CN102191902B - Frame fixing structure, frame fixing method and door-window structure of building - Google Patents

Frame fixing structure, frame fixing method and door-window structure of building Download PDF

Info

Publication number
CN102191902B
CN102191902B CN201110048565.3A CN201110048565A CN102191902B CN 102191902 B CN102191902 B CN 102191902B CN 201110048565 A CN201110048565 A CN 201110048565A CN 102191902 B CN102191902 B CN 102191902B
Authority
CN
China
Prior art keywords
framework
wall body
component
fixed component
peristome
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201110048565.3A
Other languages
Chinese (zh)
Other versions
CN102191902A (en
Inventor
大宫宏之
野田宪佑
菅野康史
高村耕平
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
YKK AP Inc
Original Assignee
YKK AP Inc
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by YKK AP Inc filed Critical YKK AP Inc
Publication of CN102191902A publication Critical patent/CN102191902A/en
Application granted granted Critical
Publication of CN102191902B publication Critical patent/CN102191902B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Door And Window Frames Mounted To Openings (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The present invention provides a frame fixing structure, a frame fixing method and a door-window structure of a building, which homogenizes the injection amount of the connecting material at a state that the complicated operation is not required. The frame fixing structure of the invention is provided with the following components: a wall anchoring component 30 which is provided at an opening part 11 of a building wall 10; a supporting part 42 which is provided at a frame anchoring component 40 of a window frame 20; and a connecting component for connecting the wall anchoring component 30 with the frame anchoring component 40. The connecting component is provided with the following components: a frame component 50 which is tubular and is provided with a state of covering the periphery of the wall anchoring component 30 and the supporting part 42 of the frame anchoring component 40; and the connecting material 60 which is composed of a material that represents a non-fixed state with a preset viscosity at a non-hardened state and represents a preset strength at a hardened state, wherein the connecting material is hardened after injection into the inner part of a mold component 50 at the non-hardened state.

Description

Framework fixture construction, framework fixing means and building door window
Technical field
The present invention relates to a kind of framework fixture construction, framework fixing means and building door window.
Background technology
For example, the frameworks such as window frame are being fixed on to RC(Reinforced Concrete, steel concrete) structure building wall body time, by packing materials such as mortar, by before being completely fixed between building wall body and framework, framework is temporarily fixed in building wall body.For this kind of framework fixing means, generally will between the reinforcing bar of building wall body or steel bar and framework, carry out welding.; the reinforcing bar that makes to be embedded in a part for building wall body is exposed to outside; on the other hand; framework is arranged on to the peristome of building wall body under the state that anchoring (anchor) metal parts is installed on to framework, and by the connecting reinforcement (steel bar) being set up between reinforcing bar and anchoring metal parts, both is carried out to welding.
Yet in above-mentioned framework fixture construction, any in reinforcing bar, anchoring metal parts and connecting reinforcement all has the restriction that is necessary for weldable metal.In addition, in order to implement weld job, not only need to prepare the equipment such as power-supply device, also need to have and cause the problem that construction operation reduces and operating cost increases with the maintenance that heat or spark affect make it not be subject to welding time of decoration inside and outside protection building.
Therefore, provided in the past a kind of by the link materials such as hardening resin by be located at building wall body peristome inner peripheral surface the 1st fixed component and be fixed on the technology being linked between the 2nd fixed component of framework outer peripheral face.According to this prior art, therefore owing to not needing to carry out at the scene weld job, can solve the restriction in above-mentioned material, and the problem (reference example is as patent documentation 1) of construction operation, operating cost.
Patent documentation 1 Japanese Patent Laid-Open 2009-150174 communique.
Summary of the invention
Yet aspect the fixture construction about above-mentioned prior art, although be provided with the member that links material for accommodating between the 1st fixed component and the 2nd fixed component, it is all-round evenly in framework that the utmost point is difficult to make to link the injection rate of material.Therefore, excessively injecting the position that links material, will cause flowing out the peristome of building wall body and the situation of adhering to, on the other hand, the position that becomes too small in the injection rate that links material, likely impacts the strength of connection of the 1st fixed component and the 2nd fixed component.Certainly, as long as correct, monitor and can prevent the injection rate that links material this situation, but can make undoubtedly construction operation complicated.
In view of above situation, the invention provides a kind of framework fixture construction, framework fixing means and building door window, can not need will to link the injection rate homogenising of material under numerous and diverse operation.
In order to reach above-mentioned purpose, framework fixture construction of the present invention, for framework being fixed on to the peristome of building wall body, comprising: the 1st fixed component, be located at the peristome of building wall body; The 2nd fixed component, is located at framework; And coupling member, for linking the 1st fixed component and the 2nd fixed component; Aforementioned coupling member possesses: die component, is tubular, and sets to cover aforementioned the 1st fixed component and aforementioned the 2nd fixed component state around; And link material, by present the non-fixed form with predetermined viscosity under non-hardening state, and at the next material that manifests predetermined strength of sclerosis situation, form on the other hand, and under non-hardening state, inject the inner after-hardening of aforementioned die component.
According to the present invention, owing to covering by tubular die component around the 1st fixed component and the 2nd fixed component, therefore as long as link material inner injection of this die component, can be by injection rate homogenising, and do not need numerous and diverse operation.
In addition, the present invention is in above-mentioned framework fixture construction, and aforementioned die component has bottom wall part in one end of tubular base portion, and is held in any among aforementioned the 1st fixed component and the 2nd fixed component by being formed at the installation hole of aforementioned bottom wall part.
According to the present invention, can be in die component being held in to the 1st fixed component and the 2nd fixed component carry out operation under any state.
In addition, the present invention, in above-mentioned framework fixture construction, keeps the 1st fixed component of aforementioned die component or the 2nd fixed component to have thread groove at side face, is screwed together in the installation hole of aforementioned bottom wall part by this thread groove.
According to the present invention, capable of regulating die component is with respect to the position of fixed component.
In addition, the present invention is in above-mentioned framework fixture construction, and aforementioned die component has for injecting the inlet of aforementioned link material at tubular base portion.
According to the present invention, can be easy to link material for the injection operation of die component.
In addition, the present invention is in above-mentioned framework fixture construction, and aforementioned die component a to part for the tubular base portion of major general is configured to transparent.
According to the present invention, can identification link material for the injection rate of die component.
In addition, the present invention is in above-mentioned framework fixture construction, aforementioned the 1st fixed component is given prominence to towards aforementioned framework from being formed at the inner peripheral surface of the peristome of aforementioned building wall body, and aforementioned the 2nd fixed component is outstanding towards the inner peripheral surface of aforementioned peristome from the outer peripheral face of aforementioned framework, and the 1st fixed component and the 2nd fixed component are overlapped each other in aforementioned die component inside.
According to the present invention, can promote the strength of connection of the 1st fixed component and the 2nd fixed component.
In addition, framework fixing means of the present invention is for being fixed on framework the peristome of building wall body, and the method comprises: the step of the 1st fixed component being located to the peristome of building wall body; Framework is installed on to the step of the peristome of the building wall body that is provided with aforementioned the 1st fixed component; In the framework of peristome that is installed on aforementioned building wall body, at the position corresponding with aforementioned the 1st fixed component, the 2nd fixed component is set, and configures the step of tubular die component around at the 1st fixed component and the 2nd fixed component; And in the inner step that links material and make its sclerosis of injecting of aforementioned die component, this link material, by present the non-fixed form with predetermined viscosity under non-hardening state, on the other hand, forms at the next material that manifests predetermined strength of sclerosis situation.
According to the present invention, owing to covering by tubular die component around the 1st fixed component and the 2nd fixed component, therefore as long as link material inner injection of this die component, can be by injection rate homogenising, and do not need numerous and diverse operation.
In addition, building door window of the present invention, comprises the framework that is fixed on the peristome of building wall body by the framework fixture construction as described in any one in 1 to 6 of claim the.
According to the present invention, can provide the all-round building door window that all very evenly and not need numerous and diverse operation of a kind of strength of connection of and building wall body in framework.
According to the present invention, owing to covering by tubular die component around the 1st fixed component and the 2nd fixed component, therefore as long as link material inner injection of this die component, can be by injection rate homogenising, and do not need numerous and diverse operation.
Accompanying drawing explanation
Fig. 1 is the cross-sectional plan view of major part of temporary transient stationary state of building door window of the framework fixture construction of display application embodiment of the present invention.
Fig. 2 is the X-X line sectional view in Fig. 1.
Fig. 3 is the concept map of temporary transient stationary state of the building door window frame body of the framework fixture construction shown in display application Fig. 1.
Fig. 4 shows the 2nd fixed component that is applicable to the framework fixture construction shown in Fig. 1, (a) is front view, is (b) oblique view.
Fig. 5 is the outward appearance oblique view that is applied to the die component of the framework fixture construction shown in Fig. 1.
Fig. 6-1st, shows the major part enlarged drawing of in the framework fixture construction shown in Fig. 1, the 1st fixed component being located to the state of building wall body.
Fig. 6-2nd, is presented at the enlarged drawing of major part of the state of the peristome that in the framework fixture construction shown in Fig. 1, the framework that is provided with the 2nd fixed component is installed on to building wall body.
Fig. 6-3rd, is presented at the enlarged drawing that is covered the major part of the 1st fixed component and the 2nd fixed component state around in the framework fixture construction shown in Fig. 1 by die component.
Fig. 7 is presented at the sectional view of in the framework fixture construction shown in Fig. 1, the 1st fixed component being located to the order of building wall body.
Fig. 8 is the figure that shows another example of the 2nd fixed component shown in Fig. 4.
The specific embodiment
Referring to accompanying drawing, describe the preferred embodiment of framework fixture construction of the present invention, framework fixing means and building door window frame body in detail.
Fig. 1 is the major part of building door window frame body of the framework fixture construction of display application embodiment of the present invention.At this illustrated framework fixture construction, window frame (framework) 20 is being fixed on and is being formed at RC(steel concrete) under the situation of the peristome 11 of the building wall body 10 built, before being completely fixed between by building wall body 10 and window frame 20 by packing materials such as mortar, as shown in Figure 3, for window frame 20 is temporarily fixed on to building wall body 10.The rectangular frame shape of window frame 20, is assembled into frame and forms by the vertical frame member 23,23 of upper ledge member 21, lower frame member 22, pair of right and left being carried out to surrounding.The peristome 11 of building wall body 10, forms and is enough to accommodate the rectangular-shaped of window frame 20 sizes.Window frame 20 fixes the peristome 11 in this building wall body 10 by having a plurality of fixture constructions unit of wall body anchorage element (the 1st fixed component) 30, framework anchorage element 40, die component 50 and link material 60.Die component 50 and link material 60 are for forming coupling member of the present invention.
As shown in Figure 1, wall body anchorage element 30 is at the base end part of the pointed axial region 31 of front end, to have the spike member of the head 32 of particle size, and from the inner peripheral surface of peristome 11, projects under the state that leading section is embedded in to building wall body 10.In the axial region 31 of wall body anchorage element 30, from the outstanding part of building wall body 10, be equiped with resin boss member 33.Boss member 33 is special-shaped cylindrical elements that axial central portion outer peripheral face is depression.
As shown in Fig. 1 and Fig. 4, framework anchorage element 40 gives integrally formed by the support portion (the 2nd fixed component) 42 of flat in the form of a substantially rectangular baseplate part 41 and the crooked extension of the direction outwardly from a long side edge towards baseplate part 41 in baseplate part 41.Support portion 42 is configured to only has the part that its base end part extends along the long limit of baseplate part 41, on the other hand, have part that leading section extends along the minor face of baseplate part 41 with the part of extending along long limit the shape of cross section that is in the shape of the letter V.
In baseplate part 41, heart portion is formed with screwed hole 41a therein, and is formed with snap-latch piece 43 at each central portion of short brink edge.Screwed hole 41a has the through hole of thread groove at inner peripheral surface, can be for example removably mode install the bolt component 140 longer than support portion 42.Snap-latch piece 43 is from baseplate part 41 temporarily first towards crooked with support portion 42 opposition sides, the part that the direction of leaving toward each other is afterwards extended, and be formed in and baseplate part 41 between can clamp the gap of the tab 20a of window frame 20.As shown in Figure 1, the tab 20a of window frame 20 is extending facing to peripheral direction from each housing of each frame member 21,22,23, afterwards towards the part of direction bending closer to each other, and along the all-round formation of frame member 21,22,23.The front end each interval of tab 20a, is configured to the distance shorter than the long limit of baseplate part 41.As can be seen from Figure 4, in baseplate part 41 and snap-latch piece 43, be formed with that at each, to extend end parallel to each other, and with respect to breach inclined plane 41b, the 43a of the long limit inclination of baseplate part 41.This breach inclined plane 41b, 43a be configured to each other distance be formed at window frame 20 tab 20a to each other apart from slightly short.
The framework anchorage element 40 with above-mentioned formation, make after baseplate part 41 is inserted through between the front end of tab 20a breach inclined plane 41b, 43a being become respectively to parallel posture with the front-end edge with tab 20a, in Fig. 4, make framework anchorage element 40 turn clockwise, tab 20a is being held on respectively to the outer peripheral face that is installed on window frame 20 under the state between baseplate part 41 and snap-latch piece 43 thus.From Fig. 1 and Fig. 2, the support portion 42 of framework anchorage element 40 is in the overlapping mode of the leading section with wall body anchorage element 30, to set its length under the state that is installed on window frame 20.
As shown in Figures 1 and 5, die component 50 has bottom wall part 52 in one end of the base portion 51 of the rounded tubular of cross section, the other end opening of base portion 51 on the other hand, and integrally formed by translucent or transparent synthetic resin.From scheming, the diameter of the base portion 51 of die component 50 becomes towards the other end greatly gradually from having an end of bottom wall part 52, and profile is circular cone shape.In this die component 50, in bottom wall part 52, be formed with installation hole 52a, and be formed with injection hole 51a at base portion 51.Installation hole 52a is the through hole of shape that can be entrenched in the support portion 42 of framework anchorage element 40, and injection hole 51a is for connecting the circular open of the base portion 51 of framework anchorage element 40.
As shown in Figure 1, this die component 50 in being installed in the state of support portion 42, and covers support portions 42 and wall body anchorage element 30 state configuration around with its base portion 51 by the support portion of framework anchorage element 40 42 is inserted through to installation hole 52a.Die component 50 can slide with respect to support portion 42 towards its bearing of trend, and is equipped on the position that makes the open end of base portion 51 be connected to the inner peripheral surface of the peristome 11 in building wall body 10.
Linking material 60 is the solid shape members that are filled in die component 50 inside, and is maintained at the state support portion 42 of wall body anchorage element 30 and framework anchorage element 40 being linked in die component 50 inside.This link material 60 be have last hardening or thermosetting or thermoplasticity synthetic resin as material, under non-hardening state, there is mobility and be enough to stay in the viscosity of die component 50 inside when inner and be non-fixed form flowing into die component 50.On the other hand, the link material 60 of hardening state can show for maintaining the intensity of the state that the support portion 42 of wall body anchorage element 30 and framework anchorage element 40 is linked.
Order while coming the above-mentioned framework fixture construction of application that window frame 20 is temporarily fixed on to the peristome 11 of building wall body 10 referring to Fig. 6-1, Fig. 6-2, Fig. 6-3.
As in Figure 6-1, in this framework fixture construction, first the inner peripheral surface at peristome 11 is darted at respectively desirable a plurality of position by wall body anchorage element 30.When projecting wall body anchorage element 30, construction shown in application drawing 7 fixture 100 and beating machine H, will carry out homogenising from the overhang of wall body anchorage element 30 inner peripheral surfaces.
Construction has diameter holes 101 and hole, large footpath 102 with fixture 100, the internal diameter of this diameter holes 101 is set as inserting head 32 and the boss member 33 of logical wall body anchorage element 30, make on the other hand the hammer part of beating machine H can not insert logical, and hole, large footpath 102 has the internal diameter of the hammer part that can insert logical beating machine H, and be formed at diameter holes 101 same axis in the heart.The axial length of diameter holes 101 forms with wall body anchorage element 30 and equates from the outstanding overhang of the inner surface of peristome 11.As shown in Figure 7 (a), wall body anchorage element 30 is disposed to diameter holes 101 inside diameter holes 101 is connected under the state of inner peripheral surface of peristome 11, as shown in Figure 7 (b) shows, by the hammer portion of beating machine H via hole, large footpath 102 from then on state squeeze into, the overhang of wall body anchorage element 30 becomes consistent with the axial length of diameter holes 101.It is short that the overhang of wall body anchorage element 30 is set as the axial length of more applied die component 50.Particularly, application examples during as the axial length die component 50 that is 20mm, is set as 15mm by the overhang of wall body anchorage element 30.
Then, window frame 20 is installed on to the peristome 11 of the building wall body 10 that is equipped with wall body anchorage element 30.The window frame 20 that is installed on peristome 11 is that upper ledge member 21, lower frame member 22, the vertical frame member 23,23 of pair of right and left are given to the state that surrounding is assembled into frame.
Then,, as shown in Fig. 6-2, in the window frame 20 of peristome 11 that is installed on building wall body 10, at the position corresponding with each wall body anchorage element 30, framework anchorage element 40 is installed respectively.When framework anchorage element 40 is installed on to window frame 20, under bottom wall part 52 state relative with baseplate part 41, in advance die component 50 is installed in to support portion 42.Now, as shown in Fig. 6-2, die component 50 is approached to the state configuration of baseplate part 41, and when being installed, window frame 20 do not make die component 50 produce and disturb as good with wall body anchorage element 30.In addition, take the mode that the injection hole 51a of die component 50 is disposed at front side adjusts its direction in advance as good.
Then, as shown in Fig. 6-3, die component 50 is slided with respect to support portion 42 respectively, make thus the open end of the base portion 51 in die component 50 be connected to building wall body 10, and at base portion 51, cover under support portions 42 and wall body anchorage element 30 state around, make the jag portion of wall body anchorage element 30 be contained in respectively the inside of die component 50.When if slippage is not enough, as long as form linearity breach in a part for die component 50.That is, as long as make framework anchorage element 40 transverse shiftings and insert wall body anchorage element 30 from notch part, can be contained in die component 50.
Then, from injection hole 51a, the link material 60 of non-hardening state is flow into each die component 50 and makes it to be filled in die component 50 inside.Now, because die component 50 is translucent or transparent, therefore can be easy to link material 60 for the injection state of die component 50 from outside identification.Therefore, can flow in right amount die component 50 by linking material 60, and can easily at a plurality of positions, make to be filled in the injection rate homogenising of the link material 60 of die component 50.
If make to link material 60 sclerosis under above-mentioned state, can manifest predetermined strength at link material 60, and wall body anchorage element 30 and the state of support portion 42 links of framework anchorage element 40 can be maintained.In other words, wall body anchorage element 30 that can be connected to each other by utilizing the link material 60 harden and the support portion 42 of framework anchorage element 40, and window frame 20 is fixed on to the peristome 11 of building wall body 10.In this case, in the above-described embodiment, because the support portion 42 of framework anchorage element 40 in die component 50 inside is overlapping with the leading section of wall body anchorage element 30, therefore compared to the nonoverlapping situation of these members, can promote strength of connection.
In addition, as shown in Figure 1, as long as fill the packing materials such as mortar supporting material B being suitably arranged under the peristome 11 of building wall body 10 and the state between window frame 20, window frame 20 can be completely fixed to the peristome 11 in building wall body 10.
According to above-mentioned framework fixture construction; owing to not needing weld job when window frame 20 being fixed on to the peristome 11 of building wall body 10; therefore do not need to prepare the operation of the equipment such as power-supply device; and be provided for protecting the inside and outside decoration of building to avoid the maintenance work of heat or spark impact, and can seek the lifting of construction operation and the reduction of operating cost.With wall body anchorage element 30 and framework anchorage element 40, need to, with metal forming, can not reach the effect that material selects degree of freedom to promote yet.
And, due in order to be to present non-fixed form under non-hardening state by the link material 60 of wall body anchorage element 30 and 40 links of framework anchorage element, therefore can absorb this wall body anchorage element 30 and with the position skew of framework anchorage element 40, both be fixed.Especially, in above-mentioned framework fixture construction, owing to being designed to by around die component 50 covering wall body anchorage elements 30 and framework anchorage element 40, and the open end that makes base portion 51 is connected to building wall body 10, and die component 50 is formed translucent or transparent, therefore as long as link material 60 is flow into die component 50 inside, can in the situation that not needing numerous and diverse operation, make the injection rate homogenising at a plurality of positions.Result, can along window frame 20, under the all-round state all equating, window frame 20 be fixed on to the peristome 11 of building wall body 10 with the strength of connection of building wall body 10 at window frame, if and set the partition window (not shown) such as glass window in window frame 20 inside, desirable building door window frame body can be arranged to building wall body 10.In addition, because being flows into link material 60 formation of die component 50 inside, therefore regardless of the direction of die component 50, all can prevent from linking the situation that material 60 flows out in injection, and until before sclerosis, all can rest on reliably between wall body anchorage element 30 and framework anchorage element 40 linking material 60.
Moreover, owing to adopting, baseplate part 41 and support portion 42 are integrally formed as the design of framework anchorage element 40, therefore can make number of spare parts reduce, and can seek the lifting of workability and the reduction of manufacturing cost.In addition, owing to being formed with the screwed hole 41a that can screw togather bolt component 140 at baseplate part 41, therefore, even for the compare great position, gap that is formed at 20 of the inner peripheral surface of peristome 11 of building wall body 10 and window frames, also applicable identical framework anchorage element 40.
That is, as shown in Figure 8, as long as the bolt component 140 with the outstanding length of from support portion 42 front ends is screwed together in to the screwed hole 41a of baseplate part 41, and at these bolt component 140 leading section installing die components 50, when even the gap of 20 of the inner peripheral surface of peristome 11 and window frames is larger, still both can be fixed to (in this application, bolt component 140 becomes the 2nd fixed component).Now, in the bottom wall part 52 of die component 50, as long as be formed at the hole that bolt component 140 screws togather, even because flow into the pressure of die component 50 when inner by linking material 60, also there will be no and cause die component 50 with respect to the situation of bolt component 140 skews.And due to can be by making die component 50 rotation change the direction of injection hole 51a, therefore, when framework anchorage element 40 is installed on to window frame 20, forwardly whether the direction that does not need first to confirm injection hole 51a side, and can make this operation be easy to carry out.
In addition, in the above-described embodiment, though illustration RC builds body as building wall body, but be not necessarily limited to RC and build body, also applicable to wood, make body, or cement forming board, ALC(Autoclaved Lightweight Aerated Concrete, high steam light weight concrete construction) plate etc. and other build body.
In addition, in the above-described embodiment, though illustration cross section is circular, and truncated cone thing is as die component 50, so long as tubular also can be other shape of cross section, certainly also can apply same shape of cross section.
Moreover, in the above-described embodiment, though make die component 50 be held in the framework anchorage element 40 as the 2nd fixed component, also can be held in the 1st fixed component.
Moreover, in the above-described embodiment, though be designed to by snap-latch piece 43, framework anchorage element 40 is installed on to the tab 20a of window frame 20, for the 2nd fixed component being set for the method for framework, be not limited to this.
Moreover, in the above-described embodiment, though be designed to arrange by wall body anchorage element 30 being squeezed into building wall body 10, be not limited to this, so long as protrude from outside thrust from building wall body, all applicable as wall body anchorage element.For example, as long as make the reinforcing bar or the steel bar part that are embedded in building wall body be exposed to outside, applicable as wall body anchorage element.Now, can omit the operation of wall body anchorage element 30 being squeezed into building wall body 10, and can make operation be easier to carry out.
Symbol description
10 building wall bodies
11 peristomes
20 window frames
30 wall body anchorage elements
40 framework anchorage elements
42 support portions
50 die components
60 link material
100 construction fixtures
101 diameter holes
102 hole, large footpaths
140 bolt components.

Claims (4)

1. a framework fixture construction, in order to framework is fixed on to the peristome of building wall body, is characterized in that, comprising: the 1st fixed component, be located at the peristome of building wall body; The 2nd fixed component, is located at framework; And coupling member, in order to link these the 1st fixed components and the 2nd fixed component;
Described coupling member possesses following parts and forms: die component, in one end of tubular base portion, there is bottom wall part, and to cover the state of the surrounding of described the 1st fixed component and described the 2nd fixed component, set; And link material, by presenting under non-hardening state, thering is the non-fixed form of predetermined viscosity and at the sclerosis situation next material that manifests predetermined strength, formed on the other hand, described link material flows into described die component inside after-hardening with non-hardening state;
Described the 1st fixed component is given prominence to towards described framework from being formed at the inner peripheral surface of the peristome of described building wall body, and described the 2nd fixed component has V font shape of cross section and outstanding towards the inner peripheral surface of described peristome from the outer peripheral face of described framework, under the situation of peristome that described framework is installed on to described building wall body, be configured to, described the 1st fixed component and described the 2nd fixed component overlap each other;
Described die component has to inject the inlet of described link material at tubular base portion, and chimeric in the mode that can slide along the bearing of trend of described the 2nd fixed component by the installation hole that is formed at described bottom wall part, the end face that is equipped on the opening that makes described base portion is connected to the position of the inner peripheral surface of the peristome in described building wall body.
2. framework fixture construction as claimed in claim 1, is characterized in that, described die component a to part for the tubular base portion of major general is configured to transparent.
3. a framework fixing means, is used following parts: the 1st fixed component, be located at the peristome of building wall body; The 2nd fixed component, is located at framework, and has V font shape of cross section; And die component, on tubular base portion, there is inlet, and there is bottom wall part in one end of described base portion, by being located at the installation hole of described bottom wall part, be entrenched on described the 2nd fixed component, can set slidably with respect to described the 2nd fixed component thus;
Described framework is fixed on to the peristome of described building wall body, described framework fixing means is characterised in that, comprising:
Described the 1st fixed component is located to the step of the peristome of described building wall body;
Described framework is installed on to the step of the peristome of the building wall body that is provided with described the 1st fixed component;
In the framework of peristome that is installed on described building wall body so that the step of described the 2nd fixed component to be set with respect to the overlapping mode of described the 1st fixed component;
Make described die component move, cover around described the 1st fixed component and described the 2nd fixed component and make the open end of described base portion be connected to the step of described building wall body along the bearing of trend of described the 2nd fixed component;
And
Via described inlet, in the inside of described die component, inject the step that links material and make its sclerosis, described link material has the non-fixed form of predetermined viscosity by presenting under non-hardening state, at the next material that manifests predetermined strength of sclerosis situation, is formed on the other hand.
4. a building door window, is characterized in that, possesses the framework that is fixed on the peristome of building wall body by the framework fixture construction described in claim 1 or 2.
CN201110048565.3A 2010-03-01 2011-03-01 Frame fixing structure, frame fixing method and door-window structure of building Active CN102191902B (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP2010044572A JP5261417B2 (en) 2010-03-01 2010-03-01 Frame fixing structure, frame fixing method and joinery
JP2010-044572 2010-03-01

Publications (2)

Publication Number Publication Date
CN102191902A CN102191902A (en) 2011-09-21
CN102191902B true CN102191902B (en) 2014-09-03

Family

ID=44600687

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201110048565.3A Active CN102191902B (en) 2010-03-01 2011-03-01 Frame fixing structure, frame fixing method and door-window structure of building

Country Status (3)

Country Link
JP (1) JP5261417B2 (en)
CN (1) CN102191902B (en)
TW (1) TWI437159B (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103225410B (en) * 2013-04-23 2015-07-15 东莞市彩丽建筑维护技术有限公司 Method for splicing wall board at door and window hole of lightweight board wall and anchoring device
JP6374674B2 (en) * 2014-03-05 2018-08-15 Ykk Ap株式会社 Frame fixing structure and joinery
JP6943809B2 (en) * 2018-04-25 2021-10-06 三和シヤッター工業株式会社 Frame installation structure and frame installation method
JP7068212B2 (en) * 2019-02-18 2022-05-16 Ykk Ap株式会社 Support member, frame fixing structure, frame fixing method and fittings

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62228587A (en) * 1986-03-29 1987-10-07 ワイケイケイ株式会社 Method of mounting sash frame
CN2227159Y (en) * 1994-03-02 1996-05-15 四川省建筑科学研究院 Compound anchoring device for pre-stress tension fibre reinforcment
JPH1171966A (en) * 1997-08-27 1999-03-16 Kuriki Seisakusho:Kk Body joining hardware
CN2311545Y (en) * 1997-11-16 1999-03-24 中外合资柳州欧维姆建筑机械有限公司 Flat anchoring backing board
CN2404984Y (en) * 1999-06-23 2000-11-08 薛行善 Improved fettings of door or window
JP2009150174A (en) * 2007-12-21 2009-07-09 Ykk Ap株式会社 Frame body fixed construction, method for fixing frame body, and window

Also Published As

Publication number Publication date
TWI437159B (en) 2014-05-11
CN102191902A (en) 2011-09-21
TW201131063A (en) 2011-09-16
JP5261417B2 (en) 2013-08-14
JP2011179235A (en) 2011-09-15

Similar Documents

Publication Publication Date Title
CN102191902B (en) Frame fixing structure, frame fixing method and door-window structure of building
RU2668769C2 (en) Compensator assembly for a vehicle frame
US8307609B2 (en) Reinforcement device for lateral buckling stress and method of engaging reinforcement device
JP2018145786A (en) Pipe body connection structure and unit building
TW201912903A (en) V-shaped ribs with quick fixing device
JP2012180721A (en) Earthquake strengthening structure for existing building and construction method for the same
JP2008082052A (en) Mounting structure of interior panel on internal surface of steel shell submerged tunnel
KR20090003924U (en) One-body type concrete form panel
JP4373412B2 (en) Handrail support device
KR100647219B1 (en) The hook bolt of safety fence for building construction
US20170022675A1 (en) Bridge cap and fastening unit for fastening a bridge cap
KR20110030057A (en) Moment connection of the pc girder and pc beam
KR101631526B1 (en) The seismic retrofit method of bridge columns using external tendons
KR101154344B1 (en) An assembly system for interior and exterior pannel in arc shape structure
JP5028323B2 (en) Ground anchor method
JP5705038B2 (en) Reconfirmation method of rebar insertion depth in rebar joints
JP3890345B2 (en) Seismic reinforcement structure for openings and seismic reinforcement method for openings
KR102066817B1 (en) Method of structure reinforcement using fiber-reinforced panel and reinforcement structure for the same
JP2012241392A (en) Existing foundation reinforcement method and existing foundation reinforcement structure
JP2009299267A (en) Structure and method for joining precast concrete structural members together
JP6559060B2 (en) Seismic structure and method for forming the same
JP2016142063A (en) Joining method of reinforced concrete column and steel beam
KR101761726B1 (en) Method and device for reinforcement a concrete structure using a pre stressed panel
JP6983190B2 (en) How to reinforce tubular reinforcements and existing concrete columns
KR200415020Y1 (en) connection assembly structure of mold panel

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant