CN111379410A - Aluminum alloy template installation structure of exempting from to plaster - Google Patents
Aluminum alloy template installation structure of exempting from to plaster Download PDFInfo
- Publication number
- CN111379410A CN111379410A CN202010218453.7A CN202010218453A CN111379410A CN 111379410 A CN111379410 A CN 111379410A CN 202010218453 A CN202010218453 A CN 202010218453A CN 111379410 A CN111379410 A CN 111379410A
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- plate body
- supporting
- stupefied
- plate
- piece
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention relates to an aluminum alloy template plastering-free mounting structure, which relates to the field of building templates and comprises a base arranged at the upper end of a floor, plate bodies arranged at the upper end of the base and a supporting mechanism for supporting the plate bodies, wherein two side walls of the base, which are far away from each other, are respectively provided with a rabbet, the rabbet penetrates through the upper end surface of the base, the lower ends of the plate bodies are arranged in the rabbets, the adjacent plate bodies are detachably connected, the supporting mechanism comprises a supporting seat detachably connected to the upper end of the floor plate and a supporting piece connected to the supporting seat, one end, far away from the supporting seat, of the supporting piece is connected with the plate bodies, the end surface, close to the supporting mechanism, of the. Utilize supporting mechanism to support the plate body, later utilize the jack to carry out the lifting to the plate body, can adjust after the plate body installation is accomplished this moment, make the height of the shear force wall of building reach the standard.
Description
Technical Field
The invention relates to a building template, in particular to a plastering-free installation structure of an aluminum alloy template.
Background
In the construction of a reinforced concrete shear wall structure of an existing building, an aluminum formwork is generally used for construction. And (3) building an external mold by using the aluminum template, then pouring concrete into the external mold built by the aluminum template to form the cast-in-situ shear wall, and detaching the aluminum template after the wall body is solidified and continuously using the aluminum template.
Chinese patent CN206245728U discloses a set template component of exempting from to plaster its technical essential is: including template, template bottom plate, square pipe, cone screw, combination formula shear force wall split bolt, template binding device, flitch, top nail, angle locking device, external corner connection double-sided hole angle steel, template connection pothook, the template constitute by plate body and angle steel, the plate body is hugged closely on one limit of angle steel, another limit and the plate body of angle steel are perpendicular, the angle steel is hugged closely the limit of plate body and is connected fixedly with the plate body with the screw, the angle steel and the limit parallel and level of plate body vertically limit and plate body have template hook hole on angle steel and plate body vertically edge, have the fixed die plate with wearing the wall bolt hole on the plate body.
The plate body is arranged at the upper end of the plate body, and the plate body is directly arranged at the upper end of the ground where the shear wall needs to be poured, the concrete can be arranged at the position with inaccurate elevation when being poured, and the elevation of the shear wall poured between the aluminum templates can be inaccurate when the aluminum templates are directly arranged, so that the quality of a building is influenced.
Therefore, a new technical solution is needed to solve the above problems.
Disclosure of Invention
Aiming at the defects in the prior art, the invention aims to provide the plastering-free mounting structure for the aluminum alloy template, so that the height of a plate body can be adjusted after the plate body is safely finished, and the height of a poured shear wall can reach the standard.
In order to achieve the purpose, the invention provides the following technical scheme: the utility model provides an aluminum alloy template mounting structure that exempts from to plaster, is including setting up in the base of floor upper end, setting up in the plate body of base upper end and carrying out the supporting mechanism that supports to the plate body, the tongue-and-groove has all been seted up to the both sides wall that the base was kept away from each other, the tongue-and-groove runs through the base up end, the plate body lower extreme is arranged in the tongue-and-groove and can be dismantled the connection between the adjacent plate body, supporting mechanism is including dismantling the supporting seat of connecting in floor plate upper end and connect in the support piece of supporting seat, the one end that support piece kept away from the supporting seat is connected with the plate body, the.
By adopting the technical scheme, after the plate body is installed, the elevation of the plate body is measured, and the plate body is lifted by the jack to enable the elevation to reach the limit, so that the height of the poured shear wall reaches the standard, and the quality of the engineering is not easily influenced.
The invention is further configured to: adjacent the plate body is close to the terminal surface of supporting mechanism and can dismantle jointly and be connected with a plurality of level back of the body stupefied, leave the clearance between the adjacent level back of the body stupefied.
Through adopting above-mentioned technical scheme, utilize the level back of the body stupefied to be connected between the adjacent plate body, utilize the stupefied adjacent body of drive of the level back of the body to carry out vertical migration this moment, reduced the atress of the bolt between the adjacent plate body to the process that makes the vertical regulation of plate body is more stable.
The invention is further configured to: a plurality of the stupefied terminal surface of keeping away from the plate body of horizontal back of the body can dismantle jointly and be connected with a plurality of vertical backs stupefied, and is adjacent leave the clearance between the vertical back of the body is stupefied, the butt board is fixed in the stupefied terminal surface of keeping away from the plate body of vertical back of the body, the one end that the supporting seat was kept away from to support piece is connected in vertical back of the body stu.
Through adopting above-mentioned technical scheme, utilize vertical back of the body stupefied with adjacent horizontal back of the body to connect, the stupefied power dispersion that receives of horizontal back of the body has reduced the size of the stupefied atress of every horizontal back of the body when upwards lifting the plate body this moment to the deformation of the stupefied and this body junction of horizontal back of the body has been reduced.
The invention is further configured to: the utility model discloses a supporting piece, including support piece, upright back of the body stupefied, support piece is two and support piece's one end all is articulated with the supporting seat, support piece's the other end all with the stupefied articulated of vertical back of the body, same support piece that the supporting seat is connected is in same vertical plane, one support piece is close to the stupefied upper end of the vertical back of the.
Through adopting above-mentioned technical scheme, utilize support piece to support the stupefied position that is close to upper and lower both ends of vertical back of the body simultaneously, the stupefied holding power that receives of vertical back of the body is more even this moment, and the stupefied difficult emergence of vertical back of the body is crooked when bearing the pressure that cement was exerted when pouring.
The invention is further configured to: the vertical stupefied terminal surface that keeps away from the plate body of back of the body vertically slides and has the lifting piece, the lifting piece is located butt piece lower extreme, the terminal surface that the plate body was kept away from to the lifting piece runs through has the groove of stepping down, one support piece passes the groove of stepping down and is connected with vertical stupefied back of the body of the back.
Through adopting above-mentioned technical scheme, when using the jack to lift the plate body, utilize the lifting piece to support the jack, can not receive support piece's influence when using the jack to lift the plate body this moment to the accommodation process that makes the plate body is more convenient.
The invention is further configured to: the lower end of the vertical back ridge is in threaded connection with a supporting bolt, and the lower end of the supporting bolt is abutted to the upper end of the floor plate.
Through adopting above-mentioned technical scheme, after the position control with the plate body, utilize the stay bolt to fix a position the position of plate body, the jack need not to place in the butt joint board lower extreme again this moment and can be special use.
The invention is further configured to: the support piece includes two spinal branch vaulting poles, respectively with two spinal branch vaulting pole threaded connection's connecting rod, connecting bolt and coupling nut of being connected two connecting rods, the screw thread of two spinal branch vaulting poles is turned to opposite, two the equal fixedly connected with mounting panel of terminal surface that the connecting rod is close to each other, connecting bolt passes mounting panel and coupling nut threaded connection, connecting bolt sets up around the axis of connecting rod.
Through adopting above-mentioned technical scheme, when the jack upwards lifted the plate body, break away from each other between the mounting panel, can not exert an influence to the lifting process of jack this moment.
The invention is further configured to: one the terminal surface fixedly connected with extension rod of plate body is kept away from to the bracing piece, the extension rod passes two connecting rods simultaneously, the extension rod rotates with the connecting rod to be connected, connecting rod outer wall threaded connection has spacing bolt, spacing bolt passes connecting rod and extension rod outer wall butt.
Through adopting above-mentioned technical scheme, after the position control of plate body is accomplished, screw up spacing bolt and make it inject the relative position between connecting rod and the bracing piece, when this moment support piece's whole length can not change, make supporting mechanism's support more stable.
In summary, the invention includes at least one of the following beneficial technical effects:
1. utilize supporting mechanism to support the plate body, later utilize the jack to carry out the lifting to the plate body, can adjust after the plate body installation is accomplished this moment, make the height of the shear force wall of building reach the standard.
2. When the plate body moves, the adjacent mounting plates can move relatively, and the adjustment of the plate body cannot be influenced by the supporting mechanism, so that the adjustment process of the plate body is more convenient.
Drawings
FIG. 1 is a perspective view of the present embodiment;
FIG. 2 is an enlarged view of portion A of FIG. 1;
fig. 3 is a schematic diagram for showing a structure of the position limiting member in the present embodiment.
In the figure, 1, a base; 11. a tongue-and-groove; 2. a plate body; 3. horizontal back ridges; 4. vertical back ridges; 41. a butt joint plate; 42. a lifting member; 421. a slider; 422. a yielding groove; 43. a chute; 431. a guide groove; 44. a guide bar; 45. a support bolt; 5. a support mechanism; 51. a supporting seat; 52. a support member; 521. a support bar; 522. a connecting rod; 523. a connecting bolt; 524. a connecting nut; 53. mounting a plate; 54. an extension rod; 55. and a limiting bolt.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
As shown in fig. 1, the aluminum alloy formwork plastering-free mounting structure disclosed by the invention comprises a base 1 arranged on the upper end surface of a floor slab, a slab body 2 arranged on the upper end of the base 1, and a supporting mechanism 5 for supporting the slab body 2. The base 1 is cast in place on the upper end face of the floor slab, a steel bar support extends upwards in the base 1, two side walls of the base 1, which are far away from each other, are respectively provided with a rabbet 11, and the rabbet 11 penetrates through the upper end face of the base 1. Plate body 2 all sets up in tongue-and-groove 11, and leaves the clearance between plate body 2 and the steel bar support, can dismantle the connection through the bolt between the adjacent plate body 2, and plate body 2 all coats near the terminal surface of steel bar support and has had the release agent, and the terminal surface that adjacent plate body 2 is close to each other also coats and has had the release agent. The supporting mechanism 5 comprises a supporting seat 51 connected to the upper end of the floor slab and a supporting member 52 connected to the supporting seat 51, wherein one end of the supporting member 52 far away from the supporting seat 51 is connected to the slab 2, and the supporting seat 51 is detachably connected to the upper end of the floor slab by using an expansion bolt. The plate body 2 is kept away from the terminal surface of steel bar support and is connected with butt plate 41 (see fig. 2), and the butt plate 41 lower extreme and the bracket butt of the jack of jacking plate body 2. After the plate body 2 is installed, the elevation of the plate body 2 is measured, and the plate body 2 is lifted by using a jack to enable the elevation to reach the limit, so that the height of the poured shear wall reaches the standard, and the quality of a project is not easily influenced.
As shown in fig. 1, when one plate body 2 is lifted, the adjacent plate bodies 2 are driven to move upwards, at the moment, the adjacent plate bodies 2 are connected by bolts only, and the bolts are subjected to excessive pressure to shear, so that the installation of the plate bodies 2 is affected. Therefore, the end face, far away from the steel bar support, of the plate body 2 is connected with the plurality of horizontal back ridges 3 through bolts, the horizontal back ridges 3 are horizontally arranged, the maximum distance between the adjacent horizontal back ridges 3 is 800 mm, and the distance between the lower end face of the horizontal back ridge 3 at the lowest part and the plate body 2 is 250 mm. Utilize the stupefied 3 of horizontal back of the body to be connected between adjacent plate body 2, utilize the stupefied 3 of horizontal back of the body to drive adjacent body and carry out vertical removal this moment, reduced the atress of the bolt between the adjacent plate body 2 to the process that makes the vertical regulation of plate body 2 is more stable.
As shown in fig. 1, in order to make plate body 2 in the adjustment process, the stupefied 3 of horizontal back of the body all can receive ascending power, reduces the stupefied 3 of horizontal back of the body and the deformation of plate body 2 junction, the stupefied 3 terminal surface that keeps away from plate body 2 of horizontal back of the body uses the bolt jointly to dismantle and is connected with a plurality of vertical stupefied 4 of the back of the body, and the interval between the stupefied 4 of adjacent vertical back of the body is 1600 millimeters, and the interval between the plate body 2 of the stupefied 4 distance tip of vertical back of the. The abutting plate 41 is welded on the lower side of the side wall of the vertical back edge 4 far away from the horizontal back edge 3, and one end of the supporting piece 52 far away from the supporting seat 51 is connected with the vertical back edge 4. Utilize vertical back of the body stupefied 4 to connect adjacent horizontal back of the body stupefied 3, the power dispersion that the stupefied 3 of horizontal back of the body received when upwards lifting plate body 2 this moment has reduced the size of the stupefied 3 atress of every horizontal back of the body to the deformation of the stupefied 3 of horizontal back of the body and this body junction has been reduced.
As shown in fig. 1, the two supporting members 52 are provided, one end of each of the two supporting members 52 is hinged to the supporting base 51, the other end of the supporting base 51 is hinged to one vertical back ridge 4 by using a limiting rod, the two supporting members 52 connected to the same supporting base 51 are located on the same vertical plane, one supporting member 52 is located at the lower end of the other supporting member 52, and the connecting position of the supporting member 52 located below and the plate body 2 is located at the lower end of the abutting plate 41. The included angle between the supporting piece 52 positioned below and the floor plate is 10 degrees to 15 degrees, the included angle between the supporting piece 52 positioned above and the floor plate is 45 degrees to 55 degrees, and the distance between the center of the base and the outer wall of the wall plate is 1.2 meters. Utilize support piece 52 to support the stupefied 4 of vertical back of body near the position at upper and lower both ends simultaneously, the holding power that the stupefied 4 of vertical back of body received this moment is more even, and the stupefied 4 of vertical back of body is difficult for taking place the bending when bearing the pressure that cement was exerted when pouring.
As shown in fig. 2, since one support 52 is located at the lower end of the abutment block, it is troublesome to lift the abutment block by using a jack. Consequently, the vertical terminal surface that the stupefied 4 of the back of the body kept away from plate body 2 of vertical is vertical to be slided and is had lifting piece 42, and the lateral wall that the stupefied 4 of the back of the body kept away from plate body 2 of vertical is seted up and is the spout 43 of vertical setting, and the lateral wall that spout 43 was vertical setting and kept away from each other all runs through there is the guide way 431, and lifting piece 42 has slider 421 near the terminal surface welding of the stupefied 4 of the back of the body, and. A horizontally arranged guide rod 44 is simultaneously penetrated in the guide groove 431, and both ends of the guide rod 44 are arranged in the guide groove 431 and vertically slide, and penetrate through the sliding block 421. The end surface of the lifting block far away from the plate body 2 is penetrated with a yielding groove 422, the supporting piece 52 positioned below is connected with the vertical back edge 4 through the yielding groove 422, and the supporting piece 52 is not contacted with the lifting block. When using the jack to lift plate body 2, utilize the lifting piece to support the jack, can not receive support piece 52's influence when using the jack to lift plate body 2 this moment to it is more convenient to make plate body 2's accommodation process.
As shown in fig. 2, after the plate body 2 is lifted by the jack, the position of the plate body 2 is still not limited and the jack cannot be removed, so that the lower ends of the vertical back ridges 4 are all in threaded connection with supporting bolts 45, the lower ends of the supporting bolts 45 are abutted against the upper end of the floor slab, after the position of the plate body 2 is adjusted, the position of the plate body 2 is positioned by the supporting bolts 45, and at this time, the jack can be used for other purposes without being placed at the lower end of the abutting plate 41.
As shown in fig. 3, since the plate body 2 is supported by the supporting mechanism 5 before the position of the plate body 2 is adjusted, the supporting mechanism 5 may hinder the lifting of the plate body 2 by the jack when the plate body 2 is adjusted by the jack. Therefore, the support 52 includes two coaxially disposed support rods 521, a connecting rod 522 respectively screwed to the two support rods 521, a connecting bolt 523 for connecting the two connecting rods 522, and a connecting nut 524. The support rods 521 are connected with the vertical back ridge 4 or the support seat 51 by using rotating pins, one ends of the support rods 521, which are far away from the hinged position, are respectively inserted into the connecting rods 522, and the thread turning directions of the two support rods 521 are opposite. The mounting plates 53 are welded on the adjacent cross sections of the two connecting rods 522, the connecting bolts 523 penetrate through the two adjacent mounting plates 53 and are in threaded connection with the connecting nuts 524, and the connecting screws are arranged around the axis of the connecting rods 522. At this time, when the lifting jack lifts the plate body 2 upwards, the mounting plates 53 are separated from each other, and the lifting process of the lifting jack is not affected.
As shown in fig. 3, since the relative position between the connecting rod 522 and the supporting rod 521 is not determined after the position of the plate body 2 is determined, the relative position between the two supporting rods 521 is still changed, so as to affect the support of the plate body 2 by the supporting mechanism 5. Therefore, the end face of the support rod 521 connected to the plate body 2, which is away from the plate body 2, is welded with an extension rod 54, the extension rod 54 simultaneously penetrates through the two connecting rods 522, and the outer wall of the extension rod 54 abuts against the inner wall of the connecting rod 522, so that the extension rod can rotate in the connecting rod 522. The outer wall of the connecting rod 522 is connected with a limit bolt 55 through threads, and the limit bolt 55 penetrates through the connecting rod 522 to be abutted against the outer wall of the extension rod 54. At this time, after the position adjustment of the plate body 2 is completed, the limiting bolt 55 is tightened to limit the relative position between the connecting rod 522 and the supporting rod 521, and at this time, the overall length of the supporting member 52 is not changed, so that the support of the supporting mechanism 5 is more stable.
The implementation principle of the embodiment is as follows: assemble the template before pouring, assemble the template and be connected the stupefied 3 of horizontal back of the body and template after accomplishing, later use bolted connection with stupefied 3 of vertical back of the body 4 and horizontal back of the body again, use expansion bolts to be fixed in the bottom surface with supporting seat 51 afterwards, do not be connected with the stupefied 4 of vertical back of the body with two spinal branch vaulting poles 521. After connection is completed, the connecting bolt 523 and the connecting nut 524 are unscrewed, the jack is placed on the lifting block and abutted against the lower end of the abutting plate 41, the position of the plate body 2 is adjusted by using the jack, the two connecting rods 522 can be mutually far away during adjustment, the supporting bolt 45 is rotated after adjustment is completed to be abutted against the upper end of the floor plate, then the two connecting rods 522 are simultaneously rotated to enable the two mounting plates 53 to be abutted against each other, the connecting bolt 523 and the connecting nut 524 are screwed, then the limiting bolt is screwed, and at this moment, the shear wall can be poured.
The embodiments of the present invention are preferred embodiments of the present invention, and the scope of the present invention is not limited by these embodiments, so: all equivalent changes made according to the structure, shape and principle of the invention are covered by the protection scope of the invention.
Claims (8)
1. The utility model provides an aluminum alloy template mounting structure that plasters exempts from, its characterized in that: comprises a base (1) arranged at the upper end of a floor, a plate body (2) arranged at the upper end of the base (1) and a supporting mechanism (5) for supporting the plate body (2), the two side walls of the base (1) which are far away from each other are both provided with a rabbet (11), the upper end surface of the base (1) is penetrated through by the rabbet (11), the lower ends of the plate bodies (2) are arranged in the tongue-and-groove (11) and the adjacent plate bodies (2) are detachably connected, the supporting mechanism (5) comprises a supporting seat (51) detachably connected with the upper end of the floor plate and a supporting piece (52) connected with the supporting seat (51), one end of the supporting piece (52) far away from the supporting seat (51) is connected with the plate body (2), the end surface of the plate body (2) close to the supporting mechanism (5) is connected with a butt plate (41), the lower end of the abutting plate (41) abuts against a bracket of a jack of the lifting plate body (2).
2. The aluminum alloy formwork plastering-free mounting structure of claim 1, wherein: adjacent the end face of the plate body (2) close to the supporting mechanism (5) is detachably connected with a plurality of horizontal back edges (3), and a gap is reserved between the adjacent horizontal back edges (3).
3. The aluminum alloy formwork plastering-free mounting structure of claim 2, wherein: a plurality of the terminal surface that the board body (2) was kept away from in stupefied (3) of horizontal back of the body can be dismantled jointly and be connected with stupefied (4) of a plurality of vertical backs, and is adjacent leave the clearance between stupefied (4) of vertical back of the body, butt joint board (41) are fixed in the terminal surface that the stupefied (4) of vertical back of the body kept away from board body (2), support piece (52) keep away from the one end of supporting seat (51) and connect in stupefied (4) of vertical.
4. The aluminum alloy formwork plastering-free mounting structure of claim 3, wherein: support piece (52) are two and the one end of support piece (52) all is articulated with supporting seat (51), the other end of support piece (52) all is articulated with vertical back of the body stupefied (4), and is same support piece (52) that supporting seat (51) are connected are in same vertical plane, one support piece (52) are close to the upper end of vertical back of the body stupefied (4), one support piece (52) are located butt piece lower extreme.
5. The aluminum alloy formwork plastering-free mounting structure of claim 4, wherein: the vertical slip of the terminal surface that the plate body (2) was kept away from to the stupefied (4) of vertical back of the body has lifting piece (42), lifting piece (42) are located the butt piece lower extreme, the terminal surface that plate body (2) were kept away from in lifting piece (42) runs through and has abdication groove (422), one support piece (52) pass and abdicate groove (422) and be connected with the stupefied (4) of vertical back of the body.
6. The aluminum alloy formwork plastering-free mounting structure of claim 3, wherein: the lower end of the vertical back edge (4) is in threaded connection with a supporting bolt (45), and the lower end of the supporting bolt (45) is abutted against the upper end of the floor plate.
7. The aluminum alloy formwork plastering-free mounting structure of claim 6, wherein: the support piece (52) comprises two support rods (521), connecting rods (522) which are respectively in threaded connection with the two support rods (521), connecting bolts (523) and connecting nuts (524), wherein the two connecting rods (522) are connected, the thread turning directions of the two support rods (521) are opposite, the two connecting rods (522) are fixedly connected with mounting plates (53) on the end faces close to each other, the connecting bolts (523) penetrate through the mounting plates (53) and the connecting nuts (524) in threaded connection, and the connecting bolts (523) are arranged around the axis of the connecting rods (522).
8. The aluminum alloy formwork plastering-free mounting structure of claim 7, wherein: one terminal surface fixedly connected with extension rod (54) of plate body (2) are kept away from in bracing piece (521), extension rod (54) pass two connecting rods (522) simultaneously, extension rod (54) rotate with connecting rod (522) and are connected, connecting rod (522) outer wall threaded connection has spacing bolt, spacing bolt passes connecting rod (522) and extension rod (54) outer wall butt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010218453.7A CN111379410A (en) | 2020-03-25 | 2020-03-25 | Aluminum alloy template installation structure of exempting from to plaster |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010218453.7A CN111379410A (en) | 2020-03-25 | 2020-03-25 | Aluminum alloy template installation structure of exempting from to plaster |
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| CN111379410A true CN111379410A (en) | 2020-07-07 |
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| CN202010218453.7A Pending CN111379410A (en) | 2020-03-25 | 2020-03-25 | Aluminum alloy template installation structure of exempting from to plaster |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN112727070A (en) * | 2020-12-11 | 2021-04-30 | 浙江欣捷建设有限公司 | Steel frame GMT combined die carrier |
| CN113482328A (en) * | 2021-07-01 | 2021-10-08 | 广西建工集团控股有限公司 | Integral hoisting installation construction method for steel pipe template of outer shear wall |
| CN114319865A (en) * | 2022-03-15 | 2022-04-12 | 烟台建联勘察设计审查服务中心 | Building templates convenient to dismouting |
| CN114412180A (en) * | 2021-12-07 | 2022-04-29 | 中泰建工(北京)建筑工程有限公司 | Aluminum alloy template and mounting structure and mounting method thereof |
| CN114562105A (en) * | 2022-04-15 | 2022-05-31 | 重庆拓达建设（集团）有限公司 | Building wall plastering-free aluminum template |
| CN115467518A (en) * | 2022-10-26 | 2022-12-13 | 中交第三公路工程局有限公司 | Aluminum alloy template support system |
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| CN112727070A (en) * | 2020-12-11 | 2021-04-30 | 浙江欣捷建设有限公司 | Steel frame GMT combined die carrier |
| CN113482328A (en) * | 2021-07-01 | 2021-10-08 | 广西建工集团控股有限公司 | Integral hoisting installation construction method for steel pipe template of outer shear wall |
| CN114412180A (en) * | 2021-12-07 | 2022-04-29 | 中泰建工(北京)建筑工程有限公司 | Aluminum alloy template and mounting structure and mounting method thereof |
| CN114319865A (en) * | 2022-03-15 | 2022-04-12 | 烟台建联勘察设计审查服务中心 | Building templates convenient to dismouting |
| CN114319865B (en) * | 2022-03-15 | 2022-06-14 | 烟台建联勘察设计审查服务中心 | Building templates convenient to dismouting |
| CN114562105A (en) * | 2022-04-15 | 2022-05-31 | 重庆拓达建设（集团）有限公司 | Building wall plastering-free aluminum template |
| CN114562105B (en) * | 2022-04-15 | 2023-10-31 | 重庆拓达建设（集团）有限公司 | Plastering-free aluminum template for building wall |
| CN115467518A (en) * | 2022-10-26 | 2022-12-13 | 中交第三公路工程局有限公司 | Aluminum alloy template support system |
| CN115467518B (en) * | 2022-10-26 | 2023-10-03 | 中交第三公路工程局有限公司 | Aluminum alloy template supporting system |
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Application publication date: 20200707 |