CN208009931U - A kind of pseudo-classic architecture wall recovery template - Google Patents
A kind of pseudo-classic architecture wall recovery template Download PDFInfo
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- CN208009931U CN208009931U CN201820116961.2U CN201820116961U CN208009931U CN 208009931 U CN208009931 U CN 208009931U CN 201820116961 U CN201820116961 U CN 201820116961U CN 208009931 U CN208009931 U CN 208009931U
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Abstract
The utility model discloses a kind of pseudo-classic architecture wall recovery templates, its key points of the technical solution are that including frame, multiple single layer substrates in frame and the double layer substrate being used cooperatively with single layer substrate, it is provided with rectangular through-hole in the middle part of double layer substrate, frame includes U-shaped frame and is detachably fixed set on U-shaped frame opening and with U-shaped frame the crossbeam connecting, the single layer substrate is mutually spliced to form the entirety that can be slidably connected in U-shaped frame with double layer substrate, intact part can be covered with single layer substrate by splicing single layer substrate and double layer substrate, the projection portion of wall is set just to expose from through-hole, single layer substrate is enable preferably to fit in the technique effect of wall to be repaired.
Description
Technical field
The utility model is related to rehabilitating historic building field, more particularly to a kind of pseudo-classic architecture wall recovery template.
Background technology
All there is damaged phenomenon in the existing many ancient buildings in China.Therefore need to repair ancient building, and ancient architecture
Walling body is divided into many kinds according to situations such as position, effect, class of construction, is such as stitched than more elegant dry pendulum, silk, less exquisite
Drop down white wall, rough brick wall and simple and crude brickbat wall, furred wall, stone walling.Common problem is mainly that crisp alkali peels off, is slightly broken etc.
Situation, generally weathering, humidity or external force destruction cause.
The Chinese patent that Authorization Notice No. CN201649624U is now is can refer to, it discloses a kind of inserted wall moulds
Plate, template back surface equal portions are equipped with the reinforcing rib that intersects anyhow, and dowel is equipped in the edge of template, and template and reinforcing rib and
Dowel is integrally formed.The utility model has the following advantages：The utility model changes the conventional junction configuration of original wall form
Formula makes the wall form of the overall plastic structure of whole of original large size standardize, blocking, when wall form locally damages,
Only need to change the template of breakage；Reparation to template and, reduction waste material resources very big using flexibility ratio；It can realize standard
Change, is convenient for industrialized production.
There can be the decorations such as engraving on the metope of the general ancient wall of building, the more protrusion surface of wall settings of these decorations,
Rough plane can be formed with decorative parts when template being fitted on wall during carrying out wall reparation so that
Template cannot be bonded the wall repaired well, be easy to cause the damage that part has been repaired in repair process.
Utility model content
The purpose of this utility model is to provide a kind of pseudo-classic architecture wall recovery template, has the engraving for the protrusion for making wall
The advantages of part can just expose from through-hole, and single layer substrate can preferably fit in wall to be repaired.
The above-mentioned technical purpose of the utility model technical scheme is that：
A kind of pseudo-classic architecture wall recovery template, including frame, multiple single layer substrates and and single layer in frame
The double layer substrate that substrate is used cooperatively, is provided with rectangular through-hole in the middle part of double layer substrate, and frame includes U-shaped frame and is set to U-shaped frame
Opening and the crossbeam connecting is detachably fixed with U-shaped frame, the single layer substrate is mutually spliced to form with double layer substrate and can slide
The dynamic entirety being connected in U-shaped frame.
It, can be by splicing single layer substrate and double layer substrate by intact part single layer substrate by using said program
It covers, the projection portion of wall is enable just to expose from through-hole so that single layer substrate can preferably fit in be repaired
The technique effect of wall.
Preferably, being installed with T-type plate on each single layer substrate one of which adjacent wall, on another group of adjacent wall
It is provided with T-slot, the T-type fin that can be used cooperatively with T-slot is installed on the inner wall of U-shaped frame side, is opened up on the inner wall of the other side
There is the T-type slideway that can be used cooperatively with T-type plate.
By using said program, pass through being used cooperatively for T-slot and T-type plate and T-type fin so that in sliding process
The stabilizing effect of middle equipment increases, while improving the practical value of equipment.
Preferably, being provided with the groove being embedded for single layer substrate on U-shaped frame bottom inside wall surface.
By using said program, groove is opened up in the bottom of U-shaped frame so that when in use can by single layer substrate with it is double
The entirety of laminar substrate splicing is embedded in groove so that more stablizing for equipment splicing improves the practical value of equipment.
It is opened in preferably, double layer substrate includes inner plating and the lamina rara externa with inner plating sliding connection, the through-hole
On inner plating and lamina rara externa at corresponding position.
By using said program, double layer substrate includes inner plating and lamina rara externa so that passes through inner plating and lamina rara externa
Between sliding relation can control inner plating opposed outer layer plate sliding so that inner plating preferably fits in surface of wall, increase
The practical value of equipment is added.
Preferably, the position for corresponding to through-hole in inner plating is installed with the baffle that can be completely bonded with through-hole wall.
By using said program, fixed baffle on inner plating can prevent inner plating and lamina rara externa in use
Between shift in motion process, increase the stabilizing effect of equipment.
Preferably, being installed with rubber pad on the side wall close to wall in inner plating.
By using said program, because the material of template is harder, but ancient surface of wall is by exposing to the weather for many years,
Compare fragile, surface of wall may be caused to damage when using template, in frame, single layer substrate and inner plating close to wall
One layer on be installed with rubber cushion, it is possible to reduce the damage to surface of wall.
Preferably, being installed with multiple T-type columns on the lamina rara externa side wall close to inner plating, inner plating is close to lamina rara externa
Side is provided with multiple T-type holes of corresponding T-type column, and T-type column can slide in T-type hole.
By using said program so that inner plating will not be detached from lamina rara externa during use, convenient and practical.
Preferably, the threaded hole offered on the side wall of lamina rara externa, threaded rod, threaded rod are threaded in threaded hole
End is integrally formed with the limited block being rotatablely connected with inner plating.
By using said program, threaded hole is provided on lamina rara externa, threaded hole internal thread is connected with threaded rod, to not Tongfang
To rotation threaded rod, and threaded rod lower end is blocky in limit and is embedded in inner plating, therefore in rotating threaded rod can control
The distance between laminate and lamina rara externa.
Preferably, threaded rod outer end, which is installed with hand, twists wheel.
By using said program, the rotation of threaded rod needs to exert a force to him, and during force, threaded rod is cylinder
Shape, it has not been convenient to it exerts a force, and threaded rod is irony, is also easy to scratch in force process, thus it is fixed in the upper end of threaded rod
There is hand to twist wheel, while conveniently exerting a force to threaded rod, can also prevent from scratching.
Preferably, being provided with multiple threaded holes on the side wall of U-shaped frame and crossbeam, threaded hole internal thread is connected with steel
Pipe.
By using said program, steel pipe is threaded on frame, steel pipe can be with the fastener for connection on scaffold, side
Just the use of template, and steel pipe and frame are to be threadedly coupled, steel pipe can also be easy to disassemble, during shipping template,
Steel pipe can be unloaded, facilitate the shipment of template.
In conclusion the utility model has the advantages that：
1. the mutual splicing relationship between frame, single layer substrate, double layer substrate, can facilitate the adjustment of template entirety, and
Convenient for the adjustment of zone of protection；
2. there is dismountable steel pipe on frame, template is allow to be convenient to use, in shipment, steel pipe will not cause to hinder
Hinder；
3. the inner plating of double layer substrate and the distance of lamina rara externa can be adjusted, so that inner plating and wall is bonded tighter, prevent
Only remaining position of material pollution wall.
Description of the drawings
Fig. 1 is the overall schematic of pseudo-classic architecture wall recovery template in embodiment；
Fig. 2 is connection relation between connection relation and frame and the steel pipe highlighted in embodiment between U-shaped frame and crossbeam
Explosive view；
Fig. 3 is the explosive view that frame internal structure is highlighted in embodiment；
Fig. 4 is the signal that single layer substrate had integrally both highlighted T-type plate and T-slot on single layer substrate and double layer substrate in embodiment
Figure；
Fig. 5 is the schematic diagram for highlighting single layer substrate in embodiment and being connected with single layer substrate；
Fig. 6 is the schematic diagram that connection relation between single layer substrate and double layer substrate is highlighted in embodiment；
Fig. 7 is the overall schematic of double layer substrate in embodiment；
Fig. 8 is the explosive view of double layer substrate in embodiment；
Fig. 9 is operating mode schematic diagram in embodiment.
In figure, 1, frame；11, U-shaped frame；111, square hole；112, T-type fin；113, T-type slideway；114, groove；12,
Crossbeam；121, positioning pin；122, sliding block；13, hasp；14, threaded hole；141, steel pipe；15, rubber pad；2, single layer substrate；21,T
Template；22, T-slot；3, double layer substrate；31, inner plating；311, baffle；312, T-type hole；32, lamina rara externa；321, T-type column；
322, threaded hole；323, threaded rod；3231, hand twists wheel；3232, limited block；33, through-hole.
Specific implementation mode
The utility model is described in further detail below in conjunction with attached drawing.The identical attached drawing of wherein identical parts
Label indicates.It should be noted that word "front", "rear" used in the following description, "left", "right", "up" and "down" refer to
It is the direction in attached drawing, word " bottom surface " and " top surface ", "inner" and "outside" are referred respectively to towards or away from particular elements geometry
The direction at center.
Embodiment：A kind of pseudo-classic architecture wall recovery template, as shown in Figure 1, including frame 1, multiple in frame 1
Single layer substrate 2 and the double layer substrate 3 being used cooperatively with single layer substrate 2.
As shown in Figures 2 and 3, frame 1 includes U-shaped frame 11 and the crossbeam 12 set on U-shaped frame opening, and crossbeam 12 is wherein
One end is installed with positioning pin 121, and square hole 111,121 energy of positioning pin are provided on the madial wall of the correspondence positioning pin 121 of U-shaped frame 11
It is enough plugged in square hole 111, when 121 grafting of positioning pin, the upper table face paste of crossbeam 12 other end of lower surface and U-shaped frame 11
It closes, hasp 13 is equipped between the U-shaped frame 1 and crossbeam 12 of joint place, U-shaped frame 11 and crossbeam 12 can be fixed on one by hasp 13
It rises.
Multiple threaded holes 14 are provided on the side wall of U-shaped frame 11 and crossbeam 12,14 internal thread of threaded hole is connected with steel
Pipe 141, steel pipe 141 being capable of external scaffolds so that are located in frame 1 by scaffold joint steel pipe 141 to be repaired
On wall；It is installed with T-type fin 112 on 11 side inner wall of U-shaped frame, T-type slideway 113, bottom are offered on the inner wall of the other side
It is also provided with groove 114 in interior side-wall surface, and same T-type fin 112 is also installed in the lower surface of crossbeam 12.
As shown in Figure 4 and Figure 5, it is installed with T-type plate 21 on 2 one of which adjacent wall of each single layer substrate, another group
T-slot 22 is provided on adjacent wall, two neighboring single layer substrate 2 can make by the way that T-type plate 21 to be embedded in T-slot 22
The two is opposite to be slided, and identical position also is provided with same T-type plate 21 and T-slot 22 on double layer substrate 3.
As shown in Figure 7 and Figure 8, double layer substrate 3 includes inner plating 31 and slides the lamina rara externa 32 of connection with inner plating 31,
Rectangular through-hole 33 is provided among double layer substrate 3, inner plating 31 correspond to through-hole 33 position be installed with can with through-hole 33 in
The baffle 311 that wall is bonded completely, baffle 311 can inner plating 31 and lamina rara externa 32 are opposite slide when cover inner plating 31 and outside
Gap between laminate 32, plays a part of sealing, and double layer substrate 3 can occupy the space of four groups of single layer substrates 2（Herein not only
One, as long as the surface area of double layer substrate 3 is the integral multiple of single layer substrate 2）.
Multiple T-type columns 321 are installed on 32 side wall of lamina rara externa of inner plating 31, inner plating 31 is close to lamina rara externa 32
Side be provided with multiple T-type holes 312 of corresponding T-type column 321, T-type column 321 being capable of the sliding in T-type hole 312.
The two groups of threaded holes 322 offered on the side wall of lamina rara externa 32 are threaded with screw thread in every group of threaded hole 322
Bar 323,323 upper end of threaded rod are installed with hand and twist wheel 3231, and there are integrally formed limited block 3232,3232 lower end of limited block in lower end
It is rotatablely connected with inner plating 31, rotation hand twists wheel 3231, and can to control inner plating 31 close to each other or separate with lamina rara externa 32.
It is installed with one layer of rubber pad 15 close to the side of wall in frame 1, single layer substrate 2 and inner plating 31, it can be with
The less scratch to surface of wall.
Specifically used mode：Position of the part first repaired as needed on wall, by double layer substrate 3 and single layer substrate
2 splice so that double layer substrate 3 can be formed just with single layer substrate 2 and be slided with T-type fin 112 and the cooperation of T-type slideway 113
Dynamic entirety, then by the whole T-type plate 21 of composition is placed in T-type slideway 113, T-slot 22 is embedded on T-type fin 112,
The single layer substrate 2 and double layer substrate 3 spliced can be slided integrally in U-shaped frame 11, until T-type plate 21 is recessed in groove
In 115, then by 112 grafting of T-type fin on crossbeam 12 into the T-slot 22 of the whole upside of composition and sliding,
Until the end surface of crossbeam 12 and the inner wall surface fitting of U-shaped frame 11, at this moment positioning pin 121 is plugged in square hole 111, then
Hasp 13 is buckled, crossbeam 12 is fixed in U-shaped frame 11, is then connected steel pipe 12 and threaded hole 11, then template is promoted
To suitable position, it is made to be bonded with surface of wall（Referring to Fig. 9）, at the through-hole 33 of double layer substrate 3 alignment need the part repaired,
Steel pipe 12 is connected to external scaffold.
It rotates hand and twists wheel 3231, the inner plating 31 of multilager base plate is close to surface of wall, make the patch of inner plating 31 tightly
It closes on surface of wall, because being installed with rubber pad 15 on inner plating 31, surface of wall will not be caused to scratch, at this moment may be used
It,, will not be right because there is the protection of template in remaining part completed of wall during reparation to be repaired to damaged portion
Intact part causes to damage, and inner plating 31 and surface of wall fitting is very tight, inner plating 31 and surface of wall there is no the free time,
It can be suitable for the reparation of the wall with bulge-structure.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability
Field technique personnel can as needed make the present embodiment the modification of not creative contribution after reading this specification, but
As long as all being protected by Patent Law in the right of the utility model.
Claims (10)
1. a kind of pseudo-classic architecture wall recovery template, it is characterised in that：Including frame (1), the multiple single layers being set in frame (1)
Substrate (2) and the double layer substrate (3) being used cooperatively with single layer substrate (2), double layer substrate (3) middle part are provided with rectangular through-hole
(33), frame (1) includes U-shaped frame (11) and is connect set on U-shaped frame (11) opening and being detachably fixed with U-shaped frame (11)
Crossbeam (12), the single layer substrate (2) are mutually spliced to form with double layer substrate (3) and can be slidably connected in U-shaped frame (11)
It is whole.
2. a kind of pseudo-classic architecture wall recovery template according to claim 1, it is characterised in that：Each single layer substrate (2)
It is installed with T-type plate (21) on one of which adjacent wall, T-slot (22), U-shaped frame (11) are provided on another group of adjacent wall
The T-type fin (112) that can be used cooperatively with T-slot (22) is installed on the inner wall of side, being offered on the inner wall of the other side can
The T-type slideway (113) being used cooperatively with T-type plate (21).
3. a kind of pseudo-classic architecture wall recovery template according to claim 1, it is characterised in that：In U-shaped frame (11) bottom
The groove (114) being embedded for single layer substrate (2) is provided in sidewall surfaces.
4. a kind of pseudo-classic architecture wall recovery template according to claim 1, it is characterised in that：Double layer substrate (3) includes
Inner plating (31) and with inner plating (31) sliding connection lamina rara externa (32), the through-hole (33) be opened in inner plating (31) and
On lamina rara externa (32) at corresponding position.
5. a kind of pseudo-classic architecture wall recovery template according to claim 4, it is characterised in that：It is corresponding in inner plating (31)
The position of through-hole (33) is installed with the baffle (311) that can be completely bonded with through-hole (33) inner wall.
6. a kind of pseudo-classic architecture wall recovery template according to claim 4, it is characterised in that：Inner plating (31) by
It is installed with rubber pad (15) on the side wall of nearly wall.
7. a kind of pseudo-classic architecture wall recovery template according to claim 4, it is characterised in that：Close to inner plating (31)
Lamina rara externa (32) side wall on be installed with multiple T-type columns (321), inner plating (31) is provided with pair close to the side of lamina rara externa (32)
Answer multiple T-type holes (312) of T-type column (321), T-type column (321) being capable of the sliding in T-type hole (312).
8. a kind of pseudo-classic architecture wall recovery template according to claim 4, it is characterised in that：The side wall of lamina rara externa (32)
On the threaded hole (322) that offers, is threaded with threaded rod (323), threaded rod (323) end one in threaded hole (322)
The body formed limited block (3232) having with inner plating (31) rotation connection.
9. a kind of pseudo-classic architecture wall recovery template according to claim 8, it is characterised in that：Threaded rod (323) outer end
It is installed with hand and twists wheel (3231).
10. a kind of pseudo-classic architecture wall recovery template according to claim 1, it is characterised in that：In U-shaped frame (11) and
Multiple threaded holes (14) are provided on the side wall of crossbeam (12), threaded hole (14) internal thread is connected with steel pipe (141).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820116961.2U CN208009931U (en) | 2018-01-23 | 2018-01-23 | A kind of pseudo-classic architecture wall recovery template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820116961.2U CN208009931U (en) | 2018-01-23 | 2018-01-23 | A kind of pseudo-classic architecture wall recovery template |
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| Publication Number | Publication Date |
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| CN208009931U true CN208009931U (en) | 2018-10-26 |
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| CN201820116961.2U Active CN208009931U (en) | 2018-01-23 | 2018-01-23 | A kind of pseudo-classic architecture wall recovery template |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112727069A (en) * | 2020-12-23 | 2021-04-30 | 刘国平 | A built-up plate for construction of foundation engineering wall concrete |
| CN113235911A (en) * | 2021-03-27 | 2021-08-10 | 慈溪市庵东建筑安装工程有限公司 | Integrally poured building construction structure and method |
-
2018
- 2018-01-23 CN CN201820116961.2U patent/CN208009931U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112727069A (en) * | 2020-12-23 | 2021-04-30 | 刘国平 | A built-up plate for construction of foundation engineering wall concrete |
| CN113235911A (en) * | 2021-03-27 | 2021-08-10 | 慈溪市庵东建筑安装工程有限公司 | Integrally poured building construction structure and method |
| CN113235911B (en) * | 2021-03-27 | 2022-12-30 | 中化学建筑工程有限公司 | Integrally poured building construction structure and method |
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