively The mode stretched and formed.In 1st implementation method, each two opposite hook portions in four hook portion 220a~220d from substrate It is between 210 extension bottom, W=13 (mm) (reference picture 13) is set to along the interval W on the surface of substrate 210.

Herein, the hook portion 220a in four hook portion 220a~220d is in its bottom, as shown in Fig. 8 or Figure 10, integratedly The upper edge part of aperture portion 212a on the inside of being formed at.Hook portion 220a as shown in figure 3, possess rise part 221 and kink 222, Rise part 221 is extended in the way of being erect towards the surface of substrate 210 from the bottom.And, kink 222 is In the way of being outwardly converted into L-shaped towards the lateral bending of central aperture portion 211 parallel to substrate 210 from the extended end portion of rise part 221 And extend.

Remaining hook portion 220b, 220c and 220d are in the same manner as hook portion 220a, comprising rise part 221 and kink 222. Hook portion 220b as shown in Fig. 8 or Figure 10, is integrally formed in the downside edge of inner side aperture portion 212b in its bottom.At this In hook portion 220b, rise part 221 is to extend (reference in the way of being erect towards the surface of substrate 210 from the bottom Fig. 8).And, kink 222 be with from the extended end portion of the rise part 221 of hook portion 220b parallel to the surface of substrate 210 side Formula, extends with being converted into L-shaped towards hook portion 220a lateral bendings.

Hook portion 220c as shown in Fig. 8 or Figure 10, is formed at the left side edge of inner side aperture portion 212c in its bottom. In hook portion 220c, rise part 221 is to extend (ginseng in the way of being erect towards the surface of substrate 210 from the bottom According to Fig. 8).And, kink 222 be with from the extended end portion of the rise part 221 of hook portion 220c parallel to the surface of substrate 210 side Formula, extends with being converted into L-shaped towards the lateral bending of central aperture portion 211.

And, hook portion 220d as shown in Fig. 8 or Figure 10, is formed at the margo dexter of inner side aperture portion 212d in its bottom Portion.In hook portion 220d, rise part 221 is extended in the way of being erect towards the surface of substrate 210 from the bottom (reference picture 8).And, kink 222 be with from the extended end portion of the rise part 221 of hook portion 220d parallel to the surface of substrate 210 Mode, extend with being converted into L-shaped towards hook portion 220c lateral bendings.

The four hook portion 220a~220d for constituting in the above described manner are pressed from both sides between its each kink 222 and central aperture portion 211 Hold and support pad WS (reference picture 3).

Multiple surface side snap-latch pieces 230 as shown in any one in Fig. 8~Figure 11, constitute the left and right sides snap-latch piece group 230a and Upper and lower both sides snap-latch piece group 230b.Left and right sides snap-latch piece group 230a in Fig. 10, with relative to left and right directions center line X that This symmetrical structure is formed on substrate 210.

In left and right sides snap-latch piece group 230a, left side snap-latch piece group 230a is as shown in Figure 10, with positioned at left side Five surface side snap-latch pieces 230 (left side snap-latch piece 230).This five left side snap-latch pieces 230 are as shown in Figure 10, with along outside aperture portion The long side direction of 213a separates predetermined distance and is arranged parallel to each other, and in left-right direction across outside aperture portion 213a's Mode, and as shown in figure 8, in the way of being protruded in semicircular towards the surface of substrate 210 from outside aperture portion 213a And formed.In this 1st implementation method, each surface side snap-latch piece 230 is with the rigidity that can be immersed in premixing mortar, and with can Support the mode of the fracture strength of the mortar wall M after premixing mortar solidification and formed.

And, left side snap-latch piece group 230a has positioned at five the ten of the inner side (side of central aperture portion 211) of left side snap-latch pieces 230 One left inside side snap-latch piece 230, this 11 left inside side snap-latch pieces 230 as shown in Figure 10, with along being located at outside aperture portion 213a The long side direction of the outside aperture portion 213b on right side separates predetermined distance and is arranged parallel to each other, and crosses in left-right direction The mode of outside aperture portion 213b, and as shown in figure 8, be in towards the face side of substrate 210 with from outside aperture portion 213b Semicircular protrude mode and formed.

On the other hand, right side snap-latch piece group 230a comprising with five of 230a left side snap-latch pieces 230 of left side snap-latch piece group and 11 left inside side snap-latch pieces 230 distinguish corresponding five right side snap-latch pieces 230 and 11 Right Inboard snap-latch pieces 230.

Herein, five right side snap-latch pieces 230 of right side snap-latch piece group 230a are with a left side for substrate 210 as shown in Figure 10 The position symmetrical with five left side snap-latch pieces 230 of left side snap-latch piece group 230a on the basis of right direction center line X, with along outside The long side direction of aperture portion 213j separates predetermined distance and is arranged parallel to each other, and crosses over outside aperture portion in left-right direction The mode of 213j, and as shown in figure 8, with the face side from outside aperture portion 213j towards substrate 210 in semicircular protrusion Mode and formed.

And, 11 Right Inboard snap-latch pieces 230 of right side snap-latch piece group 230a are as shown in Figure 10, relative to right and left To center line X with 11 symmetrical positions of left inside side snap-latch piece 230 of left side snap-latch piece group 230a, opened with along outside The long side direction of hole portion 213i separates predetermined distance and is arranged parallel to each other, and crosses over outside aperture portion in left-right direction The mode of 213i, and as shown in figure 8, with the face side from outside aperture portion 213i towards substrate 210 in semicircular protrusion Mode and formed.

Snap-latch piece group 230b is as shown in Figure 10 for upper and lower both sides, so that relative to above-below direction center line Y, self is symmetrical Structure be formed at substrate 210.

In the upper and lower both sides snap-latch piece group 230b, upside snap-latch piece group 230b is as shown in Figure 10, in the right and left of substrate 210 To central (corresponding with left and right directions center line X), with three center side snap-latch pieces 230, three center side snap-latch pieces 230 are such as Shown in Figure 10, it is arranged parallel to each other so that the long side direction along outside aperture portion 213e separates predetermined distance, and along left and right Direction across outside aperture portion 213e mode, and as shown in figure 8, with the table from outside aperture portion 213e towards substrate 210 Surface side is formed in the mode of semicircular protrusion.

And, upside snap-latch piece group 230b is as shown in Figure 10, with positioned at three four of the left side of center side snap-latch pieces 230 Central left side snap-latch piece 230, this four centers left side snap-latch piece 230 is to separate rule with the long side direction along outside aperture portion 213c Fixed interval and be arranged parallel to each other, and as shown in Figure 10, in left-right direction across the mode of outside aperture portion 213c, and such as Shown in Fig. 8, formed in the way of the face side from outside aperture portion 213c towards substrate 210 is protruded in semicircular.

And, upside snap-latch piece group 230b as shown in Figure 10, be located relative to left and right directions center line X and with four Four centers right side snap-latch piece 230 at the symmetrical position of central left side snap-latch piece 230, this four centers right side snap-latch piece 230 As shown in Figure 10, predetermined distance is separated with the long side direction along outside aperture portion 213g and is arranged parallel to each other, and along a left side Right direction across outside aperture portion 213g mode, and as shown in figure 8, with from outside aperture portion 213g towards substrate 210 Face side is formed in the mode of semicircular protrusion.

And, downside snap-latch piece group 230b is as shown in Figure 10, central in the left and right directions of substrate 210, with three centers Side snap-latch piece 230, three center side snap-latch pieces 230 as shown in Figure 10, are separated with the long side direction along outside aperture portion 213f Predetermined distance and be arranged parallel to each other, and in left-right direction across the mode of outside aperture portion 213f, and as shown in figure 8, Formed in the way of the face side from outside aperture portion 213f towards substrate 210 is protruded in semicircular.

And, downside snap-latch piece group 230b is as shown in Figure 10, with positioned at three four of the left side of center side snap-latch pieces 230 Central left side snap-latch piece 230, this four centers left side snap-latch pieces 230 as shown in Figure 10, with along the side long of outside aperture portion 213d Direction separates predetermined distance and is arranged parallel to each other, and in left-right direction across the mode of outside aperture portion 213d, and such as Shown in Fig. 8, formed in the way of the face side from outside aperture portion 213d towards substrate 210 is protruded in semicircular.

And, downside snap-latch piece group 230b as shown in Figure 10, be located relative to left and right directions center line X and with four Four centers right side snap-latch piece 230 at the symmetrical position of central left side snap-latch piece 230, this four centers right side snap-latch piece 230 As shown in Figure 10, predetermined distance is separated with the long side direction along outside aperture portion 213h and is arranged parallel to each other, and along a left side Right direction across outside aperture portion 213h mode, and as shown in figure 8, with from outside aperture portion 213h towards substrate 210 Face side is formed in the mode of semicircular protrusion.In addition, in present embodiment, being carried on the back from substrate 210 at the top of each snap-latch piece 230 The height H that face is counted is set to H=3 (mm) (reference picture 12).

The center side bonding auxiliary implement 200 for constituting in the above described manner is as shown in figure 3, substrate 210 is engaged with its back side To the surface of concrete wall 10a, and by concrete screw SC with its post portion by being clamped in four hook portion 220a~220d's The hollow bulb of the pad WS between the central aperture portion 211 of each kink 222 and substrate 210 and the central aperture portion 211 of substrate 210 and Concrete wall 10a is fastened to, is thus embedded between concrete wall 10a and mortar wall M.

In the 1st implementation method for constituting in the above described manner, for the bonding that mortar wall M is based on bonding accessory system MS Aid in and be bonded to the example of multiple concrete walls of concrete body 10, said based on the process chart shown in Figure 14 It is bright.

Herein, for by mortar wall M, the bonding based on bonding accessory system MS aids in gluing in the construction shown in fig. 1 The example of the concrete wall 10a being bonded in the multiple concrete wall is illustrated.

First, in the template-setup operation S1 of Figure 14, two concrete blinding F shown in Figure 15 (are only shown in Figure 15 One of concrete blinding F) assembling setting is carried out in the way of toward each other.In addition, following, concrete blinding F is also referred to as Template F.

Then, in spacer bolt and the 1st bonding auxiliary implement assembling procedure S2, by pre-prepd many spacer bolts 150th, multiple template fastening bolt 160 and the multiple 1st bond in auxiliary implement 100 (bonding auxiliary implement 100 before embedded) four 150, four dies plate tap bolts 160 of root spacer bolt and four the 1st bonding auxiliary implements 100 are assembled between two template F.

Herein, four spacer bolts, 150, four dies plate tap bolts 160 and four the 1st bonding auxiliary implement 100 be as Under it is described like that, by two opposite relative to each other template F be spaced be set to fixed intervals in the way of assembled.

As a example by upper left sides bonding auxiliary implements 100 in four the 1st bonding auxiliary implements 100 of act, between described four It is solid to male screw portion with one side axle every the corresponding spacer bolt 150 for upper left side bonding auxiliary implement 100 in bolt 150 It is connected to the rear side female spiral hole part 111b of the connector 110 of upper left side bonding auxiliary implement 100.

Then, by example in the corresponding spacer bolt 150 being so spirally connected and upper left side bonding auxiliary implement 100 such as Figure 15 Show like that, between two template F, be formed at the through-hole section F1 (reference picture 15) of one of template F in coaxially right The mode answered is kept.

In the affixed operation S3 of ensuing dies plate tap bolt, under hold mode as described above, by four templates The corresponding templates fastening bolt 160 for upper left side bonding auxiliary implement 100 in fastening bolt 160 is drawn by so-called template Bar (Form Tie) (registration mark) is template tightening part 160a and a pair of press strip 160b and inserts logical to one of template F Hole portion F1, and the circumferential support wall 140 and ring-type for bonding auxiliary implement 100 through upper left side link wall 130 and removably spiral shell It is connected to the face side female spiral hole part 111a of the box thread hole portion 111 of connector 110.In addition, correspondence spacer bolt 150 is with it Opposite side axial direction male screw portion is fixed in another template F.

Thus, upper left side bonding auxiliary implement 100 and correspondence spacer bolt 150 are in the through-hole section with one of template F The corresponding positions of F1, can together be held in two template F with corresponding templates fastening bolt 160.In addition, one of template F's is logical The forming part of hole portion F1 corresponds to the upper left side corner of the 1st rectangular shape profile RL (reference picture 1) in concrete wall 10a Portion.

Under this kind of state, nut 160c is removably bolted in corresponding templates fastening bolt 160 from its outer end side.This Place, nut 160c is carried out by template tightening part 160a and a pair of press strip 160b between corresponding templates fastening bolt 160 Adjustment is screwed togather, one of them is pressed with the face side of the connector 110 of direction and corresponding spacer bolt 150 in the state that is spirally connected Template F.

It is accompanied by this, circumferential support wall 140 is pressed into towards the collar flange 115 of connector 110.Then, due to ring-type Link wall 130 to be formed in the way of being easily deformed as described above, therefore the one side of circumferential support wall 140 makes ring-type link wall 130 flexural deformations, while untill being moved to the continuing surface 115a for being connected to collar flange 115.Now, ring-type links wall 130 1 Side inverts and flexural deformation, while sandwiching the outer peripheral face of the inner peripheral surface of circumferential support wall 140 and the minor diameter part 110b of connector 110 Between.

Also, when circumferential support wall 140 is connected to the continuing surface 115a of collar flange 115 with its bottom, ring-type connects Knot wall 130 is deformed into wedge-like between the outer peripheral face of the minor diameter part 110b of the inner peripheral surface and connector 110 of circumferential support wall 140, So as to circumferential support wall 140 is maintained into stationary state relative to connector 110.

Then, circumferential support wall 140 is taken a seat in the state of ring-type is linked the flexural deformation of wall 130 with inner circumferential surface side It is supported (reference picture 15) on the continuing surface 115a of collar flange 115.Therefore, ring-type links wall 130 and multiple surface sides Snap-latch piece 120 is surrounded by circumferential support wall 140, so as to be sealed in connector 110 minor diameter part 110b and one of them Between template F.

In addition, nut 160c reaches about 200 by one of template F to the pressing force of the 1st bonding auxiliary implement 100 (kgf/cm²), i.e. 19.6 (MPa), but the pressing force is by the block of circumferential support wall 140, therefore each surface side snap-latch piece 120 will not be by Pressing force is crushed.

After the treatment of the affixed operation S3 of dies plate tap bolt, in operation S4 is poured in ready-mixed concrete, by ready-mixed concrete Pour between two template F.It is accompanied by this, ready-mixed concrete is flowed between two template F.In addition, so-called ready-mixed concrete, refers to The concrete for not yet solidifying.

Now, upper left side bonding auxiliary implement 100 is as described above, ring-type links wall 130 and the quilt of multiple surface sides snap-latch piece 120 Sealing is between the minor diameter part 110b and one of template F of connector 110, therefore ready-mixed concrete will not enter circumferential support The inner side of wall 140.Thus, multiple surface side snap-latch pieces 120 can effectively isolate with ready-mixed concrete.

As described above, by the way that between two template F of ready-mixed concrete inflow, the ready-mixed concrete will be filled with the sky between two templates Between the region in addition to upper left side bonding auxiliary implement 100 in region.

Then, in ensuing ready-mixed concrete solidification waits operation S5, the stand-by period of regulation is waited, until being full of Untill ready-mixed concrete between two template F solidifies.So, when ready-mixed concrete solidifies, concrete wall 10a is formed.Now, exist On concrete wall 10a, it is formed with and houses the collecting hole portion 12 that upper left side bonds auxiliary implement 100.

In ensuing dies plate tap bolt dismounting operation S6, make nut 160c de- from corresponding templates fastening bolt 160 From.Then, template tightening part 160a and a pair of press strip 160b is departed from from corresponding templates fastening bolt 160, and make correspondence mould Plate fastening bolt 160 departs from from the face side female spiral hole part 111a of connector 110.

Now, rotate corresponding templates fastening bolt 160 to disengage it from, but be formed in each rib of the outer peripheral face of connector 110 116a is maintained and cannot be rotated by the surrounding wall portion of the collecting hole portion 12 of concrete wall 10a, therefore the 1st bonding auxiliary implement 100 is not Can be appended hereto corresponding templates fastening bolt 160 rotation and corotation.And, the collar flange 115 of connector 110 is maintained at mixed In the perisporium position of the collecting hole portion 12 in solidifying soil wall 10a, therefore the 1st bonding auxiliary implement 100 will not take off from hole portion 12 is housed Fall.

In addition, each remaining in four the 1st bonding auxiliary implements 100 of the treatment of operation as described above for Fig. 1 1st bonding auxiliary implement 100 is also similarly to carry out.

Then, in template dismounting operation S7, two template F are dismantled from concrete wall 10a.It is accompanied by this, concrete wall 10a As shown in figure 16, contained in the collecting hole portion 12 in the state of upper left side bonding auxiliary implement 100, liberated from two template F. Now, upper left side bonding auxiliary implement 100 is housing hole portion 12 by the rear side female spiral hole part 111b of connector 110 Interior one of axial direction male screw portion by the spacer bolt 150 protruded from its bottom wall part is supported.

Then, in the 2nd bonding auxiliary implement assembling procedure S8, by the multiple 2nd bond in auxiliary implements 200 it is described in Bonding auxiliary implement 200 in centre side is assembled to one of template F as described as follows.

That is, center side bonding auxiliary implement 200 is over the substrate 210, to be arranged in the surface 11 with concrete wall 10a The central relative corresponding position (reference picture 1 and Figure 17) of the 1st rectangular shape profile RL.Now, substrate 210 is with its back side, such as Shown in Figure 17, it is arranged in the way of multiple surface side snap-latch pieces 230 and four hook portion 220a~220d is protruded towards foreign side The surface 11 of concrete wall 10a.

Under this kind of setting state, the pad WS shown in Figure 18 is as shown in figure 17, by four hook portion 220a~220d It is arranged on the ring-type position (being also referred to as central annular position P below) centered on central aperture portion 211 in substrate 210.

Herein, pad WS is by each hook portion 220a~220d using kink 222 in the way of overcoming its elastic force and expand, It is arranged on the P of central annular position.Therefore, pad WS is clamped in each hook portion in the inner side of each hook portion 220a~220d Between the kink 222 of 220a~220d and the annular center position P of substrate 210.

In 1st implementation method, pad WS uses flat shim, for example, be formed as ring-type by stainless steel, the thickness of pad WS Degree Z, internal diameter Ri and external diameter Ro are respectively set as Z=0.7 (mm), Ri=6 (mm) and Ro=13 (mm).In addition, central annular portion Position P refers to the inner side (central aperture portion of the extension bottom from substrate 210 of the rise part 221 in each hook portion 220a~220d 211 sides) it is formed at the annular section on substrate 210.

In the above described manner after holding shim WS, with post portion through in pad WS by concrete screw SC as shown in figure 17 The central aperture portion 211 of empty portion and substrate 210 and be solidly connected to concrete wall 10a.

This is affixed to be carried out by operations described below, i.e. using electrical instrument (not shown), worn on concrete wall 10a Cross the hollow bulb of pad WS and the central aperture portion 211 of substrate 210 and formed to descend after hole portion, by concrete screw SC with its post portion Through pad WS hollow bulb and substrate 210 central aperture portion 211 and be solidly connected to the lower hole portion.

Under this kind of affixed state, because the internal diameter Ri of pad WS is identical with the internal diameter v of the central aperture portion 211 of substrate 210, Therefore can be firmly held in pad WS on the peripheral part of central aperture portion 211 of substrate 210 with its head by concrete screw SC. Thus, substrate 210 can be securely assembled on concrete wall 10a by pad WS and concrete screw SC with stable state.

As described above, when four the 1st bonding bonding of auxiliary implement 100 and the 2nd (the center side bonding auxiliary of auxiliary implement 200 Utensil 200) at the end of assembling relative to concrete wall 10a, in ensuing premixing mortar painting process S9, by pre- sand cutting Slurry as shown in Figures 2 and 3, the whole surface 11 all over concrete wall 10a is applied with the thickness for specifying.In addition, so-called premixing mortar, is The mortar that finger not yet solidifies.

Now, the coating is glued with covering four the 1st bonding auxiliary implements 100 and the 2nd on the surface of concrete wall 10a The mode of auxiliary implement 200 is closed to carry out.Thus, each 1st bonding auxiliary implement 100 is being accommodated in the receipts of concrete wall 10a In the state of holding in hole portion 12, it is embedded in concrete wall 10a by premixing mortar, also, the 2nd bonding auxiliary implement 200 exists Buried by premixing mortar on the surface 11 of concrete wall 10a.

It is accompanied by this, the inside of the circumferential support wall 140 of each 1st bonding auxiliary implement 100 of premixing mortar immersion.Then, The premixing mortar for so immersing like that is further immersed by multiple surface side snap-latch pieces 120 towards the surface of connector 110, and And the inside of the face side female spiral hole part 111a of the inside and box thread hole portion 111 of immersion ring-type groove portion 112.

Herein, the premixing for being immersed towards the surface of connector 110 by multiple surface side snap-latch pieces 120 as described above Mortar by multiple surface side snap-latch pieces 120 it is respective between and reach the surface of connector 110.

And, the ready-mixed concrete for so reaching the surface of connector 110 is also reached and is formed at the surface of connector 110 On each bending face 114.It means that ready-mixed concrete is also throughout surface side snap-latch piece 120 toward each other and bending face 114 Between.Thus, the amount of the premixing mortar between the multiple surface side snap-latch pieces 120 of immersion and the surface of connector 110 is by connection The surface of part 110 is formed with multiple bending faces 114 and increases.

And, the premixing mortar for immersing in circumferential support wall 140 as described above is also immersed in ring-type groove portion 112 The inside of the face side female spiral hole part 111a of portion and box thread hole portion 111.

And, in the 2nd bonding auxiliary implement 200, when premixing mortar is coated with as described above, the premixing mortar leads to Cross multiple surface sides snap-latch piece 230 and reach the surface of substrate 210.Herein, so reached by multiple surface side snap-latch pieces 230 like that The premixing mortar on the surface of substrate 210 is by between each two surface side snap-latch piece 230 adjacent to each other and outer throughout the multiple of substrate 210 Each inside of STH portion 213a~213j.

After premixing mortar painting process S9 as described above, operation S10 is waited in the solidification of ensuing premixing mortar In, the stipulated time is waited, until the premixing mortar coated as described above on the surface 11 of concrete wall 10a is cured as Only.It is accompanied by this, when the premixing mortar solidifies, mortar wall M is formed on the surface 11 of concrete wall 10a.

As described above, in the 1st implementation method, bonding accessory system possesses the multiple for constituting in the above described manner 1st bonding auxiliary implement 100 and multiple 2nd bonding auxiliary implements 200.Herein, the multiple 1st auxiliary implement 100 is bonded with each ring The opposite mode of one of template of the template F of shape supporting walls 140 and two, is linked to from one of template side towards another The many spacer bolts 150 that individual template side extends.And, the multiple 1st bonds the one side of auxiliary implement 100 with each circumferential support wall 140 make each corresponding ring-type link wall 130 deforms, while being pushed to each corresponding connector by one of template 110 sides.It is accompanied by this, in the way of multiple 1 bond auxiliary implements 100 to surround multiple surface side snap-latch pieces 120, is seated at from each The collar flange 115 that the face side peripheral part of corresponding connector 110 extends towards foreign side along radial direction.

Thus, multiple 1 bond auxiliary implements 100 each in, circumferential support wall 140 and collar flange 115 and its In a template together constitute with confined space, multiple surface side snap-latch pieces 120 are enclosed in the confined space, even if therefore as above institute State and like that pour between two template F ready-mixed concrete, multiple surface side snap-latch pieces 120 are also isolated with the ready-mixed concrete.Cause And, the ready-mixed concrete will not reach multiple surface side snap-latch pieces 120.

And, circumferential support wall 140 is different from ring-type and links wall 130, will not be produced because of the pressing of one of template Deformation, therefore multiple surface sides snap-latch piece 120 can well maintain its original shape in the confined space.

Thus, as described above, coating concrete by the way that premixing mortar is bonded into auxiliary implement 100 by the multiple 1st The surface 11 of wall 10a, so that the premixing mortar can well be sticked in multiple surface sides engaging of each 1st bonding auxiliary implement 100 Piece 120.It means that multiple surface side snap-latch pieces 120 of each 1st bonding auxiliary implement 100 can securely be sticked in inside it The mortar wall M formed after premixing mortar solidification.

Herein, in each the 1st bonding auxiliary implement 100, the upper and lower each side engaging of multiple surface side snap-latch pieces 120 or left and right Piece group 120a, 120b are respectively on the surface of substrate 110 relative to both its left and right directions center line and above-below direction center line And be symmetrically arranged, therefore by each surface side snap-latch piece 120 or each side snap-latch piece group 120a, 120b bring relative to mortar wall M Bonding auxiliary force can equably be produced throughout the whole surface of connector 110.

As a result, multiple 1st bonding auxiliary implements 100 can well be aided in using its each multiple surface side snap-latch piece 120 Bondings of the mortar wall M relative to concrete wall 10a, so as to bondings of the mortar wall M relative to concrete wall 10a can be improved well Power (anchoring effect).

And, the multiple 1st bonds auxiliary implement 100 after as described above by two template F dismounting removals, still using each Connector 110 is linked to corresponding each spacer bolt 150 without dismantling, so as to may continue to be maintained.Thus, it is not required to Dismounting operation or the new installation exercise of the plurality of 1st bonding auxiliary implement 100 is repeated, therefore operation can be improved certainly Property, moreover it is possible to prevent from resulting from possible trouble because of the multiple 1st discarded problem of environmental pollution for causing for bonding auxiliary implement 100.

And, as described above, being solidified to form concrete wall by pour the ready-mixed concrete between two template F 10a, after two template F are removed, multiple 2 bond auxiliary implements 200 the surface 11 of concrete wall 10a be distributed in Multiple 1st bonds the different position (central portion of rectangular shape profile RL) of auxiliary implement 100, and respectively in central aperture portion 211, the surface 11 of concrete wall 10a is fixed in by each screw SC.

Thus, the plurality of 2nd bonding auxiliary implement 200 is assembled to concrete wall 10a's securely by each screw SC Surface.Under this kind of state, by the way that premixing mortar to be coated the surface 11 of concrete wall 10a as described above, so that with Multiple 1st bonds each multiple surface side snap-latch pieces of auxiliary implement 100 equally, and the premixing mortar can securely be sticked in the multiple 2nd The bonding respective multiple surface side snap-latch pieces 230 of auxiliary implement 200.

It is accompanied by this, it is mortar wall that premixing mortar is solidified to form, thus, multiple 2nd bonding auxiliary implements 200 are respective Multiple surface side snap-latch pieces 230 can be internal same with multiple 1st bonding respective multiple surface side snap-latch pieces 120 of auxiliary implement 100 at it Sample, is sticked in mortar wall securely.

Herein, in each the 2nd bonding auxiliary implement 200, the upper and lower each side snap-latch piece of multiple surface side snap-latch pieces 230 or left and right Group 230a, 230b respectively the surface of substrate 210 relative to left and right directions center line x and both above-below direction center line Y and Be symmetrically arranged, thus by each surface side snap-latch piece 230 or left and right it is upper and lower each side snap-latch piece group 230a, 230b bring relative to The bonding auxiliary force of mortar wall M can equably be produced throughout the whole surface of substrate 210.

As a result, multiple 2nd bonding auxiliary implements 200 can utilize its each multiple surface side snap-latch piece 230, glued with multiple 1 Close auxiliary implement 100 similarly, bondings of the mortar wall M relative to concrete wall 10a is aided in well, so as to can improve well Bonding forces of the mortar wall M relative to concrete wall 10a, i.e. anchoring effect.

Herein, the multiple 1st the only multiple surface side snap-latch pieces 120 of the difference of auxiliary implement 100 from the surface of concrete wall 10a are bonded 11 protrude, and the multiple 2nd bonds the respective substrate 210 of auxiliary implement 200 for tabular, therefore the coating thickness of premixing mortar certainly may be used It is maintained much the same throughout the surface of concrete wall 10a, and can be thin as much as possible, hence help to mitigate premixing mortar Coating weight.

And, the 2nd bonding auxiliary implement 200 is different from the structure of the 1st bonding auxiliary implement 100, is in simple tabular The structure of multiple surface side snap-latch pieces 230 and four hook portion 220a~220d, therefore the 2nd bonding auxiliary are formed with substrate 210 Utensil 200 can be formed by than the 1st bonding simpler structure of auxiliary implement 100.

As described above, the multiple 1st bonds auxiliary implement 100 and multiple 2nd bonding auxiliary implements 200 in concrete wall 10a Disperse embedded in lattice shape between mortar wall M, thus each 1st bonding auxiliary implement 100 and each 2nd bonding auxiliary implement 200 can cooperate with raising anchoring effects of the mortar wall M relative to concrete wall 10a using each multiple surface side snap-latch pieces.This meaning Taste, and based on the bonding auxiliary of the multiple 1st collaboration for bonding the bonding auxiliary implement 200 of auxiliary implement 100 and the 2nd, mortar wall M is not Meeting is peeled off from concrete wall 10a, and can well maintain the bonding on the surface 11 relative to concrete wall 10a for a long time.

(the 2nd implementation method)

Figure 19 and Figure 20 represent the 2nd implementation method of bonding accessory system MS of the invention.In 2nd implementation method, the 1st Replace the described in the 1st implementation method the 1st circumferential support wall for bonding auxiliary implement 100 in bonding auxiliary implement 100 140, and it is provided with circumferential support wall 140a.

In 2nd implementation method, circumferential support wall 140a is formed with two surrounding wall portions 141,142 as shown in Figure 20 or Figure 21, Surrounding wall portion 141 is same with the circumferential support wall 140 described in the 1st implementation method, and the upper end open of wall 130 is linked from ring-type Portion is in upward coaxial and integratedly extends.

Herein, surrounding wall portion 141 is same with the circumferential support wall 140 described in the 1st implementation method, is thickly formed as Ring-type, therefore the surrounding wall portion 141 is same with the circumferential support wall 140 described in the 1st implementation method, in inner circumferential surface portion, As shown in figure 20, the upper end opening portion for wall 130 being linked with ring-type is in coaxially to be integrally formed.

On the other hand, surrounding wall portion 142 connects with from surrounding wall portion 141 as shown in Figure 20 or Figure 21 in coaxially direction and ring-type Tie the mode of the opposite direction extension of wall 130 and be integrally formed.Herein, the surrounding wall portion 142 is to possess compared to surrounding wall portion 141 inner circumferential face and have big internal diameter inner circumferential face mode and formed.Therefore, in surrounding wall portion 141 and surrounding wall portion 142 Border, be formed with ring-type order difference part 141a.

Circumferential support wall 140a possesses multiple wire pieces 143 as shown in any one in Figure 19~Figure 21.The plurality of wire Piece 143 be the ring-type order difference part 141a from circumferential support wall 140a throughout its circumferential direction, at spaced intervals in circumferential support wall Obliquely extend in the inner space of 140a.The respective rugosity of multiple wire pieces 143 is preferably with 0.05 (mm)~5.0 (mm) value within.And, the total length of each wire piece 143 has the value below more than 2 (mm) and the internal diameter of surrounding wall portion 142.Its His structure is same with the 1st implementation method.

In the 2nd implementation method for so constituting like that, the template dismounting operation S7 described in the 1st implementation method In, the 1st gluing described in the 1st implementation method described in the 1st bonding substitution of auxiliary implement 100 described in the 2nd implementation method Auxiliary implement 100 is closed, and in the state of being contained in the collecting hole portion 12 of concrete wall 10a, it is same with the 1st implementation method Two template F of ground dismounting.

Then, after carrying out the treatment of the 2nd bonding auxiliary implement assembling procedure S8 in the same manner as the 1st implementation method, In ensuing mortar painting process S9, premixing mortar is applied all over concrete wall 10a's in the same manner as the 1st implementation method Whole surface 11.

Now, the coating is bonded with covering four the 1st in the 2nd implementation method on the surface of concrete wall 10a Auxiliary implement 100 and the 2nd bonding auxiliary implement 200 mode and carry out.Thus, each 1st bonding in the 2nd implementation method is auxiliary Help utensil 100 in the state of being accommodated in the collecting hole portion 12 of concrete wall 10a, the concrete is embedded in by premixing mortar In wall 10a, and in the same manner as the 1st implementation method, the 2nd bonding auxiliary implement 200 is on the surface 11 of concrete wall 10a Buried by premixing mortar.

Then, in premixing mortar solidification waits operation S10, premixing mortar is waited in the same manner as the 1st implementation method Solidification, be thus identically formed mortar wall M with the 1st implementation method.

When mortar wall M is so formed, described in the 2nd implementation method the 1st bonding auxiliary implement 100 make it is many In the state of individual wire piece 143 is contained in the collecting hole portion 12 of concrete wall 10a with extending from circumferential support wall 140a, with the 2 bonding auxiliary implements 200 are together embedded between mortar wall M and concrete wall 10a.As a result, can be relative to mortar wall M Play bigger anchoring effect.Thus, mortar wall M from the disengaging of concrete wall 10a can better be prevented.

(the 3rd implementation method)

Figure 22 represents the major part of the 3rd implementation method of bonding accessory system MS of the invention.3rd implementation method In, replace multiple snap-latch pieces 120 and possess multiple wire in the 1st bonding auxiliary implement 100 illustrated in the 1st implementation method Piece 121.

The plurality of wire piece 121 is extended in circular arc towards the side of circumferential support wall 140 with from the surface of connector 110 Mode and be integrally formed.Herein, multiple wire pieces 121 are with the rigidity that can be immersed dearly in premixing mortar, and tool There is the mode of the fracture strength of the mortar wall M after sustainable premixing mortar solidification and formed.In addition, the shape in column-shaped is arranged in Multiple wire pieces 121 of state are formed by following manner, i.e. shape its each inner face by pin core, or to apply The mode of extension shapes.Other structures are same with the 1st implementation method.

According to the 3rd implementation method for so constituting, multiple wire pieces 121 with described in the 1st implementation method Multiple snap-latch pieces 120 similarly, can prevent well mortar wall M from concrete wall 10a depart from.Other action effects with it is described 1st implementation method is same.

In addition, the multiple wire pieces 121 described in the 3rd implementation method distinguish variation as shown in figure 23, Figure 24 Shown in another variation shown in shown another variation, Figure 25 and the another variation shown in Figure 26, however it is not limited to circular arc Shape, may be alternatively formed to L-shaped (label 122 in reference picture 23), T-shaped (label 123 in reference picture 24), mushroom (ginseng According to the label 124 in Figure 25) or substantially linear (label 125 in reference picture 26).

(the 4th implementation method)

Figure 27 represents the major part of the 4th implementation method of bonding accessory system MS of the invention.4th implementation method In, the multiple snap-latch pieces 120 described in the 1st implementation method or the 2nd implementation method are real with the 1st implementation method or the 2nd Mode is applied different, as described as follows, with each multiple bending face 114a, 114b together on the surface of connector 110 in radiation Shape ground is formed.

Each multiple bending face 114a, 114b are alternately formed along its circumferential direction on the surface of connector 110, and this is each more Individual bending face 114a, 114b are centered on the box thread hole portion 111 of connector 110 and towards radial direction radially Formed.Herein, each multiple bending face 114a, 114b and the flexure planes described in the 1st implementation method or the 2nd implementation method Portion 114 similarly, in the way of in concave cross section semicircle shape is bent to towards its dorsal part from the surface of connector 110, It is formed on connector 110.In addition, the total length of bending face 114a is shorter than bending face 114b.

In 4th implementation method, multiple snap-latch pieces 120 are facial to cross over the bending relative to each bending face 114a The mode of 114a and be formed with each two snap-latch pieces 120, and relative to each bending face 114b, with facial across bending The mode of 114b and be formed with each five snap-latch pieces 120.Other structures are same with the 1st implementation method or the 2nd implementation method Sample.

According to the 4th implementation method for so constituting, multiple snap-latch pieces 120 and each multiple bending face 114a, 114b is played and the multiple snap-latch pieces 120 described in the 1st implementation method or the 2nd implementation method and multiple bending faces 114 Same effect, so as to may achieve the action effect same with the 1st implementation method or the 2nd implementation method.

(the 5th implementation method)

Figure 28 represents the major part of the 5th implementation method of bonding accessory system MS of the invention.5th implementation method In, bonding accessory system MS possesses the multiple bonding auxiliary implements 100 described in the 1st implementation method, and replaces described Multiple bonding auxiliary implements 200 described in 1st implementation method and possess multiple bonding auxiliary implements 300 (Figure 28 only show list Individual bonding auxiliary implement 300).

In 5th implementation method, in the same manner as the 1st implementation method, multiple bonding auxiliary implement 100 is received respectively It is embedded between mortar wall M and concrete wall 10a in multiple the collecting in hole portion 12 of concrete wall 10a.

And, multiple bonding auxiliary implement 300 and the multiple described in the 1st implementation method bond auxiliary implements 200 Equally, as being illustrated in Figure 28, it is embedded between mortar wall M and concrete wall 10a.In 5th implementation method, bond auxiliary Help utensil 300 same with the bonding auxiliary implement 200 described in the 1st implementation method, the also referred to as the 2nd bonding auxiliary implement 300.In addition, the 2nd bonding auxiliary implement 300 is same with the 2nd bonding auxiliary implement 200, mortar wall M and concrete wall are being embedded in It is front and rear with same structure between 10a.

Multiple bonding auxiliary implements 300 in, each bonding auxiliary implement 300 be with described in the 1st implementation method The 2nd bonding auxiliary implement 200 similarly, be disposed in coagulation at the center of each corresponding rectangular shape profile RL (reference picture 1) The surface 11 of native wall 10a.

It means that in multiple 2nd bonding auxiliary implements 300, positioned at four the 1st rectangular shapes for having corner portion The respective centers of profile RL it is every four bonding auxiliary implement 300, arranged on the surface 11 of concrete wall 10a it is in a rectangular shape, Constitute rectangular shape profile (same with the 1st implementation method below, also referred to as the 2nd rectangular shape profile).

Thus, in multiple 2nd bonding auxiliary implements 300, every four the 2nd bondings of the 2nd rectangular shape profile are constituted Auxiliary implement 300 plays following effects, i.e. play well by the 2nd mortar wall M that brings of bonding auxiliary implement 300 relative to The bonding auxiliary force of concrete wall 10a.

And then, it is same with the 1st implementation method, by positioned at the four of four corners portion of the 1st rectangular shape profile RL Individual 1st bonding auxiliary implement 100 and auxiliary implement 300 is bonded positioned at the 2nd of the 1st rectangular shape profile RL centers, and only by the The situation of the bonding auxiliary force that 1 bonding auxiliary implement 100 brings is compared, and is played and further strengthen mortar wall M relative to concrete The effect of the bonding auxiliary force of wall 10a.

Next, being illustrated to the multiple 2nd structure for bonding auxiliary implement 300.The plurality of 2nd bonding auxiliary implement 300 are formed with being respectively provided with mutually isostructural mode.Therefore, fetch bit bonds the 2nd of the center of auxiliary implement 100 in four the 1st Its structure is illustrated as a example by bonding auxiliary implement 300 (being also referred to as center side bonding auxiliary implement 300 below).

Center side bonding auxiliary implement 300 is to bond assistor by with the center side described in the 1st implementation method Tool 200 forms the same formation material of material, as shown in any one in Figure 28~Figure 34, be provided integrally with substrate 310, The mode of 320, four hook portion 330a~330d of multiple snap-latch pieces and multiple snap-latch pieces 340, is formed by resin injection molding. In addition, in the 5th implementation method, below, multiple snap-latch pieces 320 are also referred to as outer circumferential side snap-latch piece 320, and, below, multiple card Close piece 340 and be also referred to as multiple surface sides snap-latch piece 340.

Substrate 310 for discoideus, the substrate 310 as shown in any one in Figure 28~Figure 32, possess central aperture portion 311, Aperture portion 313a~313k and 313n on the outside of four inner side aperture portions 312a~312d and 12.In 5th implementation method, base The thickness T1 and external diameter V1 of plate 310 are each set to T1=0.7 (mm) and V1=32 (mm) (reference picture 34 and Figure 33).

Central aperture portion 311 is to be formed as manhole shape in the central portion of substrate 310.Four inner side aperture portion 312a~ 312d is on substrate 310, along the peripheral part of central aperture portion 311, to be equiangularly spaced and be formed as a generally rectangular through hole shape. In 5th implementation method, the internal diameter U1 of central aperture portion 311 is set to U1=6 (mm) (reference picture 33).

And, aperture portion 313a~313k and 313n is respectively on substrate 310, in four interior STHs on the outside of 12 The outer circumferential side of portion 312a~312d is formed as rectangular through-hole shape in side long, and this 12 outside aperture portion 313a~313k and 313n are such as Shown in Figure 31, it is arranged on substrate 310 in the mode parallel to each other along above-below direction.

Two outsides of the side of left and right two in this 12 outside aperture portion 313a~313k and 313n, in Figure 31 Aperture portion 313a, 313n is in left and right directions center line X1 (reference picture 31) relative to substrate 310 and symmetrical position It is formed at substrate 310, and in above-below direction center line Y1 (reference picture 31) relative to substrate 310 and position shape symmetrical above and below Into in substrate 310.In addition, the left and right directions center line X1 and above-below direction center line Y1 be on the surface of substrate 310 each other just Hand over.

Each two outside aperture portion 313b, 313c and 313j, 313k be two outside aperture portions 313a, 313n inner side (in The side of central aperture portion 311), be formed at substrate 310 in the symmetrical position relative to left and right directions center line X1, and relative to Above-below direction center line Y1 and position symmetrical above and below is formed at substrate 310.

Each two outside aperture portion 313d, 313e and 313h, 313i be each two outside aperture portion 313b, 313c and 313i, The inner side (side of central aperture portion 311) of 313k, symmetrical position is formed at substrate relative to left and right directions center line X1 310, and relative to above-below direction center line Y1, position symmetrical above and below is formed at substrate 310.

And, two outside aperture portions 313f, 313g are two inner sides on left and right directions center line X1 on substrate 310 The both sides up and down of aperture portion 312a, 312b, as shown in figure 31, in the position symmetrical above and below relative to above-below direction center line Y1 Formed.

Multiple snap-latch pieces 320 as shown in any one in Figure 28~Figure 31, with from the peripheral part of substrate 310 towards radius side Formed to the mode for radially extending.

The plurality of outer circumferential side snap-latch piece 320 is respectively provided with identical structure, therefore takes the plurality of outer circumferential side snap-latch piece 320 Illustrated as a example by one outer circumferential side snap-latch piece 320.The one outer circumferential side snap-latch piece 320 as shown in Figure 28 or Figure 33, by two foots 321st, 322 and wrist 323 be formed as U-shaped.

That is, in the outer circumferential side snap-latch piece 320, foot 321 bends with from the peripheral part of substrate 320 towards its face side Extend into the mode of L-shaped.Wrist 323 with from the extended end portion of foot 321 along the radial direction of substrate 310 outward It is bent into the mode of L-shaped and extends.And, foot 322 is with from the extended end portion of wrist 323 towards the rear side of substrate 310 It is bent into the mode of L-shaped and extends.

In 5th implementation method, each outer circumferential side snap-latch piece 320 is with the rigidity that can be immersed in premixing mortar, and tool There is the mode of the fracture strength of the mortar wall M after sustainable premixing mortar solidification and formed.

Four hook portion 330a~330d play each pad WS (reference picture 3) described in support the 1st implementation method Effect, four hook portion 330a~330d are as shown in figure 29 respectively, with from four inner side aperture portion 312a~312d towards substrate Mode that 310 face side extends and formed.In 5th implementation method, each two opposite hooks in four hook portion 330a~330d It is between the extension bottom from substrate 310 in portion, be set to along the interval W1 on the surface of substrate 310 W1=13 (mm) (ginseng According to Figure 33).

Herein, the hook portion 330a in four hook portion 330a~330d as shown in figure 29, is integrally formed in its bottom The upper edge part of inner side aperture portion 312a.330a is as shown in any one in Figure 29, Figure 33 and Figure 34 for the hook portion, possesses rise part 331 and kink 332, rise part 331 is extended in the way of being erect towards the surface of substrate 310 from the bottom. And, kink 332 be with from the extended end portion of rise part 331 parallel to substrate 210 outwardly towards the lateral bending of central aperture portion 311 It is converted into the mode of L-shaped and extends.

Remaining hook portion 330b, 330c and 330d are in the same manner as hook portion 330a, comprising rise part 331 and kink 332. Hook portion 330b as shown in figure 29, is integrally formed in the downside edge of inner side aperture portion 312b in its bottom.In the hook portion In 330b, rise part 331 as shown in figure 29, is extended in the way of being erect towards the surface of substrate 310 from the bottom. And, kink 332 is the direction in the way of the extended end portion of the rise part 331 from hook portion 330b is parallel to the surface of substrate 310 Hook portion 330a lateral bendings are converted into L-shaped and extend.

Hook portion 330c as shown in figure 29, is formed at the left side edge of inner side aperture portion 312c in its bottom.In the hook portion In 330c, rise part 331 is extended in the way of being erect towards the surface of substrate 310 from the bottom.And, bending Portion 332 is in the way of the extended end portion of the rise part 331 from hook portion 330c is parallel to the surface of substrate 310, towards central aperture portion 311 lateral bendings are converted into L-shaped and extend.

And, hook portion 330d as shown in figure 29, is formed at the right side edge of inner side aperture portion 312d in its bottom. In hook portion 330d, rise part 331 is extended in the way of being erect towards the surface of substrate 310 from the bottom.And And, kink 332 is in the way of the extended end portion of the rise part 331 from hook portion 330d is parallel to the surface of substrate 310, towards hook Portion's 330c lateral bendings are converted into L-shaped and extend.

The four hook portion 330a~330d for constituting in the above described manner are pressed from both sides between its each kink 332 and central aperture portion 311 Hold and support pad WS (reference picture 3).Herein, four hook portion 330a~330d are that equiangularly interval is formed at substrate 310 Surface, thus pad WS can be overall throughout it and stably be supported relative to substrate 310 by four hook portion 330a~330d.

Multiple surface side snap-latch pieces 340 as shown in figure 31, constitute left and right sides snap-latch piece group 340a and upper and lower both sides snap-latch piece Group 340b.

Left and right sides snap-latch piece group 340a in Figure 31, with symmetrical each other relative to left and right directions center line X1 Structure is formed at substrate 310.

In left and right sides snap-latch piece group 340a, left side snap-latch piece group 340a is as shown in figure 31, with positioned at left side Seven surface side snap-latch pieces 340 (left side snap-latch piece 340).Seven surface side snap-latch pieces 340 are as shown in figure 31, with along outside aperture portion The long side direction of 313a separates predetermined distance and is arranged parallel to each other, and in left-right direction across and outside aperture portion 313a Mode, and as shown in figure 29, in the way of being protruded in semicircular towards the surface of substrate 310 from outside aperture portion 313a And formed.In 5th implementation method, each surface side snap-latch piece 340 and each surface side snap-latch piece described in the 1st implementation method 230 is same, with the rigidity that can be immersed in premixing mortar, and with the disconnected of the mortar wall M after the solidification of sustainable premixing mortar The mode of resistance to spalling and formed.

And, left side snap-latch piece group 340a has positioned at seven the three of the inner side (side of central aperture portion 311) of left side snap-latch pieces 340 Individual upper left inner side snap-latch piece 340 and three lower-lefts inner side snap-latch piece 340.

Three upper lefts inner side snap-latch piece 340 as shown in figure 31, is opened with along on the outside of the aperture portion 313a upper right sides of outside The long side direction of hole portion 313b separates predetermined distance and is arranged parallel to each other, and crosses over outside aperture portion in left-right direction The mode of 313b, and be in semicircular with the face side from outside aperture portion 313b towards substrate 310 from Figure 29 and Figure 31 Prominent mode and formed.On the other hand, three lower-lefts inner side snap-latch piece 340 as shown in figure 31, outside aperture portion is located at edge The long side direction of the outside aperture portion 313c of 313a lower right sides separates predetermined distance and is arranged parallel to each other, and along right and left To the mode across outside aperture portion 313c, and from Figure 29 and Figure 31, with from outside aperture portion 313c towards substrate 310 Face side in semicircular protrude mode and formed.

And, snap-latch piece group 340a in right side is comprising 11 left side snap-latch pieces 340 with left side snap-latch piece group 340a and respectively Inner side snap-latch piece 330 distinguishes inner side snap-latch piece under corresponding 11 right side snap-latch pieces 340 and each three upper rights under three upper lefts 340。

Herein, 11 right side snap-latch pieces 340 are to be in the left and right directions center line X1 with substrate 310 as shown in figure 31 Benchmark and the position symmetrical with 11 of 340a left side snap-latch pieces 340 of left side snap-latch piece group, with along outside aperture portion 313n's Long side direction separates predetermined distance and is arranged parallel to each other, and in left-right direction across the mode of outside aperture portion 313n, And from Figure 29 and Figure 31, in the way of the face side from outside aperture portion 313n towards substrate 310 is protruded in semicircular And formed.

And, three right upper medial snap-latch pieces 340 as shown in figure 31, the outer of outside aperture portion 313n upper left sides are located at edge The long side direction of STH portion 313j separates predetermined distance and is arranged parallel to each other, and crosses over outer STH in left-right direction The mode of portion 313j, and be in semi-ring with the face side from outside aperture portion 313i towards substrate 310 from Figure 29 and Figure 31 Shape protrude mode and formed.

On the other hand, three bottom rights inner side snap-latch piece 340 as shown in figure 31, outside aperture portion 313n lower left side is located at edge The long side direction of outside aperture portion 313k separate predetermined distance and be arranged parallel to each other, and cross over outside in left-right direction The mode of aperture portion 313k, and from Figure 29 and Figure 31, be in towards the face side of substrate 310 with from outside aperture portion 313k Semicircular protrude mode and formed.

Snap-latch piece group 340b is as shown in figure 31 for upper and lower both sides, so that relative to above-below direction center line Y1, self is symmetrical Structure be formed on substrate 310.

In the upper and lower both sides snap-latch piece group 340b, upside snap-latch piece group 340b is as shown in figure 31, in the left and right of substrate 310 Direction center (corresponding with left and right directions center line X1), with two center side snap-latch pieces 340, two center side snap-latch pieces 340 as shown in figure 31, is arranged parallel to each other so that the long side direction along outside aperture portion 313f separates predetermined distance, and edge Left and right directions across outside aperture portion 313f mode, and from Figure 29 and Figure 31, with from the outside aperture portion 313f directions The face side of substrate 310 is formed in the mode of semicircular protrusion.

And, upside snap-latch piece group 340b is as shown in figure 31, with positioned at two three of the left side of center side snap-latch pieces 340 Central left side snap-latch piece 340, this three centers left side snap-latch piece 340 is to separate rule with the long side direction along outside aperture portion 313d Fixed interval and be arranged parallel to each other, and as shown in figure 31, in left-right direction across the mode of outside aperture portion 313d, and by Knowable to Figure 29 and Figure 31, the shape in the way of the face side from outside aperture portion 313d towards substrate 310 is protruded in semicircular Into.

And, upside snap-latch piece group 340b as shown in figure 31, be located relative to left and right directions center line X1 and with three Three centers right side snap-latch piece 340 at the symmetrical position of individual center left side snap-latch piece 340, this three centers right side snap-latch piece 340 as shown in figure 31, is arranged parallel to each other so that the long side direction along outside aperture portion 313h separates predetermined distance, and edge Left and right directions across outside aperture portion 313h mode, and from Figure 29 and Figure 31, with from the outside aperture portion 313h directions The face side of substrate 310 is formed in the mode of semicircular protrusion.

And, downside snap-latch piece group 340b as shown in figure 31, has two center sides in the left and right directions center of substrate 310 Snap-latch piece 340, two center side snap-latch pieces 340 as shown in figure 31, rule are separated with the long side direction along outside aperture portion 313i Fixed interval and be arranged parallel to each other, and in left-right direction across the mode of outside aperture portion 313i, and by Figure 29 and Figure 31 Understand, formed in the way of the face side from outside aperture portion 313i towards substrate 310 is protruded in semicircular.

And, downside snap-latch piece group 340b is as shown in figure 31, with positioned at two three of the left side of center side snap-latch pieces 340 Central left side snap-latch piece 340, this three centers left side snap-latch pieces 340 as shown in figure 31, with along the side long of outside aperture portion 313e Direction separates predetermined distance and is arranged parallel to each other, and in left-right direction across the mode of outside aperture portion 313e, and by Knowable to Figure 29 and Figure 31, the shape in the way of the face side from outside aperture portion 313e towards substrate 310 is protruded in semicircular Into.

And, downside snap-latch piece group 340b as shown in figure 31, be located relative to left and right directions center line X1 and with three Three centers right side snap-latch piece 340 at the symmetrical position of individual center left side snap-latch piece 340, this three centers right side snap-latch piece 340 as shown in figure 31, is arranged parallel to each other so that the long side direction along outside aperture portion 313k separates predetermined distance, and edge Left and right directions across outside aperture portion 313k mode, and from Figure 29 and Figure 31, with from the outside aperture portion 313k directions The face side of substrate 310 is formed in the mode of semicircular protrusion.In addition, in the 5th implementation method, each surface side snap-latch piece 340 The height H1 counted from the back side of substrate 310 at top is set to H1=2.1 (mm) (reference picture 34).

The center side bonding auxiliary implement 300 for constituting in the above described manner as shown in figure 28, substrate 310 is engaged with its back side To the surface of concrete wall 10a, and concrete screw SC is passed through with its post portion it is maintained at four hook portion 330a~330d's The hollow bulb of the pad WS between the central aperture portion 311 of each kink and substrate 310 and the central aperture portion 311 of substrate 310 and consolidate Concrete wall 10a is connected to, thus pad WS is held between the head of concrete screw SC and concrete wall 10a, so that quilt It is embedded between concrete wall 10a and mortar wall M.Other structures are same with the 1st implementation method.

In the 5th implementation method for constituting in the above described manner, when the mould for terminating Figure 14 in the same manner as the 1st implementation method During the treatment of plate dismounting operation S7, in the ensuing 2nd bonding auxiliary implement assembling procedure S8, replace the 1st embodiment party Center side bonding auxiliary implement 200 described in formula, and the center side in multiple bonding auxiliary implement 300 is bonded into auxiliary Utensil 300 is assembled to one of template F.

That is, center side bonds auxiliary implement 300 on substrate 310, is arranged in the surface 11 with concrete wall 10a the The central relative corresponding position (reference picture 1 and Figure 35) of 1 rectangular shape profile RL.Now, substrate 310 is such as schemed with its back side Shown in 35, concrete is arranged in the way of multiple snap-latch pieces 340 and four hook portion 330a~330d is protruded upward The surface 11 of wall 10a.

Under this kind of setting state, the pad WS described in the 1st implementation method is as shown in figure 35, by four hook portions 330a~330d and be arranged at the ring-type position centered on central aperture portion 311 in substrate 310 (below in the 5th embodiment party Central annular position P is also referred to as in formula) on.

Herein, pad WS overcomes its elastic force and in the way of expanding, sets by the extended end portion for making each hook portion 330a~330d In on the P of central annular position.Therefore, pad WS is in the inner side of each hook portion 330a~330d, be clamped in each hook portion 330a~ Between the extended end portion of 330d and the annular center position P of substrate 310.In addition, the central annular position in the 5th implementation method P refers to be formed at base in the inner side (side of central aperture portion 311) of the extension bottom from substrate 310 of each hook portion 330a~330d Annular section on plate 310.

In the above described manner after holding shim WS, with its post portion through pad WS's by concrete screw SC as shown in figure 35 The central aperture portion 311 of hollow bulb and substrate 310 and be solidly connected to concrete wall 10a in the same manner as the 1st implementation method.

As described above, when the 2nd bonding auxiliary implement 300 (center side bonds auxiliary implement 300) and the 1st implementation method Described in four the 1st bonding assemblings of the auxiliary implement 100 relative to concrete wall 10a at the end of, in ensuing pre- sand cutting In slurry painting process s9, by premixing mortar as shown in Fig. 2 and Figure 28, in the same manner as the 1st implementation method, apply all over concrete wall The whole surface 11 of 10a.

Thus, the 1st bonding auxiliary implement 100 described in the 1st implementation method is being accommodated in concrete wall 10a's In the state of housing in hole portion 12, it is embedded in concrete wall 10a by premixing mortar, and the 2nd bonding auxiliary implement 300 exists Buried by premixing mortar on the surface 11 of concrete wall 10a.

Be accompanied by this, with the 1st implementation method described in the same manner as, premixing mortar immersion the 1st bond auxiliary implement 100 It is interior, and in the 2nd bonding auxiliary implement 300, the surface of substrate 310 is reached by multiple surface side snap-latch pieces 340.Herein, The premixing mortar for so reaching the surface of substrate 310 by multiple surface side snap-latch pieces 340 like that passes through each two sides adjacent to each other Each inside of the multiple outside aperture portion 313a~313k, 313n between side snap-latch piece 340 and throughout substrate 310.

After premixing mortar painting process S9 as described above, in the solidification of ensuing premixing mortar waits operation S10, The stipulated time is waited, untill the premixing mortar on the surface 11 for coating concrete wall 10a as described above solidifies.Companion With in this, when the premixing mortar solidifies, mortar wall M is formed on the surface 11 of concrete wall 10a.

As described above, according to the 5th implementation method, each 2nd bonding auxiliary implement 300 is except multiple surface side cards Close beyond piece 340, it is different from each 2nd bonding auxiliary implement 200 illustrated in the 1st implementation method, and come with the structure Possess multiple outer circumferential side snap-latch pieces 320.

Thus, radially extended from the peripheral part of substrate 310 by multiple outer circumferential side snap-latch pieces 320, so that work as will When premixing mortar bonds auxiliary implement 300 and is applied to the surface 11 of concrete wall 10a by the mortar as described above, Mortar bonding auxiliary implement 300 not only by multiple surface sides snap-latch pieces 340, also by multiple outer circumferential side snap-latch pieces 320 come Engage with premixing mortar.

Therefore, when premixing mortar solidifies and becomes mortar wall M, mortar bonding auxiliary implement 300 is not only by more Individual surface side snap-latch piece 340, is also sticked in mortar wall M securely by multiple outer circumferential side snap-latch pieces 320 inside it.Its knot Really, mortar bonding auxiliary implement 300, can also be by more not only by the multiple surface side snap-latch pieces 340 protruded from substrate 310 Mortar wall M is supported in individual outer circumferential side snap-latch piece 320 surface 11 of concrete wall 10a.Thus, by mortar bonding assistor Bonding auxiliary forces of the mortar wall M relative to concrete wall 10a that tool 300 brings can obtain further reinforcing.

Herein, in each the 2nd bonding auxiliary implement 300, the upper and lower each side engaging of multiple surface side snap-latch pieces 340 or left and right Piece group 340a, 340b respectively the surface of substrate 310 relative to left and right directions center line X1 and above-below direction center line Y1 this two Person and be symmetrically arranged, therefore by each surface side snap-latch piece 340 or each side snap-latch piece group 340a, 340b bring relative to mortar wall The bonding auxiliary force of M can equably be played throughout the whole surface of substrate 310.As a result, mortar bonding assistor The bonding auxiliary force of tool 300 can stably obtain reinforcing.

As a result, in the 5th implementation method, the bonding auxiliary based on bonding accessory system, mortar wall M is relative to concrete The bonding force (anchoring effect) of wall 10a can more stably be strengthened.It means that mortar wall can be prevented for a long time and better M comes off from concrete wall 10a.

(the 6th implementation method)

Figure 36 represents the major part of the 6th implementation method of bonding accessory system MS of the invention.6th implementation method In, bonding accessory system MS possesses the multiple bonding auxiliary implements 100 described in the 1st implementation method, and replaces described Multiple described in 1st implementation method bonds auxiliary implements 200 and possesses multiple bonding auxiliary implement 200A and (only shown in Figure 36 Single bonding auxiliary implement 200A).

In 6th implementation method, in the same manner as the 1st implementation method, multiple bonding auxiliary implement 100 is received respectively It is embedded between mortar wall M and concrete wall 10a in multiple the collecting in hole portion 12 of concrete wall 10a.

And, multiple bonding auxiliary implement 200A and the multiple described in the 1st implementation method bond auxiliary implements 200 Equally, as being illustrated in Figure 36, it is embedded between mortar wall M and concrete wall 10a.In 6th implementation method, bond auxiliary Help utensil 200A same with the bonding auxiliary implement 200 described in the 1st implementation method, the also referred to as the 2nd bonding auxiliary implement 200A.In addition, the 2nd bonding auxiliary implement 200A is same with the 2nd bonding auxiliary implement 200, mortar wall M and concrete are being embedded in It is front and rear with same structure between wall 10a.

Bonding auxiliary implement 200A is formed with being respectively provided with mutually isostructural mode.Therefore, take and implement the described 1st The bonding that the center substitution of four bondings auxiliary implement 100 (reference picture 1) described in mode bonds auxiliary implement 200 and sets Its structure is illustrated as a example by auxiliary implement 200A (being also referred to as center side bonding auxiliary implement 200A below).

Center side bonding auxiliary implement 200A has structure as described below, i.e. described in the 1st implementation method Center side bonding auxiliary implement 200 in, abolish four inner side 212a~212d and four hook portion 220a~220d of aperture portion, and And it is additionally provided with multiple snap-latch pieces 250 (being also referred to as outer circumferential side snap-latch piece 250 below).

Multiple outer circumferential side snap-latch pieces 250 as shown in any one in Figure 36~Figure 41, with from the peripheral part direction of substrate 210 The mode that radial direction radially extends, by it is same with substrate 210 form material and with the one landform of substrate 210 Into.Herein, the plurality of outer circumferential side snap-latch piece 250 is with the rigidity that can be immersed in premixing mortar, and with sustainable premixing Mortar solidification after mortar wall M fracture strength mode and formed.

Multiple outer circumferential side snap-latch pieces 250 are respectively provided with identical structure, thus take in the plurality of outer circumferential side snap-latch piece 250 one Illustrated as a example by outer circumferential side snap-latch piece 250.The one outer circumferential side snap-latch piece 250 as shown in any one in Figure 36~Figure 41, Formed in the way of turning into L-shaped by wrist 251 and foot 252.

That is, in the outer circumferential side snap-latch piece 250, wrist 251 be in its bottom, substrate 210 peripheral part from its Face side is integrally formed, and the wrist 251 extends from the bottom towards foreign side towards the radial direction of substrate 210.And, pin Portion 252 is extended in the way of being bent into L-shaped towards the rear side of substrate 210 from the extended end portion of wrist 251.

In 6th implementation method, central aperture portion 211 described in the substitution of substrate 210 described in the 1st implementation method and have The internal diameter U1 of central aperture portion 211a, central aperture portion 211a, less than the internal diameter U of central aperture portion 211, is U2=6.4 (mm) (reference picture 41).And, the thickness of the substrate 210 described in the 6th implementation method is T2=0.7 (mm), is thinner than the 1st implementation method Described in substrate 210 thickness T (reference picture 12 and Figure 40).Other structures are same with the 1st implementation method.

It is same with the 1st implementation method in the 6th implementation method for constituting in the above described manner, when the mould for terminating Figure 14 During the treatment of plate dismounting operation S7, in the ensuing 2nd bonding auxiliary implement assembling procedure S8, replace the 1st embodiment party Center side described in formula bonds auxiliary implement 200 and the center sides in multiple bonding auxiliary implement 200A is bonded into auxiliary Utensil 200A is assembled to one of template F.

That is, center side bonding auxiliary implement 200A over the substrate 210, is arranged in the surface 11 with concrete wall 10a The central relative corresponding position (reference picture 1 and Figure 46) of the 1st rectangular shape profile RL.Now, substrate 210 is with its back side, such as Shown in Figure 46, the surface 11 of concrete wall 10a is arranged in the way of multiple surface side snap-latch pieces 230 is protruded upward.

Under this kind of setting state, annular component WS1 replaces the pad WS described in the 1st implementation method, used as ring Shape shim member, and as shown in any one in Figure 36 and Figure 46, the central aperture portion of substrate 210 is assembled in the following manner 211a。

Herein, annular component WS1 is in the way of with structure shown in Figure 42~Figure 45, by with the identical shape of substrate 210 Into material, it is integrally formed by ester moulding.Annular component WS1 possesses annular plate 260a, annular projection 260b, many Individual inner side wire piece 260c and multiple outside wire piece 260d.

Annular plate 260a is seated at the ring-type position centered on central aperture portion 211a of substrate 210 (below the 6th In implementation method be also referred to as central annular position P1) on (reference picture 36 and Figure 46).In addition, the hollow bulb of annular plate 260a Inner peripheral surface is formed as vertical section end and narrows shape.

Annular projection 260b be with from the peripheral part of the hollow bulb of annular plate 260a downward in extending coaxially into Mode and formed, as shown in Fig. 6 or Figure 46, annular projection 260b is from its face side in coaxial and be embedded in substrate in liquid-tight manner In 210 central aperture portion 211a.

Multiple inner side wire piece 260c in its each bottom, annular plate 260a hollow bulb peripheral part along its week just It is integrally formed to the face side at spaced intervals from annular plate 260a, the plurality of inner side wire piece 260c is with from each bottom End is directed away from the curved shape that the direction on annular plate 260a surfaces is gently protruded, and towards in annular plate 260a The heart obliquely extends (reference picture 42 and Figure 45).In addition, each inner side wire piece 260c is in its extended end portion, towards ring-shaped flat The hollow bulb of plate 260a and bend to L-shaped.

And, multiple outside wire piece 260d in each bottom, annular plate 260a outer peripheral face along its week just To being integrally formed at spaced intervals, the plurality of outside wire piece 260d is to be directed away from annular plate 260a with from each bottom The direction on surface and the curved shape that gently protrudes, towards annular plate 260a foreign side and towards radial direction obliquely Extend (reference picture 42 and Figure 45).In addition, each outside wire piece 260d is in its extended end portion, towards the hollow of annular plate 260a Portion side and bend to L-shaped.

Herein, in annular component WS1, the external diameter G and thickness F 1 of annular plate 260a are respectively G=13 (mm) and F1= The outer diameter D 1 of 1 (mm), annular projection 260b, internal diameter D2 and axial length F2 are respectively D1=6.3 (mm), D2=4.3 (mm) and F2=1 (mm) (in reference picture 43 and Figure 45 any one).And, the circle that each extended end portion of wire piece 260d on the outside of multiple is linked to be The diameter Z in week is Z=18.3 (mm), from each extended end portion of the plurality of outside wire piece 260d to the extension of annular projection 260b The height E of end is E=4.35 (mm) (in reference picture 43 and Figure 45 any one).And, multiple inner side wire piece 260c and The respective rugosity of multiple outside wire piece 260d is 0.7 (mm).In addition, each described size in annular component WS1 is with following Mode is selected, i.e. multiple inner side wire piece 260c and multiple outside wire piece 260d have can dearly immerse premixing mortar Interior rigidity, and with the fracture strength of the mortar wall M after the solidification of sustainable premixing mortar.

Then, the annular component WS1 for constituting as described above is so that annular projection 260b is embedded in substrate in liquid-tight manner Mode in 210 central aperture portion 211a, the central annular position of substrate 210 is seated at annular plate 260a from its face side P1, is assembled to substrate 210 therefrom.

It is accompanied by this, multiple inner side wire piece 260c peripheral parts respectively from the hollow bulb of annular plate 260a are towards wherein Centre obliquely, and towards annular plate 260a surface foreign side be in the bending that gently protrudes extend, it is also, multiple Outside wire piece 260d respectively to be directed away from the curved shape that the direction on annular plate 260a surfaces is gently protruded, from the ring The outer peripheral face of shape flat board 260a along the radial direction of annular plate 260a towards the surface skew back foreign side obliquely Extend.

When annular component WS1 is so completed relative to the assembling of substrate 210, by concrete screw SC1 such as Figure 46 It is shown, with its post portion through annular component WS1 the hollow bulb of annular plate 260a and the central aperture portion 211a of substrate 210 and with 1st implementation method is substantially similarly solidly connected to concrete wall 10a.Herein, the head of concrete screw SC1 is formed as dish Shape, the concrete screw SC1 is narrowed shape in the hollow bulb of annular plate 260a with the disk like head along its vertical section end Inner peripheral surface and take a seat.

As described above, as the 2nd bonding auxiliary implement 200A (center side bonds auxiliary implement 200A) and the 1st embodiment party At the end of four the 1st bonding assemblings of the auxiliary implement 100 relative to concrete wall 10a described in formula, in ensuing premixing In mortar painting process S9, in the same manner as the 1st implementation method, apply all over concrete wall 10a by premixing mortar as shown in figure 36 Whole surface 11.

Thus, the 1st bonding auxiliary implement 100 described in the 1st implementation method is being accommodated in concrete wall 10a's In the state of housing in hole portion 12, it is embedded in concrete wall 10a by premixing mortar, and the 2nd bonding auxiliary implement 200A Buried by premixing mortar on the surface 11 of concrete wall 10a.

It is accompanied by this, same with described in the 1st implementation method, premixing mortar immersion the 1st bonds auxiliary implement 100 It is interior, and in the 2nd bonding auxiliary implement 200A, by wire piece 260c, multiple outside wire piece 260d, multiple on the inside of multiple Outer circumferential side snap-latch piece 250 and multiple surface sides snap-latch piece 230 and reach the surface of substrate 210.

Herein, the premixing mortar on the surface of substrate 210 is so reached by multiple surface side snap-latch pieces 230 like that with described the It is same described in 1 implementation method, each inside of aperture portion 313a~313k, 313n on the outside of the multiple of substrate 210.

And, reach the surface of substrate 210 by multiple outer circumferential side snap-latch pieces 250 in premixing mortar as described above During, the premixing mortar snaps into the outer peripheral face of each outer circumferential side snap-latch piece 250 securely.Now, in each outer circumferential side snap-latch piece In 250, wrist 251 is formed in the way of the extended end portion from foot 252 bends to L-shaped, therefore the premixing mortar is also firm Admittedly snap into the bending section of each outer circumferential side snap-latch piece 250.

And, in premixing mortar as described above by wire piece 260d on the outside of wire piece 260c on the inside of multiple and multiple And during reaching the surface of substrate 210, the premixing mortar snaps into multiple inner side wire piece 260c and multiple outsides securely Each outer peripheral face of wire piece 260d.Also, the extension of the extended end portion of each inner side wire piece 260c and each outside wire piece 260d End bends to L-shaped, therefore premixing mortar relative to each inner side wire piece 260c and each outside wire piece 260d as described above Extended end portion and engage securely.

After premixing mortar painting process S9 as described above, in the solidification of ensuing premixing mortar waits operation S10, When the premixing mortar on the surface 11 for coating concrete wall 10a as described above solidifies, on the surface of concrete wall 10a Mortar wall M is formed on 11.

As described above, according to the 6th implementation method, each 2nd bonding auxiliary implement 200A is real with the described 1st Each 2nd bonding auxiliary implement 200 illustrated in mode is applied different, in addition to multiple surface side snap-latch pieces 230, also with the structure And possess multiple outer circumferential side snap-latch pieces 250.

Also, annular component WS1 has multiple inner side wire piece 260c and multiple outside wire piece 260d, thus available The plurality of inner side wire piece 260c and multiple outside wire piece 260d engages securely with premixing mortar.

Therefore, when premixing mortar solidifies and becomes mortar wall M, mortar bonding auxiliary implement 200A is not only by more Individual surface side snap-latch piece 230, also by multiple inner side wire piece 260c of multiple outer circumferential side snap-latch pieces 250 and annular component WS1 and Multiple outside wire piece 260d, and it is sticked in mortar wall M securely inside it.

Thus, multiple surface side snap-latch pieces of the mortar with bonding auxiliary implement 200A not only by being protruded from substrate 210 230, can also be by multiple outer circumferential side snap-latch pieces 250 and multiple inner side wire piece 260c and multiple out conductors of annular component WS1 Mortar wall M is supported in shape piece 260d the surface 11 of concrete wall 10a.Thus, by mortar bonding auxiliary implement 200A bands Bonding auxiliary forces of the mortar wall M relative to concrete wall 10a come can obtain further reinforcing.

Herein, in each the 2nd bonding auxiliary implement 200A, multiple surface side snap-latch pieces 230 and multiple outer circumferential side snap-latch pieces 250 respectively symmetrically set on the surface of substrate 210 relative to left and right directions center line and both above-below direction center line Put, therefore can be throughout the whole table of substrate 210 by the bonding auxiliary force relative to mortar wall M that each surface side snap-latch piece 230 brings Face and equably play.And, this can also equally be reached by following manner, i.e.,：Multiple inside cords of annular component WS1 Shape piece 260c and multiple outside wire piece 260d similarly, with the surface of substrate 210 relative to left and right directions center line and Mode that both above-below direction center lines are symmetrically arranged and set.

As a result, in the 6th implementation method, the bonding auxiliary based on bonding accessory system, mortar wall M is relative to concrete The bonding force (anchoring effect) of wall 10a can stably obtain further reinforcing.It means that sand can be prevented for a long time and better Slurry wall M comes off from concrete wall 10a.

And, in the 6th implementation method, the annular component WS1 and annular component WS1 described in the 1st implementation method Difference, is to form material (resin material) by same with substrate 210, by integrally formed in the way of with the structure Formed.Therefore, annular component WS1 can freely be designed to engage required shape well with premixing mortar.

(the 7th implementation method)

Figure 47 represents the major part of the 7th implementation method of bonding accessory system MS of the invention.7th implementation method In, bonding accessory system MS possesses the multiple bonding auxiliary implements 100 described in the 1st implementation method, and replaces described Multiple described in 5th implementation method bonds auxiliary implements 300 and possesses multiple bonding auxiliary implement 300A and (only shown in Figure 47 Single bonding auxiliary implement 300A).

Multiple bonding auxiliary implement 300A is using the multiple bonding auxiliary implements 300 described in the 5th implementation method Four inner side 312a~312d and four structures of hook portion 330a~330d of aperture portion are abolished in (reference picture 31).In addition, the 7th In implementation method, bonding auxiliary implement 300A is also referred to as the 2nd bonding auxiliary implement 300A.Multiple bonding auxiliary implement 300A is each Other structures with multiple bonding auxiliary implements 300 each it is same.

And, in the 7th implementation method, the center side described in the 5th implementation method is bonded auxiliary implement by substitution The 300 pad WS (reference picture 18) used when being assembled to the surface 11 of concrete 10 by substrate 310, when will be with center side Bonding auxiliary implement 300 corresponding center side bonding auxiliary implement 300A is assembled to the surface of concrete 10 by substrate 310 When 11, using the annular component WS1 (reference picture 42) described in the 6th implementation method.Other structures and the 5th embodiment party Formula is same.

It is same with the 5th implementation method in the 7th implementation method for constituting in the above described manner, when the mould for terminating Figure 14 During the treatment of plate dismounting operation S7, in the ensuing 2nd bonding auxiliary implement assembling procedure S8, replace the 5th embodiment party Center side bonding auxiliary implement 300 described in formula, and the center side bonding in multiple bonding auxiliary implement 300A is auxiliary Help utensil 300A in the same manner as center side bonding auxiliary implement 300, be assembled to one of template F.

Under this kind of assembled state, annular component WS1 replaces the pad WS described in the 5th implementation method, and such as schemes Shown in any one in 47~Figure 51, the central aperture portion 311a of substrate 310 is assembled in the following manner.In addition, the 7th embodiment party In formula, the central aperture portion 311a of substrate 310 is created as the central aperture portion than the substrate 310 described in the 5th implementation method 311 is small, and with the central aperture portion 211a identical values of the substrate 210 described in the 6th implementation method.

Then, annular component WS1 is so that annular projection 260b is inlaid in the central aperture portion 311a of substrate 310 in liquid-tight manner Mode, with annular plate 260a from its face side be seated at substrate 310 central annular position (correspond to the described 6th implement Central annular position P1 described in mode), thus it is assembled to substrate 310.

It is accompanied by this, multiple inner side wire piece 260c peripheral parts respectively from the hollow bulb of annular plate 260a are towards wherein Centre obliquely, and towards annular plate 260a surface foreign side be in the bending that gently protrudes extend, it is also, multiple Wire piece 260d in outside is respectively from the outer peripheral face of annular plate 260a towards the foreign side of annular plate 260a and towards radial direction Obliquely extend.

When annular component WS1 is so completed relative to the assembling of substrate 310, by concrete screw SC1 such as Figure 47 It is shown, with its post portion through annular component WS1 the hollow bulb of annular plate 260a and the central aperture portion 311a of substrate 310 and with 1st implementation method is substantially similarly solidly connected to concrete wall 10a.In addition, concrete screw SC1 is existed with its disk like head Narrow shape inner peripheral surface along its vertical section end in the hollow bulb of annular plate 260a and take a seat.

As described above, as the 2nd bonding auxiliary implement 300A (center side bonds auxiliary implement 300A) and the 1st embodiment party At the end of four the 1st bonding assemblings of the auxiliary implement 100 relative to concrete wall 10a described in formula, in ensuing premixing In mortar painting process S9, as shown in figure 47, in the same manner as the 5th implementation method, premixing mortar is applied all over concrete wall 10a Whole surface 11.

Thus, the 1st bonding auxiliary implement 100 described in the 1st implementation method is being accommodated in concrete wall 10a's In the state of housing in hole portion 12, it is embedded in concrete wall 10a by premixing mortar, and the 2nd bonding auxiliary implement 300A Buried by premixing mortar on the surface 11 of concrete wall 10a.

It is accompanied by this, same with described in the 5th implementation method, premixing mortar immersion the 1st bonds auxiliary implement 100 It is interior, and multiple inner side wire piece 260c and the multiple bondings of outside wire piece 260d and the 2nd assistors by annular component WS1 Have multiple outer circumferential side snap-latch pieces 320 and multiple surface sides snap-latch piece 340 of 300A and reach the surface of substrate 310.

Herein, the premixing mortar for so reaching the surface of substrate 310 by multiple snap-latch pieces 340 like that is real with the described 5th Apply same described in mode, each inside of aperture portion 313a~313k, 313n on the outside of the multiple of substrate 310.

And, reach the surface of substrate 310 by multiple outer circumferential side snap-latch pieces 320 in premixing mortar as described above During, the premixing mortar snaps into the outer peripheral face of each outer circumferential side snap-latch piece 320 securely.Now, the premixing mortar is also firm Snap into the bending section of each outer circumferential side snap-latch piece 320.

And, in premixing mortar as described above by wire piece 260d on the outside of wire piece 260c on the inside of multiple and multiple And during reaching the surface of substrate 310, the premixing mortar snaps into multiple inner side wire piece 260c and multiple outsides securely Each outer peripheral face of wire piece 260d.Also, the extension of the extended end portion of each inner side wire piece 260c and each outside wire piece 260d End bends to L-shaped, therefore premixing mortar relative to each inner side wire piece 260c and each outside wire piece 260d as described above Extended end portion and engage securely.

As described above, according to the 7th implementation method, annular component WS1 has multiple inner side wire piece 260c And multiple outside wire piece 260d, thus can using wire piece 260d on the outside of the plurality of inner side wire piece 260c and multiple come with advance Sand cutting slurry engages securely.

Therefore, when premixing mortar solidifies and becomes mortar wall M, mortar bonding auxiliary implement 300A is not only by more Individual surface side snap-latch piece 340 and multiple outer circumferential side snap-latch piece 320, also by multiple inner side wire piece 260c of annular component WS1 and Multiple outside wire piece 260d, and it is sticked in mortar wall M securely inside it.

Thus, multiple surface side snap-latch pieces 340 of the mortar with bonding auxiliary implement 300A not only by being protruded from substrate 310 And multiple outer circumferential side snap-latch pieces 320, can also be by multiple inner side wire piece 260c of annular component WS1 and multiple outside wire pieces Mortar wall M is supported in 260d the surface 11 of concrete wall 10a.Thus, brought by mortar bonding auxiliary implement 300A Bonding auxiliary forces of the mortar wall M relative to concrete wall 10a can obtain further reinforcing.

As a result, in the 7th implementation method, the bonding auxiliary based on bonding accessory system, mortar wall M is relative to concrete The bonding force (anchoring effect) of wall 10a can obtain further reinforcing.It means that mortar wall M can be prevented for a long time and better Come off from concrete wall 10a.Other action effects are same with the 6th implementation method.

In addition, when the present invention is implemented, however it is not limited to each implementation method or variation, the various changes that can be listed below Shape example.

(1) when the present invention is implemented, the formation material as bonding auxiliary implement 100 described in the 1st implementation method The thermoplastic resin of material is not limited to nylon resin, or polyphenylene sulfide (polyphenylene sulfide) resin is (also referred to as Make PPS resin), polyester (polyester) resin, polyethylene (polyethylene) resin, polypropylene (polypropylene) Resin, polystyrene (polystyrene) resin, HTPS resin (also referred to as impact resistant polystyrene (High Impact Polystyrene, HIPS) resin), acrylonitrile-butadiene-styrene (ABS) (Acrylonitrile Butadiene Styrene, ABS) resin, Noryl (polyphenylene oxide) resin (also referred to as MODIFIED PP O resins), polyamides Amine elastomer (polyamide elastomer) resin (such as " Pebax " of eastern beautiful (stock) manufacture) or polyester elastomer resin (for example, " the emerald green material (Hytrel) in sea " of eastern beautiful (stock) manufacture) etc..In addition, PPS resin is same with nylon resin, alkali resistance is excellent It is different.

(2) when the present invention is implemented, described nylon resin or other thermoplastic resins is also may replace, and is used any (such as nylon resin) is mixed into the fibre obtained by the chopped fiber shape reinforcing fiber such as glass fibre or carbon fiber in kind of the thermoplastic resin Dimension fortified resin.Thus, bonding force of the reinforcing mortar relative to concrete wall such that it is able to further improve mortar from concrete What wall was peeled off prevents effect.

(3) when the present invention is implemented, the box thread hole portion 111 for bonding the connector 110 of auxiliary implement 100 may also differ from 1st implementation method, but in box thread hole portion 111, female spiral hole part 111a and rear side box thread in table side face Isolated wall is formed between each opposite end of bore portion 111b.

Hereby it is possible to prevent following states of affairs betides possible trouble, i.e. dies plate tap bolt 160 passes through face side box thread Bore portion 111a and be threaded onto rear side female spiral hole part 111b, or spacer bolt 150 pass through rear side box thread hole portion Divide 111b and be threaded onto face side female spiral hole part 111a.

(4) when the present invention is implemented, as long as the collar flange 115 of connector 110 can be accepted using its continuing surface 115a Circumferential support wall 140, thus the collar flange 115 external diameter (external diameter of continuing surface 115a) or at least above ring-type The degree of the internal diameter of supporting walls 140.

(5) and, implement the present invention when, may also differ from the implementation method, the external diameter of collar flange 115 is than ring In the big scope of the internal diameter of shape supporting walls 140, less than the external diameter of the circumferential support wall 140.

Accordingly, in its outer peripheral face to be axially formed as vertical section by connector 110 concavo-convex such that it is able to ensures to glue Close anticreep of the auxiliary implement 100 from concrete wall 10a.

(6) when the present invention is implemented, the quantity of the rib 116a formed on the connector 110 of bonding auxiliary implement 100 Can suitably change, such as it is or single.

(7) implement the present invention when, as long as bonding auxiliary implement 200,200A, 300 or 300A formation material be thermoplastic Property material, then also can from bonding auxiliary implement 100 formation material it is different.

(8) when the present invention is implemented, the respective total length of multiple wire pieces 143 of circumferential support wall 140a also can mutual not phase Together, rather than as described it is set to like that described in the 2nd implementation method identical.

(9) when the present invention is implemented, the formation material easy thermoplasticity of preferred resin injection molding of auxiliary implement is bonded Resin, but be thermosetting resin also dependent on needs.

(10) when the present invention is implemented, the bonding force for bonding auxiliary implement 100 additionally depends on the interval spiral shell of per unit area The use number of bolt, but be generally preferably designed to more than 50kgf/ (490Pa/).

In order to meet this kind of characteristic, as the size with snap-latch piece 120, the rugosity of snap-latch piece 120 is preferably set to 0.05 (mm)~5.0 the value within the scope of (mm), the diameter of snap-latch piece 120 is set within the scope of 1.0 (mm)~10.0 (mm) Value.And, in the case of the wire piece 121 of substitution snap-latch piece 120, preferably rugosity is 0.05 (mm)~5.0 (mm).

(11) when the present invention is implemented, the quantity of the snap-latch piece 120 of each bonding auxiliary implement 100 is not particularly limited, But 20~100 are preferably set in the case of nonreinforcement is resinous, 5 are preferably set in the case of fiber-reinforced resin system It is individual~70.

(12) when the present invention is implemented, the connector 110 for bonding auxiliary implement 100 may also differ from the implementation method, And be formed as example polygon-shaped.

(13) when the present invention is implemented, for bonding auxiliary implement 200 or bonding auxiliary implement 300 are assembled into substrate The 210 or pad WS that is used during substrate 310, may also differ from the 1st implementation method or the 5th implementation method, and according to need To abolish.

In the case, each inner side aperture portion 212a~212d and each hook portion 220a~220d or substrate 310 of substrate 210 As long as each inner side aperture portion 312a~312d and each hook portion 330a~330d abolish.

(14) when the present invention is implemented, the multiple snap-latch pieces 220 described in the 1st implementation method also can be from substrate 210 Central portion dispersedly formed along the circumferencial direction of substrate 210 throughout peripheral part.

(15) when the present invention is implemented, multiple snap-latch pieces 220 are not limited to the arrangement described in the 1st implementation method, Also can dispersedly be formed throughout the surface of substrate 210, and, the quantity of snap-latch piece 220 can also be not limited to the 1st embodiment party Quantity described in formula and implement with suitably changing.

(16) when the present invention is implemented, multiple outside aperture portion 213a~213j of substrate 210 and the multiple of substrate 310 are outer STH portion 313a~313k, 313n is also defeasible.

(17) when the present invention is implemented, the shape of snap-latch piece 120 or snap-latch piece 220 is alternatively semicircle shape or arc-shaped.And And, the shape of snap-latch piece 120 or snap-latch piece 220 is typically alternatively bending.

(18) when the present invention is implemented, each snap-latch piece 320 in the 5th implementation method can be also included from substrate 310 The bottom and the extended end portion from each bottom that the end face portion or surface element of peripheral part are extended radially are bent into L-shaped Kink.In addition, the foot 321 and wrist 323 described in the 5th implementation method correspond to bottom, foot 322 corresponds to Kink.

(19) when the present invention is implemented, as long as the pad WS described in the 1st implementation method can be to screw SC be consolidated The intensity of the central aperture portion 111 of the substrate 210 when being connected to concrete wall 10a is aided in.Thus, pad WS is not limited to Stainless steel, or iron etc. annular plate, and, can also be cyclic resin plate or ring-spring pad.

(20) when the present invention is implemented, each bonding auxiliary implement described in the 1st implementation method or the 5th implementation method 200 or bonding auxiliary implement 300 also can exchange and arrange with each bonding auxiliary implement 100.

(21) when the present invention is implemented, the multiple bonding assistors described in the 1st implementation method or the 5th implementation method Tool 200 or bonding auxiliary implement 300 and multiple bonding auxiliary implements 100 are not limited to be arranged to clathrate, or both of which The surface of concrete wall 10a is dispersedly disposed in mutually different position.

(22) when the present invention is implemented, the bonding auxiliary implement described in the 1st implementation method or the 5th implementation method 200 or bonding auxiliary implement 300 in, multiple surface side snap-latch pieces 220 or surface side snap-latch piece 340 are not limited to the described 1st to be implemented Example described in mode or the 5th implementation method, also can dispersedly arrange throughout the surface of substrate 210 or substrate 310.

Now, multiple surface side snap-latch pieces 220 or surface side snap-latch piece 340 are preferably along substrate 210 or the left side on the surface of substrate 310 Right direction center line and symmetrically disperse both above-below direction center line arrange.Thus, bonding auxiliary implement 200 or bonding Multiple surface side snap-latch pieces 220 or surface side snap-latch piece 340 in auxiliary implement 300 can be throughout relative to the bonding auxiliary force of mortar wall The entire surface of substrate 210 or substrate 310 and balance is homogenized well.

And, this kind of effect can also be realized by following manner, i.e. engage multiple surface side snap-latch pieces 220 or surface side Piece 340, on substrate 210 or the surface of substrate 310, is equiangularly spaced and court half in a circumferential direction as illustrated in Figure 27 Footpath direction radially arranges.

(23) when the present invention is implemented, the hook portion 220 or hook portion 330 of bonding auxiliary implement 200 or bonding auxiliary implement 300 Also four can be not limited to, and be multiple or multipair.For example, can also make two, three or five hook portions 220 or hook portion 330 in base The surface of plate 210 or substrate 310 is equiangularly spaced to set along the periphery of central aperture portion, and, can also make a pair or Three pairs of hook portions 220 or hook portion 330 are equiangularly spaced on the surface of substrate 210 or substrate 310 along the periphery of central aperture portion To set.In a word, as long as can equably be held on the surface of substrate 210 or substrate 310 i.e. pad WS throughout its whole face Can.

(24) and, when the present invention is implemented, bonding accessory system can not also depend on multiple bonding auxiliary implements 100, And multiple bonding auxiliary implement 200 is only dispersedly disposed in the surface of substrate.For example, in Fig. 1, also can be auxiliary by center bonding Help utensil 200 to be still directly disposed in the center of rectangular shape profile RL, and 200 substitution of auxiliary implement, four bondings are bonded by four Auxiliary implement 100 and be disposed in each corner portion of rectangular shape profile RL.

(25) when the present invention is implemented, the substrate of bonding auxiliary implement 200 or bonding auxiliary implement 300 may also differ from institute State implementation method, and be formed as the polygonal shapes such as example triangular shaped or quadrangle form.

(26) when the present invention is implemented, for the mortar wall M and concrete bodies to being formed in concrete bodies 10a surfaces The mortar that the bonding of 10a is aided in also is ready for in bonding householder method：

Multiple bonding auxiliary implement 100, wall is linked with connector 110, multiple surface sides snap-latch piece 120, thin-walled annular 130 and heavy wall circumferential support wall 140 mode and be integrally formed by synthetic resin, the multiple surface side snap-latch piece 120 be Dispersedly formed in the way of being protruded from its surface on the connector 110, it is many to surround this that the thin-walled annular links wall 130 The mode of individual surface side snap-latch piece 120 and extend from the peripheral part on the surface of connector 110, the heavy wall circumferential support wall 140 be from The extended end portion of the link wall 130 extends towards with the identical direction of link wall 130；And

Multiple bonding auxiliary implement 200 (or 300), with substrate 210 (or 310) and multiple surface sides snap-latch piece 220 (or 340) mode and be integrally formed by synthetic resin, the substrate 210 (or 310) is formed with central aperture portion 211 (or 311), The multiple surface side snap-latch piece 220 (or 340) be on the substrate by from one of face on its two sides protrude in the way of and Central aperture portion 211 is dispersedly formed around (or 311), and the mortar bonding householder method includes：

1st operation, relative to the dispersedly direction of the one of template from the two template F set in the way of toward each other Another template extend many spacer bolts 150, by multiple bonding auxiliary implements 100 with its each circumferential support wall 140 with it is another The opposite mode of one template and link；

2nd operation, by another template by each heavy wall circumferential support wall of multiple bonding auxiliary implement 100 by each Corresponding thin-walled annular link wall 130 and by each side of corresponding connector 110 is pressed to, thus, to surround the side of multiple snap-latch pieces Formula and it is seated at the ring-type extended from the face side peripheral part of each corresponding connector towards foreign side towards radial direction convex Edge 115；

3rd operation, bonds ready-mixed concrete auxiliary implement and pours in two templates by many spacer bolts and the multiple 1st Between；

4th operation, after the ready-mixed concrete is solidified to form as concrete bodies with it, releases multiple bonding assistors After 100 pressing relative to each heavy wall circumferential support wall 140 of tool, two template F are removed；

5th operation, by each substrate of multiple bonding auxiliary implement 200 (or 300), hole portion is affixed by screw at its center In concrete wall 10a, thus, multiple bonding auxiliary implement 200 (or 300) is assembled to concrete wall 10a；And

6th operation, on the surface of concrete wall, by each multiple 1st bonding auxiliary implements 100 and bonding auxiliary implement 200 (or 300) and be coated with premixing mortar and solidify it with the thickness for specifying, so as to be formed as mortar wall.

Herein, in the 2nd operation, also multiple template fastening bolt 160 can be passed through one of template and screws togather adjustment To the box thread hole portion that is formed of central portion of the connectors 110 in multiple bonding auxiliary implements 100, thus by this wherein one Individual template is by each heavy wall circumferential support walls of multiple bonding auxiliary implements 100 by pressing to each corresponding connector side.

And, the mortar with bonding householder method in, also can multiple bonding auxiliary implement 200 (or 300) each In, possess multiple hook portion 220a~220d (or 330a~330d), the multiple hook portion 220a~220d (or 330a~330d) It is on substrate, from one of face, in the inner side of multiple snap-latch pieces group, around the central aperture portion at spaced intervals Formed,

The plurality of hook portion is included respectively：Rise part 221 (or 331), with the side erect from described one of face of substrate Formula and extend；And kink 222 (or 332), extend in the way of the central side from the rise part towards substrate bends,

In the 5th operation, annular plate is overcome into multiple in the way of being surrounded by described each rise part of multiple hook portions The elastic force of hook portion and be arranged on described one of face of substrate, thus, by multiple hook portions, pressed from both sides with each kink It is held in and described one of face of substrate between, then, by substrate in the central aperture portion by annular plate and by spiral shell Silk and be fixed in concrete wall, thus, bond auxiliary implements by multiple 2 and be assembled to concrete wall.

And, in the mortar with bonding householder method, also it is ready for multiple annular component WS1, the multiple ring-type structure Part WS1 is to be provided integrally with annular plate 260a, multiple inner side wire piece 260c, multiple outside wire piece 260d and annular projection The mode of 260b and formed by synthetic resin, the multiple inner side wire piece 260c is from its Inner peripheral portions in the annular plate Periphery along the periphery at spaced intervals towards annular plate face side extend, the multiple outside wire piece 260d is from this The periphery edge of annular plate extends towards the face side of annular plate at spaced intervals along the periphery edge, the annular projection 260b be from the Inner peripheral portions of annular plate in coaxially extending towards its rear side,

It is in each coaxially to be embedded in into the correspondence of substrate with annular projection by multiple annular components in the 5th operation Mode in central aperture portion, and make annular plate that the corresponding central aperture portion of substrate is placed in from face side,

The corresponding ring-type structure that auxiliary implement is each seated in multiple annular components with the head of screw is bonded by the multiple 2nd The mode of the annular projection of part, concrete wall is solidly connected to the post portion of screw through the annular projection of the correspondence annular component Surface, the concrete wall is assembled to therefrom.

Claims

1. a kind of mortar bonding auxiliary implement, is integrally formed by synthetic resin, mortar bonding auxiliary implement It is characterised by including：

Substrate；And multiple surface sides snap-latch piece, disperseed in the way of being protruded from one of face on its two sides on the substrate Ground is formed.

2. mortar according to claim 1 is used and bonds auxiliary implement, it is characterised in that

The multiple surface side snap-latch piece is to be disperseed in the way of being protruded in bending from one of face on the substrate Ground is formed.

3. mortar according to claim 2 is used and bonds auxiliary implement, it is characterised in that

The substrate forms central aperture portion in the central portion, and outer circumferential side in the central aperture portion is dispersedly formed with multiple Long-side shaped opening portion,

The multiple surface side snap-latch piece is that multiple snap-latch piece groups are divided into the way of corresponding to the multiple long-side shaped opening portion And be formed on described one of face of the substrate,

The multiple snap-latch piece group is to be opened across the multiple long-side shaped in the width direction with by each surface side snap-latch piece respectively Each mode for corresponding to long-side shaped opening portion in oral area, along each long side direction for corresponding to long-side shaped opening portion at spaced intervals Formed.

4. mortar according to claim 3 is used and bonds auxiliary implement, it is characterised in that including：

Multiple outer circumferential side snap-latch pieces, with what is extended radially at spaced intervals throughout its circumferential direction from the peripheral part of the substrate Mode and formed.

5. mortar according to claim 4 is used and bonds auxiliary implement, it is characterised in that

The multiple outer circumferential side snap-latch piece includes bottom and kink respectively, the bottom be from the peripheral part of the substrate throughout Its circumferential direction is extended radially at spaced intervals, the kink be by from the extended end portion of the bottom bend in the way of and Extend.

6. mortar according to claim 3 is used and bonds auxiliary implement, it is characterised in that including：

Multiple hook portions, on the substrate, from one of face, in the inner side of the multiple snap-latch piece group, in described Interval around central aperture portion and formed,

The multiple hook portion is included respectively：Rise part, is extended in the way of being erect from described one of face of the substrate； And kink, extended in the way of being bent towards the central side of the substrate from the rise part.

7. mortar according to claim 4 is used and bonds auxiliary implement, it is characterised in that including：

8. a kind of mortar is used and bonds accessory system, for mortar wall and the concrete bodies to being formed in concrete bodies surface Bonding is aided in, and the mortar bonding accessory system is characterised by including：

Multiple 1st bonds auxiliary implement, and wall and heavy wall ring are linked with connector, multiple 1st surface side snap-latch pieces, thin-walled annular The mode of shape supporting walls and be integrally formed by synthetic resin, the multiple 1st surface side snap-latch piece be on the connector with Dispersedly formed from the mode of its surface protrusion, it is to surround the multiple surface side snap-latch piece that the thin-walled annular links wall Mode and extend from the peripheral part on the connector surface, the heavy wall circumferential support wall is to link wall from the thin-walled annular Extended end portion links the extension of wall identical direction towards with the thin-walled annular；And

Multiple 2 bond auxiliary implements, in the way of with substrate and multiple 2nd surface side snap-latch pieces and by synthetic resin integratedly Formed, the substrate is formed with central aperture portion, the multiple surface side snap-latch piece be on the substrate with from its two sides wherein Mode that one face protrudes and dispersedly formed around the central aperture portion,

The multiple 1st bonding auxiliary implement with each heavy wall circumferential support wall and two templates that set towards each other its In the opposite mode of a template, and be linked to what is dispersedly extended towards another template side from one of template side Many spacer bolts, and deform towards each corresponding connector side while making each corresponding thin-walled annular link wall, While each heavy wall circumferential support wall is pressed by one of template, thus, in each heavy wall circumferential support Wall, to surround the multiple 1st surface side snap-latch piece in the way of, be seated at the face side peripheral part from each corresponding connector The collar flange extended towards radial direction towards foreign side,

The multiple 2nd bonding auxiliary implement is by by many spacer bolts and the multiple in the concrete bodies After being solidified to form of 1st bonding auxiliary implement and the ready-mixed concrete poured between two template, in removal described two After template at the position different from the multiple 1st bonding auxiliary implement, dispersion is disposed in the surface of the concrete bodies, and divides It is not fixed in the surface of the concrete bodies by each screw in the central aperture portion,

The mortar wall is by by each the multiple 1st bonding auxiliary implement and each the multiple 2nd bonding auxiliary implement And premixing mortar is coated with the thickness for specifying on the surface of the concrete bodies and it is solidified to form.

9. mortar according to claim 8 is used and bonds accessory system, it is characterised in that

The many spacer bolts be disperse from one of rectangular profile shape in template side and towards it is described another Template side extends,

The multiple 1st bonding auxiliary implement is linked to described many spacer bolts for disperseing to extend in the rectangular profile shape And constitute the multiple 1st and bond auxiliary implement group,

The multiple 2nd bonding auxiliary implement is by the multiple 1st bonding auxiliary implement group institute after two template is removed The center of each rectangular shape profile for being formed, is disposed in the surface of the concrete bodies.

10. mortar according to claim 9 is used and bonds accessory system, it is characterised in that

For the multiple 1st bonding auxiliary implement group, respectively in each 1st bonding auxiliary implement, with described The mode extended in heavy wall circumferential support wall, and it is integrally formed with multiple wire on the inner face of the heavy wall circumferential support wall Piece.

11. mortars according to claim 9 bonding accessory system, it is characterised in that

In each described 1st bonding auxiliary implement of the multiple 1st bonding auxiliary implement group, the connector is in its periphery Face is formed as vertical section concaveconvex shape axially along.

12. mortars according to claim 9 bonding accessory system, it is characterised in that

The the multiple 1st bonding auxiliary implement group it is each described 1st bonding auxiliary implement in, the circumferential support wall have with Highly identical or more the height of the multiple 1st surface side snap-latch piece.

13. mortars according to claim 9 bonding accessory system, it is characterised in that

In each described 1st bonding auxiliary implement of the multiple 1st bonding auxiliary implement group, the collar flange is with compared with institute The outer peripheral face for stating circumferential support wall extends to the mode of foreign side and is formed.

14. mortars according to claim 9 bonding accessory system, it is characterised in that

In each described 1st bonding auxiliary implement of the multiple 1st bonding auxiliary implement group, the multiple 1st surface side engaging Piece is respectively formed as bending, wire or hook-shaped.

15. mortars according to claim 9 bonding accessory system, it is characterised in that

The multiple 2nd bonding auxiliary implement passes through each annular plate in the central aperture portion of the substrate by each screw respectively And it is fixed in the surface of the concrete bodies.

16. mortars according to claim 15 bonding accessory system, it is characterised in that

In each of the multiple 2nd bonding auxiliary implement, possess multiple hook portions, the multiple hook portion is in the substrate On, from one of face, in the inner side of the multiple 2nd surface side snap-latch piece, between separating around the central aperture portion Formed every ground,

The multiple hook portion is included respectively：Rise part, is extended in the way of being erect from described one of face of the substrate； And kink, extended in the way of being bent towards the central side of the substrate from the rise part, and by each described perpendicular Vertical portion is surrounded in the state of the annular plate, and the described one of face with the substrate is held on by each kink Between.

17. mortars according to claim 8 bonding accessory system, it is characterised in that including：

Multiple annular components, are integrally formed, institute in the way of with annular plate and multiple inner side wire pieces by synthetic resin State multiple inner side wire piece from the periphery of its Inner peripheral portions in the annular plate along the periphery at spaced intervals towards institute The face side for stating annular plate extends,

The multiple 2nd bonds auxiliary implement respectively in the central aperture portion of the substrate, by each screw and by each institute State the annular plate of annular component and be fixed in the surface of the concrete bodies.

18. mortars according to claim 8 bonding accessory system, it is characterised in that including：

Multiple annular components, are integrally formed, institute in the way of with annular plate and multiple outside wire pieces by synthetic resin State on the outside of multiple wire piece from the periphery edge of the annular plate along the periphery edge at spaced intervals towards the ring-type The face side of plate extends,

The multiple 2nd bonds auxiliary implement respectively in the central aperture portion of the substrate, by each screw and by each ring The annular plate of shape component and be fixed in the surface of the concrete bodies.

19. mortars according to claim 17 bonding accessory system, it is characterised in that

The multiple annular component is each formed by being provided integrally with the outside of multiple in the way of wire piece by synthetic resin, institute It is that along the periphery edge, direction is described at spaced intervals from the periphery edge of the annular plate to state wire piece on the outside of multiple The face side of annular plate extends.

20. mortars according to claim 17 bonding accessory system, it is characterised in that

The multiple annular component is each provided with annular projection, and the annular projection is to be in the Inner peripheral portions from the annular plate Coaxially it is integrally formed by synthetic resin towards the mode of its rear side extension,

The multiple annular component is in respectively coaxially to be embedded in the corresponding central aperture portion of the substrate with by the annular projection Interior mode, the correspondence central aperture portion of the substrate is placed in the annular plate from face side,

The multiple 2nd bonding auxiliary implement is each with the correspondence in making its head be seated at the multiple annular component on screw The mode of the annular projection of annular component, the screw is passed through the ring-type of the correspondence annular component with its post portion Surface that is raised and being fixed in the concrete bodies, is assembled to the concrete bodies therefrom.

21. mortars according to claim 8 bonding accessory system, it is characterised in that

In each of the multiple 2nd bonding auxiliary implement, the substrate disperses landform in the outer circumferential side of the central aperture portion Into there is multiple long-side shaped opening portions,

The multiple 2nd surface side snap-latch piece is divided into multiple snap-latch pieces in mode corresponding with the multiple long-side shaped opening portion Group, and bending is respectively formed as on described one of face of the substrate,

The multiple snap-latch piece group is to cross over the multiple long-side shaped in the width direction with by each 2nd surface side snap-latch piece respectively The mode of each correspondence long-side shaped opening portion in opening portion and be formed as bending, and along each correspondence long-side shaped opening portion Long side direction is formed at spaced intervals.

22. mortars according to claim 8 bonding accessory system, it is characterised in that

In each of the multiple 2nd bonding auxiliary implement, possess multiple outer circumferential side snap-latch pieces, the multiple outer circumferential side engaging Piece be by from the peripheral part of the substrate throughout its circumferential direction extend radially at spaced intervals in the way of and formed.

23. mortars according to claim 22 bonding accessory system, it is characterised in that

In each of the multiple 2nd bonding auxiliary implement, the multiple outer circumferential side snap-latch piece includes bottom with bending respectively Portion, the bottom is extended radially at spaced intervals throughout its circumferential direction from the peripheral part of the substrate, the kink It is to be extended in the way of being bent from the extended end portion of the bottom.