CN110374286B - Stone wet hanging method and structure of gypsum aerated brick wall surface - Google Patents

Stone wet hanging method and structure of gypsum aerated brick wall surface Download PDF

Info

Publication number
CN110374286B
CN110374286B CN201910607118.3A CN201910607118A CN110374286B CN 110374286 B CN110374286 B CN 110374286B CN 201910607118 A CN201910607118 A CN 201910607118A CN 110374286 B CN110374286 B CN 110374286B
Authority
CN
China
Prior art keywords
stone
wall surface
plate
anchoring
reinforcing
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
CN201910607118.3A
Other languages
Chinese (zh)
Other versions
CN110374286A (en
Inventor
甘锦添
甘贇
戴小兰
陈嘉玲
甘志
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.)
Shenzhen Xinya Construction Engineering Co ltd
Original Assignee
Shenzhen Xinya Construction Engineering Co ltd
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 Shenzhen Xinya Construction Engineering Co ltd filed Critical Shenzhen Xinya Construction Engineering Co ltd
Priority to CN201910607118.3A priority Critical patent/CN110374286B/en
Publication of CN110374286A publication Critical patent/CN110374286A/en
Application granted granted Critical
Publication of CN110374286B publication Critical patent/CN110374286B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00Coverings or linings, e.g. for walls or ceilings
    • E04F13/07Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0885Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements specially adapted for being adhesively fixed to the wall; Fastening means therefor; Fixing by means of plastics materials hardening after application

Abstract

The invention discloses a stone wet hanging method and a stone wet hanging structure for a gypsum aerated brick wall surface, relates to building construction, aims to solve the problem that the existing construction method is relatively easy to influence the strength of the wall body, and has the technical scheme that: the paved stone structure depends on the adhesion force of the anchoring columns for anchoring the floor slab, and the wall surface of the original gypsum aerated brick is not required to be grooved, dug and the like during construction operation, so that the damage to the wall surface is small, and the structural strength of the wall surface can be guaranteed. The stone wet hanging method and the stone wet hanging structure for the gypsum aerated brick wall surface can be used for installing and fixing stones, and have relatively small damage to the strength of the wall body.

Description

Stone wet hanging method and structure of gypsum aerated brick wall surface
Technical Field
The invention relates to building construction, in particular to a stone wet hanging method and a stone wet hanging structure for a gypsum aerated brick wall surface.
Background
The aerated brick is a brick stone with air holes inside, is relatively light and is also called light brick, foam brick and the like, and the masonry made of desulfurized gypsum as a material can also be called gypsum aerated brick.
At present, in order to decorate indoor walls, stone is selectively attached and fixed on the wall surface. The existing wall stone construction method is a wet hanging method which adopts a cement paste wet pasting mode to finish stone pasting.
When the wall surface formed by the gypsum aerated bricks is used for attaching the stone, the stone is affected by relatively poor cohesiveness with cement mortar, and if the stone attachment is completed by adopting a traditional wet hanging method, the stone plates are poor in connection strength and relatively easy to fall off.
A method for wet-hanging stone on gypsum aerated brick wall surface and a structure thereof, which are disclosed in the patent with the publication number of CN103155794B, has the technical key points that S1 is used for cleaning the wall surface; s2, level, line snapping and positioning are measured on the wall surface; s3, preparing materials; s4, opening a hole and penetrating a screw rod; s5, constructing a waterproof layer; s6, hanging a galvanized iron net; s7, specification and arrangement of the stone material at the lowest layer, fixing and grouting; s8: and the upper layer of stone is ruled, arranged and fixed and grouted.
Wherein S4, trompil, wear the screw rod: drilling through holes penetrating through the front side and the back side at stone hanging points of the gypsum aerated brick wall, cutting pits in the gypsum aerated brick wall at two ends of each through hole, then penetrating a screw into each through hole from the back side of the gypsum aerated brick wall, arranging a gasket at the bottom of each pit at the back side of the gypsum aerated brick wall, exposing the other end of each through hole from each pit at the front side of the gypsum aerated brick wall, screwing a first nut at the other end of each through hole, and finally filling the front pit and the back pit of the gypsum aerated brick wall with gypsum masonry mortar; s6, hanging a galvanized iron net: after the waterproof layer is constructed and accepted, selecting a galvanized iron net according to the design height, fully hanging the galvanized iron net on the front surface of the gypsum aerated brick wall, transversely installing a plurality of flat irons on each row of screw rods, and then screwing a nut II to press and fix the galvanized iron net by the flat irons; s7, specification and arrangement of the lowest layer of stone, fixing and grouting: according to level control line and arrangement requirement, fix the bottom at the bottom stone material back with marble glue on gypsum air entrainment brick wall place basic unit earlier, then the square and the straightness that hangs down of adjustment stone material, until meeting construction acceptance standard requirement, in order to guarantee the room square, bind the copper wire of stone material on the screw rod of hanging the position again, thereby accomplish the rule square of lower floor stone material, the platoon board is fixed, at last pour into this layer of stone material with the cement mortar that stirs between the back and the gypsum air entrainment brick wall front and insert closely knit, then beat the stone material gently with the rubber hammer, make cement mortar vibrate closely knit.
According to the technical scheme, the screw rods are installed on the holes of the gypsum aerated brick wall, the copper wires penetrate through the holes in the stone, the copper wires are bound to the screw rods, the stone plate is installed and fixed, the connection strength is good, the construction process is affected by the characteristics of the gypsum aerated brick, the wall body formed by the screw rods is inconvenient to slot, even after the slot is formed, the screw rods are not suitable for being used as a main bearing structure, otherwise, the overall strength of the wall body is affected, and therefore a new scheme needs to be provided to solve the problem.
Disclosure of Invention
Aiming at the defects in the prior art, the invention aims to provide a stone wet hanging method and a stone wet hanging structure for a gypsum aerated brick wall surface, which can be used for installing and fixing stones and have relatively small strength damage to the wall body.
The technical purpose of the invention is realized by the following technical scheme: a stone wet hanging method for a gypsum aerated bricked wall surface comprises the following steps:
s1, preparing, including S11, reserving a plurality of anchoring holes at the position close to the wall body in the floor slab pouring stage or determining the number and the positions of anchoring points on the upper floor slab and the lower floor slab according to the length of the wall surface, and respectively opening the anchoring holes; s12, cleaning the wall surface; s13, purchasing or customizing stone plates, structural reinforcing nets and anchoring columns matched with anchoring holes;
s2, calibration, including S21, planning the stone plate arrangement structure according to the size of the stone plate and the size of the wall surface, and drawing a standard line; s22, determining the plane of the outer surface of the stone plate, and determining a marking line;
s3, constructing a wet hanging bone framework, wherein the wet hanging bone framework comprises S31 and is used for inserting and fixing the anchoring columns in the anchoring holes; s32, paving and fixing the reinforcing net on the anchoring column along the wall surface;
s4, attaching the stone plates, wherein the method comprises the steps of coating concrete mortar on the wall surface to form an adhesive layer, arranging a reinforcing net in the adhesive layer, fixing the stone plates to the adhesive layer, and sequentially attaching the stone plates according to standard lines and marking lines until the whole wall surface is attached with the stone plates.
By adopting the technical scheme, workers can fix the stone on the wall body for decoration; because the hole does not need to be opened on the wall body, the paved stone plates and the connected bonding layers use the reinforcing net as a framework, and the anchoring column for anchoring the floor slab is used for adhesion, the invention has less damage to the wall surface of the original gypsum aerated brick, and the connection strength is higher than that of the stone plates which are directly connected to the wall body through the concrete mortar.
The invention is further configured to: said S14 further comprises purchasing a plurality of reinforcement panels; and S3 further comprises S33, cutting the reinforcing plate to enable the length of the reinforcing plate to be matched with the height of the wall body, fixing the reinforcing plate on the anchoring column, and enabling the reinforcing net to be arranged on one side, facing the wall, of the reinforcing plate and to be mutually abutted.
By adopting the technical scheme, the worker can strengthen the structural strength of the reinforcing net by using the reinforcing plate fixed on the anchoring column as the reinforcing rib of the reinforcing net and limit the reinforcing net, so that the strength of the wall structure formed by the invention is improved on one hand, and the reinforcing net is prevented from moving before the adhesive layer is not cured to cause influence on the movement of the reinforcing net.
The invention is further configured to: the reinforcing net and the reinforcing plate are made of alloy materials.
By adopting the technical scheme, the structure of the reinforcing net and the reinforcing plate is relatively larger, and the structural strength of the wall body constructed by the invention is relatively higher.
The invention is further configured to: the bonding layer is provided with a plurality of grooves towards one side of the stone plate.
Through adopting above-mentioned technical scheme, can release the bubble that produces when the attached concrete mortar of stone material board through the slot, reduce the hollowing rate between adhesive linkage and the stone material board.
The invention is further configured to: s13 is T type and the one end shaping is still including the customization and has the restriction of colluding the portion of holding to press from both sides, S4 still includes and presss from both sides one end with the restriction and inserts between two adjacent stone material boards to make its portion of colluding hold in the reinforcing net of holding, the restriction is pressed from both sides other both ends respectively the butt in two adjacent stone material boards one side that deviates from the wall.
Through adopting above-mentioned technical scheme, the tip that can utilize the restriction to press to hold the stone material board, reduces the offset of stone material board among the concrete mortar drying process to improve the roughness of the wall that the stone material board was laid and is.
The invention is further configured to: and S5, cleaning, which comprises removing the part of the limiting clamp extending out of the stone plate after the bonding layer is dried and solidified.
Through adopting above-mentioned technical scheme, the staff can reduce the restriction through the part of cleaing away that the restriction clamp stretches out the stone material board and press from both sides the whole influence that causes of wall after the solidification.
The technical purpose of the invention is realized by the following technical scheme: the wall structure made by the stone wet-hanging method of the gypsum aerated brick-laying wall surface comprises a bonding layer coated on the wall body and a plurality of stone plates fixedly attached to one side of the bonding layer, which deviates from the wall body, wherein a plurality of anchoring columns are respectively fixed on floor slabs on the upper side and the lower side of the bonding layer, a reinforcing net is buried in the bonding layer, and the reinforcing net is fixed on the anchoring columns.
By adopting the technical scheme, the reinforced net is used as a framework and is connected with the anchoring columns which are fixed on the floor slab, and the concrete mortar is attached to the wall body and the reinforced net to construct the adhesive layer to connect the stone plates; because the original gypsum aerated brick wall surface does not need to be grooved, the damage to the original gypsum aerated brick wall surface is less; meanwhile, the stone plates are mainly relayed from the floor slab through the reinforcing net and the anchoring columns, so that the connection strength of the stone plates can be ensured even if the connection strength of the bonding layer and the wall surface of the original gypsum aerated brick is not high.
The invention is further configured to: a reinforcing plate is embedded in the bonding layer and fixed to the anchoring column.
By adopting the technical scheme, the wall structure can be reinforced by utilizing the reinforcing plate.
The invention is further configured to: adjacent insert between the stone material board and be equipped with the restriction of T type and press from both sides, the one end shaping of restriction clamp has colludes the portion of holding and colludes and hold in the reinforcing net, the other both ends of restriction clamp butt respectively in adjacent two stone material boards one side that deviates from the adhesive linkage.
Through adopting above-mentioned technical scheme, the tip that can utilize the restriction to press to hold the stone material board, reduces the offset of stone material board among the concrete mortar drying process to improve the roughness of the wall that the stone material board was laid and is.
The invention is further configured to: the limiting clamp comprises an insertion plate and a pressing block, the hooking part is formed at one end of the insertion plate, a connecting groove hole is formed in the other end of the insertion plate along the thickness direction, and the pressing block is a wedge-shaped block and is inserted into the connecting groove hole in an inserting mode.
Through adopting above-mentioned technical scheme, after wall structure solidification, the staff can pull out the briquetting earlier and dismantle, does the excision to the part that the fishplate bar exposes outside again to it is convenient relatively to clear up.
In conclusion, the invention has the following beneficial effects: fixing the anchoring columns through the floor slabs on the upper side and the lower side of the wall body, laying a reinforcing net fixed to the anchoring columns along the wall surface, coating concrete mortar on the wall body to form an adhesive layer, placing the reinforcing net in the adhesive layer, and attaching the stone plates to the adhesive layer; because the invention does not need to open holes on the wall, the paved stone plates and the connected bonding layer use the reinforcing net as a framework, and the anchoring column for anchoring the floor slab is used for adhesion, the invention has less damage to the wall surface of the original gypsum aerated brick, and the connection strength is higher than that of the stone plates which are directly connected to the wall through the concrete mortar.
Drawings
FIG. 1 is a schematic representation of the steps of the process of the present invention;
FIG. 2 is a schematic view of the overall structure of the wall structure of the present invention;
FIG. 3 is a schematic diagram of the partial explosion of FIG. 2, mainly illustrating the structure of the parts; a
Fig. 4 is a schematic structural view of the restraining clip of the present invention.
In the figure: 1. an adhesive layer; 11. a trench; 2. a stone plate; 3. an anchor stud; 31. a rod body; 32. a nut block; 33. a through hole; 34. an interface; 4. a reinforcing mesh; 5. A reinforcing plate; 6. a restraining clip; 60. a hooking part; 61. a plugboard; 611. connecting the slotted holes; 62. briquetting; 621. and (4) anti-skid stripes.
Detailed Description
The invention is described in detail below with reference to the figures and examples.
The wet hanging method and structure of stone material of gypsum aerated brick wall surface, refer to fig. 1, fig. 2 and fig. 3, including:
s1, preparation; s2, calibrating; s3, constructing a wet hanging framework; and S4, attaching the stone plate.
Wherein S1 includes:
s11, reserving a plurality of anchoring holes at positions close to a wall body (a wall needing to be pasted with stone) in a floor slab pouring stage; for example: when the floor slab is poured, the pipeline is pre-buried, and then the pipeline is disassembled after the floor slab is hardened to form an anchoring hole;
the anchoring holes can also be directly arranged on the solidified floor slab; for example: determining a reinforcement-free position according to a floor construction reinforcement distribution diagram or a planning book, then planning a proper number of anchor nodes according to the length of a wall body, marking the anchor nodes by adopting pigment, and then punching the floor by using a hole drilling machine;
s12, cleaning the wall, removing attachments left in the construction process of the wall, repairing various pipeline holes and reducing the existence of abnormal holes;
s13, purchasing or customizing the stone board 2, the structural reinforcing net 4 and the anchor stud 3, wherein the stone board 2 needs to be sized and thick; the structural reinforcing mesh 4 is made of metal, for example: the galvanized mesh sheet or the steel bar is welded to enhance the structural strength; the anchoring post 3 is adapted to the anchoring hole and comprises a rod body 31 in the shape of a screw rod and two nut blocks 32 in threaded connection with the rod body 31, wherein the nut blocks 32 are embedded in a concrete structure after being installed.
After the preparation work is completed, step S2 is performed, which includes:
s21, planning a row structure (figure) of the stone plates 2 at the position according to the size of the stone plates 2 and the size of the wall surface through a ruler, and popping up a standard line on the wall surface through an ink fountain;
s22, planning the position of the stone plate 2 on the plane of the outer surface after the stone plate 2 is attached and fixed according to the thickness of the stone plate 2, the thickness of the reinforcing net 4, the diameter of the anchoring column 3 and the position of the relative wall, and setting the elevation by adopting a pull rope with screws at two ends, wherein the screws are inserted in the temporarily molded and fixed concrete block; the height line extends along the height of the wall body.
After completing the calibration, the worker starts S3, which includes:
s31, fixing the anchoring columns 3 to the anchoring holes, wherein the two nut blocks 32 are respectively abutted against the upper surface and the lower surface of the floor slab;
s32, unfolding the reinforcing net 4, paving the reinforcing net along the wall surface, and binding and fixing the reinforcing net at the end part of the anchoring column 3 through a steel wire; through holes 33 are respectively arranged at two ends of the rod body 31 of the anchoring column 3 so as to bind and fix the reinforcing net 4.
After the wet hanging framework is constructed, the worker starts S4, which includes coating concrete mortar on the wall surface to form a bonding layer 1, and requiring the concrete mortar to bury the reinforcing net 4 and the anchoring columns 3; the concrete mortar is not coated on the whole wall body at one time, but is sequentially coated from bottom to top along with the paving sequence of the stone plates 2; the follow-up staff sequentially pave and paste each stone plate 2 according to the standard line and the marking line until the stone plates 2 are paved and pasted on the whole wall surface; after each stone plate 2 is paved, the stone plates need to be lightly knocked by a rubber hammer to be smooth.
According to the content, the invention can be used for fixing the stone to the wall body for decoration, because the hole does not need to be opened on the wall body, the paving structure depends on the reinforcing net 4 as a framework, and the anchoring column 3 for anchoring the floor slab is used for exerting the force, the invention has less damage on the wall surface of the original gypsum aerated brick, and the connection strength is higher than that of the stone plate 2 which is directly fixed to the wall body through the concrete mortar.
Referring to fig. 3, in the wall structure formed by the adhesive layer 1 and the stone plate 2, the reinforcing net 4 is used as a framework, and the anchor columns 3 are used as a stress mechanism, so that the connection strength of the reinforcing net 4 and the anchor columns 3 has a large influence on the overall strength; for this purpose, S14 is configured to further include purchasing a plurality of reinforcing plates 5, the reinforcing plates 5 being metal thin plates; s3 further comprises S33, cutting the reinforcing plate 5 to enable the length of the reinforcing plate to be matched with the height of the wall; the end part of the anchoring column 3 is provided with a socket 34, the lower part of the socket 34 is of an opening structure, and the end part of the reinforcing plate 5 is inserted into the socket 34 and is welded and fixed; meanwhile, the reinforcing plate 5 is abutted against one side, away from the wall body, of the reinforcing net 4 so as to reinforce and fix the reinforcing net 4; since the adhesive layer 1 still needs to be supported by the wall, the reinforcing mesh 4 is not directly abutted against the wall, and the connection strength between the reinforcing mesh 4 and the adhesive layer 1 can be improved.
Referring to fig. 3, in order to improve the bonding strength between the stone plate 2 and the adhesive layer 1, a plurality of grooves 11 are cut in the side of the adhesive layer 1 facing the stone plate 2. The grooves 11 can be used for releasing air bubbles generated when the stone plates 2 are attached to the concrete mortar, and the hollowing rate between the bonding layer 1 and the stone plates 2 is reduced.
Referring to fig. 3 and 4, in order to improve the flatness of the stone plates 2 after being laid, S13 further includes a customized T-shaped limiting clip 6, where the limiting clip 6 includes an insertion plate 61 and a pressing block 62, where the insertion plate 61 is in a thin plate structure, the thickness of the insertion plate 61 matches the width of a gap between the stone plates 2, a hook-shaped hooking portion 60 is formed at one end, a connecting slot 611 is formed at the other end in a penetrating structure, and the pressing block 62 is a wedge-shaped block;
s4 further includes inserting the end of the restriction clip 6 having the hooking portion 60 between two adjacent stone panels 2, and hooking the hooking portion 60 to the reinforcing mesh 4; one end of the plug board 61 with the connecting slotted hole 611 extends out of the board surface of the stone board 2 away from the wall body, the press block 62 is inserted into the connecting slotted hole 611, and the inclined surface of the press block abuts against the edge of one side of the connecting slotted hole 611 away from the stone board 2; the staff only need make the both ends of briquetting 62 butt respectively in two adjacent stone material boards 2 this moment, can utilize two stone material boards 2 of its suppression, and the restriction between a plurality of adjacent stone material boards 2 presss from both sides 6 and joins in marriage restriction stone material board 2 each other, can reduce among the concrete mortar drying process stone material board 2's skew etc. and bring the roughness influence. When the pressing block 62 is used, the tip of the wedge-shaped structure is placed transversely or faces downwards, and the inclined surface of the pressing block 62 is provided with a plurality of anti-slip stripes 621.
The plug plate 61 is made of plastic. The invention also comprises S5, cleaning, which comprises cleaning the part of the limiting clamp 6 extending out of the stone plate after the bonding layer 1 is dried and cured, namely, after the concrete mortar is dried and cured, the worker takes down the press block 62, then cuts off the plug board 61 by using a cutter, and blocks the fracture position by using the cement mortar.
The above description is only a preferred embodiment of the present invention, and the protection scope of the present invention is not limited to the above embodiments, and all technical solutions belonging to the idea of the present invention belong to the protection scope of the present invention. It should be noted that modifications and embellishments within the scope of the invention may occur to those skilled in the art without departing from the principle of the invention, and are considered to be within the scope of the invention.

Claims (6)

1. A stone wet hanging method for a gypsum aerated bricked wall surface is characterized by comprising the following steps:
s1, preparing, including S11, reserving a plurality of anchoring holes at the position close to the wall body in the floor slab pouring stage or determining the number and the positions of anchoring points on the upper floor slab and the lower floor slab according to the length of the wall surface, and respectively opening the anchoring holes; s12, cleaning the wall surface; s13, purchasing or customizing the stone plate (2), the structural reinforcing net (4) and the anchoring columns (3) matched with the anchoring holes;
s2, calibration, which comprises S21, the arrangement structure of the stone plates (2) is planned according to the size of the stone plates (2) and the size of the wall surface, and standard lines are drawn; s22, determining the plane of the outer surface of the stone plate (2), and determining a marking line;
s3, constructing a wet hanging bone framework, wherein the wet hanging bone framework comprises S31 and is used for inserting and fixing the anchoring columns (3) into the anchoring holes; s32, paving and fixing the reinforcing net (4) on the anchoring column (3) along the wall surface;
s4, attaching the stone plates (2), wherein the method comprises the steps of coating concrete mortar on the wall surface to form an adhesive layer (1), arranging a reinforcing net (4) in the adhesive layer (1), attaching and fixing the stone plates (2) to the adhesive layer (1), and sequentially attaching the stone plates (2) according to standard lines and marking lines until the whole wall surface is attached with the stone plates (2);
the S13 also comprises a limiting clamp (6) which is customized to be T-shaped and one end of which is formed with a hooking part (60); the limiting clamp (6) comprises an inserting plate (61) and a pressing block (62), wherein the inserting plate (61) is of a thin plate structure, the thickness of the inserting plate is matched with the width of a gap between the stone plates (2), a hook-shaped hooking part (60) is formed at one end of the inserting plate, a through structure connecting slotted hole (611) is formed at the other end of the inserting plate, and the pressing block (62) is a wedge-shaped block;
the S4 further comprises the steps that one end of the limiting clamp (6) is inserted between two adjacent stone plates (2), the hooking part (60) of the limiting clamp is hooked on the reinforcing net (4), and the other two ends of the limiting clamp (6) are respectively abutted to one sides, away from the wall surface, of the two adjacent stone plates (2);
one end of the plug board (61) provided with the connecting slotted hole (611) extends out of the board surface of the stone board (2) departing from the wall body, the pressing block (62) is inserted into the connecting slotted hole (611), the inclined surface of the pressing block abuts against the edge of one side of the connecting slotted hole (611) departing from the stone board (2), and the two ends of the pressing block (62) are the other two ends of the limiting clamp (6);
further comprising S14, S14 further comprising procurement of a plurality of reinforcement panels (5);
s3 still includes S33, cuts reinforcing plate (5) and makes its length agree with the height of wall body, and interface (34) have been seted up to anchor post (3) tip, and the lower part of interface (34) is open structure, and the tip grafting of reinforcing plate (5) is in interface (34) and welded fastening, is fixed in anchor post (3) reinforcing plate (5), and reinforcing plate (5) are arranged in to reinforcing plate (4) towards wall one side and mutual butt.
2. The method for wet hanging stone of the gypsum aerated brickwork wall surface according to claim 1, which is characterized in that: the reinforcing net (4) and the reinforcing plate (5) are made of alloy materials.
3. The method for wet hanging stone of the gypsum aerated brickwork wall surface according to claim 1, which is characterized in that: the bonding layer (1) is provided with a plurality of grooves (11) towards one side of the stone plate (2).
4. The method for wet hanging stone of the gypsum aerated brickwork wall surface according to claim 1, which is characterized in that: and S5, cleaning, which comprises cleaning the part of the limiting clamp (6) extending out of the stone plate pair after the bonding layer (1) is dried and solidified.
5. The wall structure made by the wet hanging method of the stone material of the gypsum aerated brickwork wall surface according to the claim 1, which is characterized in that: including coating in adhesive linkage (1) and the attached a plurality of stone material boards (2) that are fixed in adhesive linkage (1) and deviate from wall body one side of wall body, be located floor of downside is fixed with a plurality of anchor posts (3) respectively on adhesive linkage (1), reinforcing net (4) have been buried underground in adhesive linkage (1), anchor post (3) are fixed in reinforcing net (4).
6. The wall structure made by the wet hanging method of the stone material of the gypsum aerated brickwork wall surface according to claim 5, characterized in that: a reinforcing plate (5) is embedded in the bonding layer (1), and the reinforcing plate (5) is fixed to the anchoring column (3).
CN201910607118.3A 2019-07-06 2019-07-06 Stone wet hanging method and structure of gypsum aerated brick wall surface Active CN110374286B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910607118.3A CN110374286B (en) 2019-07-06 2019-07-06 Stone wet hanging method and structure of gypsum aerated brick wall surface

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910607118.3A CN110374286B (en) 2019-07-06 2019-07-06 Stone wet hanging method and structure of gypsum aerated brick wall surface

Publications (2)

Publication Number Publication Date
CN110374286A CN110374286A (en) 2019-10-25
CN110374286B true CN110374286B (en) 2020-08-14

Family

ID=68252111

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910607118.3A Active CN110374286B (en) 2019-07-06 2019-07-06 Stone wet hanging method and structure of gypsum aerated brick wall surface

Country Status (1)

Country Link
CN (1) CN110374286B (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101514360B1 (en) * 2014-08-04 2015-04-22 (주)민예 the composite mortar combined stone panel unit
CN204609206U (en) * 2014-11-27 2015-09-02 钟兵 Adopt the cladding cement based artificial flat-plate stone combined with wet combining
CN105155794A (en) * 2015-08-18 2015-12-16 深圳广田装饰集团股份有限公司 Stone wet hanging method and stone wet hanging structure for gypsum aerated brick wall surface
CN207177171U (en) * 2017-09-14 2018-04-03 烟台展盈节能环保材料有限公司 A kind of erecting device of heat insulating decorative board and the insulated wall using the device
CN109356351A (en) * 2018-12-07 2019-02-19 钟兵 A kind of cement base very-high performance artificial slabstone and its mounting structure

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101514360B1 (en) * 2014-08-04 2015-04-22 (주)민예 the composite mortar combined stone panel unit
CN204609206U (en) * 2014-11-27 2015-09-02 钟兵 Adopt the cladding cement based artificial flat-plate stone combined with wet combining
CN105155794A (en) * 2015-08-18 2015-12-16 深圳广田装饰集团股份有限公司 Stone wet hanging method and stone wet hanging structure for gypsum aerated brick wall surface
CN207177171U (en) * 2017-09-14 2018-04-03 烟台展盈节能环保材料有限公司 A kind of erecting device of heat insulating decorative board and the insulated wall using the device
CN109356351A (en) * 2018-12-07 2019-02-19 钟兵 A kind of cement base very-high performance artificial slabstone and its mounting structure

Also Published As

Publication number Publication date
CN110374286A (en) 2019-10-25

Similar Documents

Publication Publication Date Title
CN103410332B (en) A kind of concrete hollow block reinforcement wall construction technology
CN207538350U (en) A kind of assembled cantilever stair
CN111206698A (en) Construction method of assembled wallboard
CN105019651B (en) Hollow brick fills wall into the efficient installation engineering method of winding box
CN103556819B (en) A kind of construction method of reserved constructional column hole on beam slab
CN107829569A (en) Masonry panel fracture unit method
CN107083804B (en) A kind of wall structure column joint bar construction method
EP2935715B1 (en) Reinforced blockwork construction method
CN110374286B (en) Stone wet hanging method and structure of gypsum aerated brick wall surface
CN106567543A (en) Slab-bottom structural concrete column reserved hole construction method
CN109944265A (en) The method for carrying out foundation construction using concrete light scutum
CN109057066A (en) A kind of flexible connection anti-seismic structure and construction method
CN113279596B (en) Light partition wall slotting and repairing process
CN211172565U (en) A ram for argil brick facade
CN107859337A (en) Steel-structure factory building FPB Light trabses cracking structure constructions
CN110792202B (en) Surface crack prevention and control process for assembly type partition plate joint
CN106285005B (en) Grout construction method at the top of constructional column
CN209277654U (en) A kind of orlop heap slope structure
CN113123215A (en) Construction method of platform wall and platform wall
CN208280385U (en) A kind of connecting structure of multifunctional light partition plate
CN103615114B (en) Brick setting concrete drawknot anticracking board belt construction engineering method
US2648116A (en) Method of making hollow monolithic concrete slabs
CN108789808A (en) A kind of prefabricated hollow wall board and preparation method thereof
CN220469309U (en) Mounting structure of precast concrete exhaust duct in high-rise residential building convenient to change
CN212835954U (en) Connecting node of prefabricated floor and girder steel

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant