CN112359988A - Construction method of stone whiskering diversion structure - Google Patents
Construction method of stone whiskering diversion structure Download PDFInfo
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- CN112359988A CN112359988A CN202011510402.8A CN202011510402A CN112359988A CN 112359988 A CN112359988 A CN 112359988A CN 202011510402 A CN202011510402 A CN 202011510402A CN 112359988 A CN112359988 A CN 112359988A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/64—Insulation or other protection; Elements or use of specified material therefor for making damp-proof; Protection against corrosion
- E04B1/644—Damp-proof courses
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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
- E04G21/14—Conveying or assembling building elements
Abstract
The invention discloses a construction method of a stone whiskering diversion structure, which is characterized in that after the surface of a stone is subjected to impurity removal and cleaning, the wall surface to be paved with the stone is cleaned; determining the size and layout form of the pasted stone according to the actual size of the wall surface; firstly, laying a cement mortar layer on a wall surface, then arranging a plurality of guide rods at intervals, wherein the lower end of each guide rod is in contact with the bottom of the wall surface, the upper end of each guide rod extends out of the top of the wall surface, and stone is attached to the cement mortar layer and sequentially attached to the wall surface from bottom to top; forming a flow guide hole, taking out the flow guide rod after the cement mortar layer is initially set, and forming a vertical flow guide hole for discharging the saltpetering slurry between the stone and the cement mortar layer; and (4) capping, finally paving a layer of cement mortar on the top of the wall surface, and then tiling and jacking the stone material to finish the top sealing of the wall surface. The invention can effectively prevent the stone from generating the efflorescence phenomenon.
Description
Technical Field
The invention relates to the technical field of stone construction, in particular to a construction method of a stone whiskering diversion structure.
Background
With the rapid development of modern landscape architecture and the high-end pursuit of living standard of people, almost every landscape project exists: planting pond, scenery wall, waterscape fountain, enclosure, bridge and the like, and the veneering is usually stone veneering. The natural stone is usually marble, granite, etc., because the crystallization of the natural stone is relatively coarse, and a plurality of capillary pores exist inside, when the stone is paved by a wet pasting method, chemical substances such as alkali, salt, etc. in the bonding material of cement mortar permeate into the stone along the capillary pores of the stone along with moisture to form whiskering slurry, and after the moisture is evaporated, the alkali and salt substances are deposited inside and on the surface of the stone, so that the surface of the stone is whitish, hazy in gloss, white in condensation, crystallization, etc. whiskering phenomena are caused.
The scale phenomenon is mainly caused by that the necessary stone protection treatment is not carried out before the construction, the scale phenomenon of the stone is solved, the standard requirement in the building construction is that the stone needs to be soaked in the protective agent for several hours, and the protective agent is fully soaked into capillary holes of the stone, but the method is labor-consuming and time-consuming, in the actual construction, workers usually scrape the protective agent once on the back of the stone, and the actual scale prevention effect is not good. Therefore, it is important to provide a construction method capable of preventing the stone from efflorescence.
Disclosure of Invention
Aiming at the defects of the prior art, the technical problems to be solved by the invention are as follows: the construction method of the stone whiskering diversion structure can effectively prevent the stone from whiskering.
In order to solve the technical problems, the invention adopts the following technical scheme:
a construction method of a stone whiskering diversion structure comprises the following steps of A, pretreatment, cleaning up the wall surface of stone after removing impurities and cleaning, and cleaning up the wall surface to be paved with stone; B. typesetting and paying off, namely determining the size and layout form of the pasted stone according to the actual size of the wall surface; C. arranging guide rods, laying a cement mortar layer on the wall surface, arranging a plurality of vertical guide rods at intervals, wherein the lower end of each guide rod is in contact with the bottom of the wall surface, the upper end of each guide rod extends out of the top of the wall surface, stone is attached to the cement mortar layer, the back of the stone is attached to the guide rods, and the stone is sequentially attached to the wall surface from bottom to top; D. forming a flow guide hole, taking out the flow guide rod after the cement mortar layer is initially set, and forming a vertical flow guide hole for discharging the saltpetering slurry between the stone and the cement mortar layer; E. and (4) capping, finally paving a layer of cement mortar on the top of the wall surface, and then tiling and jacking the stone material to finish the top sealing of the wall surface.
The construction method is mainly suitable for stone wet-pasting construction operation of landscape vertical surfaces, particularly granite construction, because the granite is more prone to saltpetering. The construction method of follow stone material improves itself in this scheme, through arranging many guide posts in advance before the cement mortar layer, then treat cement mortar layer initial set back, takes out the guide post, has just formed many confession whiskering thick liquid exhaust water conservancy diversion holes between cement mortar layer and stone material, and the pass in water conservancy diversion hole can be circular, also can be for rectangle or square etc. thereby avoided whiskering thick liquid to get into the inside whiskering phenomenon that takes place of stone material through the water conservancy diversion hole. Generally, the alkali-efflorescence protection of the stone is generally improved from the material, and various protective agents are coated on the back of the stone to prevent the alkali-efflorescence phenomenon of the stone. And utilize the water conservancy diversion hole that forms between mortar layer and stone material in this scheme, the saltpetering thick liquid just can be discharged through this water conservancy diversion hole like this. Because the density of wall surface layer and stone material is great relatively, and the water conductivity is relatively poor, consequently under the prerequisite that the water conservancy diversion hole exists, the saltpetering thick liquid that produces in the mortar layer is changeed to the water conservancy diversion hole department naturally and is assembled, then the saltpetering thick liquid under the action of gravity, from last to flowing to the wall bottom and discharging down to the saltpetering phenomenon has been avoided the saltpetering thick liquid to soak the inside saltpetering phenomenon that appears of stone material. And the top of the flow guide hole can be ensured to be closed by the top pressing stone, so that the mortar layer is prevented from being corroded by external rainwater.
And C, pre-smearing a plurality of vertical cement mortar strips on the wall surface before laying the cement mortar layer, and arranging the guide rod after the cement mortar strips are initially set to enable the guide rod to be attached to the cement mortar strips.
Like this, because the quantity of water conservancy diversion hole is limited, still can have some saltpetering thick liquids in the stone material, pastes through water conservancy diversion hole and stone material back and leans on, and the saltpetering thick liquid in the stone material is also changeed and is discharged from water conservancy diversion hole department like this. And in order to avoid when laying the stone material, the inward extrusion of stone material probably can make the water conservancy diversion pole inwards shift, and the phenomenon that water conservancy diversion hole and stone material back stagger appears, consequently sets up the vertical cement mortar strip of multichannel on the wall in advance, can provide the supporting role for the water conservancy diversion pole after the cement mortar strip sets for the beginning like this, avoids appearing the water conservancy diversion pole when pasting and establishing the stone material and squints inwards and cause the phenomenon that water conservancy diversion hole and stone material do not communicate.
Preferably, in step C, when the guide rods are arranged, a layer of release agent is fully coated on the outer walls of the guide rods.
Like this, through scribbling the one deck release agent at the outer wall of water conservancy diversion pole, treat cement mortar layer initial set back, can be light extract the water conservancy diversion pole, avoid appearing drawing out the phenomenon that the difficulty caused the stone material to become flexible unstability because of the water conservancy diversion pole.
As an optimization, in the step C, when laying the stone material, firstly, a row of stone materials are laid along the length direction at the bottom of the wall surface, and after the guide rods are primarily fixed, the stone materials are sequentially attached from bottom to top.
Like this, lay one row of stone material at wall bottom length direction earlier, can utilize stone material and cement mortar layer preliminary bonding back like this, tentatively fix many guide poles, then by supreme subsides in proper order down establishing the stone material, can avoid the problem of guide pole location difficulty like this, improved the operating efficiency.
And C, optimally, after the stone is pasted by using cement mortar, knocking the stone by using a rubber hammer to compact the stone, and then pointing the joint position of the stone.
Like this, use the rubber hammer to strike and carry out the compaction after, have partial cement mortar to spill over from mortar joint, consequently through pointing processing, guaranteed the apparent quality of stone material surface.
As optimization, the back of the stone is processed with vertical guiding gutters, the guiding gutters of the upper and lower adjacent stones are positioned on the same straight line, the guiding gutters of the stones are attached to and clamped on the corresponding guiding rods, and one sides of the guiding rods, which are close to the cement mortar layer, protrude out of the guiding gutters.
Like this, because also can have a small amount of saltpetering thick liquid in the capillary among the stone material, through the back processing guiding gutter at the stone material, the water conservancy diversion pole is close to cement mortar layer one side protrusion outside the guiding gutter, thereby the water conservancy diversion hole part that forms is arranged in the stone material, the part is arranged in the cement mortar layer, more do benefit to the saltpetering thick liquid between cement mortar layer and stone material like this and discharge from the water conservancy diversion hole, the water conservancy diversion area of saltpetering thick liquid has been increased, improve the discharge capacity of saltpetering thick liquid, greatly reduced the probability that the saltpetering phenomenon takes place for the stone material.
As optimization, stone material back processing has the storage tank that vertical confession water conservancy diversion pole held, and the storage tank of adjacent stone material about and be located same straight line, the storage tank of stone material is just to on the water conservancy diversion pole that corresponds, and the water conservancy diversion pole is close to the notch parallel and level of cement mortar layer one side and storage tank.
Like this, the guide rod is directly inserted and is located in the storage tank at the stone material back, avoids cement mortar to get into the storage tank of stone material in, and the back is taken out to the guide rod, and the storage tank has just formed the water conservancy diversion hole, and the water conservancy diversion hole is located the stone material back like this, can play the drainage effect to the saltpetering thick liquid equally, uses under the thinner condition in mainly applicable cement mortar layer.
Preferably, the left side and the right side of the stone in the length direction are respectively provided with at least one flow guide hole.
Like this, because the mortar joint position department between the adjacent stone material of left and right sides does not have the shielding of stone material, consequently this region is the weak region that the saltpetering thick liquid spills over, and most saltpetering thick liquid all easily overflows in this region, consequently sets up a water conservancy diversion hole respectively in stone material length direction's the left and right sides, and every vertical mortar joint position department all has two water conservancy diversion holes like this to can be with the saltpetering thick liquid in region abundant water conservancy diversion to the water conservancy diversion downthehole, discharge to the outside by the water conservancy diversion hole. When the length of the stone is more than 600mm, a diversion hole can be arranged at the middle position of the stone in the length direction to ensure the diversion capability of the saltpetering slurry. The distance between adjacent diversion holes is not more than 600 mm.
Preferably, the guide rod is made of smooth round steel bars.
Therefore, the section of the plain round steel bar is circular, the plain round steel bar is convenient to take out, the steel bar is convenient to obtain, the steel bar can be recycled, and the phi 6 or phi 8 steel bar can be selected.
In conclusion, the beneficial effects of the invention are as follows: according to the construction method, the vertical guide rods are arranged in front of the cement mortar layer in advance, and then the guide rods are taken out after the cement mortar layer is initially set, so that a plurality of guide holes for discharging the saltpetering slurry are formed between the cement mortar layer and the stone, and the saltpetering phenomenon caused when the saltpetering slurry enters the stone is avoided. Generally, the alkali-efflorescence protection of the stone is generally improved from the material, and various protective agents are coated on the back of the stone to prevent the alkali-efflorescence phenomenon of the stone. And utilize the water conservancy diversion hole that forms between mortar layer and stone material in this scheme, the saltpetering thick liquid just can be discharged through this water conservancy diversion hole like this. Because the density of wall surface layer and stone material is great relatively, and the water conductivity is relatively poor, consequently under the prerequisite that the water conservancy diversion hole exists, the saltpetering thick liquid that produces in the mortar layer is changeed to the water conservancy diversion hole department naturally and is assembled, then the saltpetering thick liquid under the action of gravity, from last to flowing to the wall bottom and discharging down to the saltpetering phenomenon has been avoided the saltpetering thick liquid to soak the inside saltpetering phenomenon that appears of stone material. And the top of the flow guide hole can be ensured to be closed by the top pressing stone, so that the mortar layer is prevented from being corroded by external rainwater.
Drawings
For purposes of promoting a better understanding of the objects, aspects and advantages of the invention, reference will now be made in detail to the present invention as illustrated in the accompanying drawings, in which:
FIG. 1 is a side cross-sectional view of a structure according to the present construction method;
FIG. 2 is a cross-sectional view of the first embodiment A-A of FIG. 1;
FIG. 3 is a cross-sectional view of embodiment two of A-A of FIG. 1;
FIG. 4 is a cross-sectional view of embodiment three of A-A in FIG. 1.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Reference numerals in the drawings of the specification include: wall 1, cement mortar layer 2, stone material 3, water conservancy diversion hole 4.
In the construction method of the alkali-efflorescence stone diversion structure in the specific embodiment, as shown in fig. 1 and fig. 2, in the first embodiment, under the condition that the back surface of the stone is not provided with a groove, a pretreatment is carried out, the surface of the stone 3 is subjected to impurity removal and cleaning, and meanwhile, the wall surface 1 to be paved with the stone 3 is cleaned; B. typesetting and paying off, namely determining the size and layout form of the pasted stone according to the actual size of the wall surface; C. arranging guide rods, laying a cement mortar layer 2 on a wall surface 1, arranging a plurality of vertical guide rods at intervals, wherein the lower end of each guide rod is in contact with the bottom of the wall surface, the upper end of each guide rod extends out of the top of the wall surface, attaching stone 3 to the cement mortar layer 2, the back of the stone 3 is attached to the guide rods, and the stone 3 is sequentially attached to the wall surface from bottom to top; D. forming a flow guide hole 4, taking out the flow guide rod after the cement mortar layer 2 is initially set, and forming a vertical flow guide hole 4 for discharging the saltpeter slurry between the stone 3 and the cement mortar layer 2; E. and (4) capping, finally paving a layer of cement mortar on the top of the wall surface, and then tiling and jacking the stone material to finish the top sealing of the wall surface.
The construction method is mainly suitable for stone wet-pasting construction operation of landscape vertical surfaces, particularly granite construction, because the granite is more prone to saltpetering. The construction method from the stone material improves itself in this scheme, through arrange many guide posts in advance before cement mortar layer 2, then treat cement mortar layer 2 after the initial set, take out the guide post, just formed many confession saltpeter thick liquid exhaust water conservancy diversion holes 4 between cement mortar layer 2 and stone material 3, the pass in water conservancy diversion hole 4 can be circular, also can be for rectangle or square etc. thereby avoided saltpeter thick liquid to get into 3 inside saltpeter phenomena that take place of stone material through water conservancy diversion hole 4. Generally, the alkali-efflorescence protection of the stone is generally improved from the material, and various protective agents are coated on the back of the stone to prevent the alkali-efflorescence phenomenon of the stone 3. And the diversion hole 4 that forms between cement mortar layer 2 and stone material 3 is utilized in this scheme, so the saltpetering thick liquid just can be discharged through this diversion hole 4. Because the density of wall 1 and stone material 3 is great relatively, the water conductivity is relatively poor, consequently under the prerequisite that water conservancy diversion hole 4 exists, the saltpetering thick liquid that produces in the cement mortar layer 2 is changeed naturally and is assembled to water conservancy diversion hole 4 department, then the saltpetering thick liquid under the action of gravity, from last to flowing down to the wall bottom and discharging to the saltpetering phenomenon has been avoided the saltpetering thick liquid to soak 3 inside appearances of stone material. And the top of the flow guide hole 4 can be ensured to be closed by the top pressing stone 3, so that the mortar layer is prevented from being corroded by external rainwater.
In a specific embodiment, in step C, before laying the cement mortar layer 2, a plurality of vertical cement mortar strips are pre-smeared on the wall surface 1, and after the cement mortar strips are initially set, the guide rods are arranged to be attached to the cement mortar strips.
Like this, because the quantity of water conservancy diversion hole 4 is limited, still can have some saltpetering thick liquids in the stone material 3, lean on with the 3 backs of stone material through water conservancy diversion hole 4, the saltpetering thick liquids in the stone material 3 also is changeed and is discharged from water conservancy diversion hole 4 like this. And in order to avoid when laying stone material 3, 3 inside extrusions of stone material can make the water conservancy diversion pole inwards shift, and the phenomenon that water conservancy diversion hole 4 and 3 backs of stone material stagger appears, consequently set up the vertical cement mortar strip of multichannel on the wall in advance, can provide supporting role for the water conservancy diversion pole after the cement mortar strip sets for the beginning like this, avoid appearing the water conservancy diversion pole when pasting and establishing stone material 3 and squint inwards and cause the phenomenon that water conservancy diversion hole 4 and stone material 3 do not communicate.
In a specific embodiment, in step C, when the guide rods are arranged, a layer of release agent is coated on the outer walls of the guide rods.
Like this, through scribbling the one deck release agent at the outer wall of guide rod, treat cement mortar layer 2 initial set back, can be relaxed extract the guide rod, avoid appearing drawing out the phenomenon that the difficulty causes stone material 3 to become flexible unstability because of the guide rod.
In a specific embodiment, in step C, when laying the stone 3, firstly lay a row of stones 3 along the length direction at the bottom of the wall surface, preliminarily fix the guide rods, and then sequentially attach the stones 3 from bottom to top.
Like this, lay one row of stone material 3 in 1 bottom length direction of wall earlier, can utilize stone material 3 and cement mortar layer 2 preliminary bonding back like this, tentatively fix many guide rods, then paste in proper order by supreme down and establish stone material 3, can avoid the problem of guide rod location difficulty like this, improved the operating efficiency.
In the specific implementation mode, in the step C, cement mortar is required to fill the mortar joint gap, the stone 3 is knocked by a rubber hammer to be compacted, and then the cement mortar which exceeds the outer surface of the stone 3 after being compacted is subjected to pointing treatment.
Thus, after the stone is knocked by the rubber hammer to be compacted, part of cement mortar overflows from the mortar joint, and the apparent quality of the outer surface of the stone 3 is ensured through pointing treatment.
Example two: as shown in fig. 3, the back of the stone 3 is processed with vertical guiding gutters, and the guiding gutters of the upper and lower adjacent stones 3 are located on the same straight line, the guiding gutters of the stones 3 are attached to and clamped on the corresponding guiding rods, and one side of the guiding rods, which is close to the cement mortar layer 2, protrudes out of the guiding gutters.
Like this, because also can have a small amount of saltpetering thick liquid in the capillary among the stone material 3, through the back processing guiding gutter at stone material 3, the guide pole is close to cement mortar layer 2 one side protrusion outside the guiding gutter, thereby 4 parts in stone material 3 in the water conservancy diversion hole that form, the part is arranged in cement mortar layer 2, more do benefit to the saltpetering thick liquid between cement mortar layer 2 and stone material 3 like this and discharge from water conservancy diversion hole 4, the water conservancy diversion area of saltpetering thick liquid has been increased, improve the discharge capacity of saltpetering thick liquid, greatly reduced stone material 3 take place the probability of saltpetering phenomenon.
Example three: as shown in fig. 4, the back surface of the stone 3 is provided with a vertical containing groove for the guide rod to contain, and the containing grooves of the upper and lower adjacent stones 3 are located on the same straight line, the containing groove of the stone 3 is aligned to the corresponding guide rod, and one side of the guide rod close to the cement mortar layer 2 is flush with the notch of the containing groove.
Like this, the guide rod is directly inserted and is located in the storage tank at the 3 backs of stone material, avoids cement mortar to get into in the storage tank of stone material 3, and the back is taken out to the guide rod, and the storage tank has just formed guide hole 4, and guide hole 4 is located the 3 backs of stone material like this, can play the drainage effect to the saltpetering thick liquid equally, uses under the thinner condition of mainly being applicable to cement mortar layer 2.
In a specific embodiment, at least one diversion hole 4 is respectively arranged on the left side and the right side of the stone in the length direction.
Like this, because the mortar joint position department between the adjacent stone material of left and right sides does not have the shielding of stone material, consequently this region is the weak region that the saltpetering thick liquid spills over, and most saltpetering thick liquid all easily overflows in this region, consequently sets up a water conservancy diversion hole 4 respectively in stone material length direction's the left and right sides, every vertical mortar joint position department all has two water conservancy diversion holes like this to can be with the saltpetering thick liquid in region abundant water conservancy diversion to the water conservancy diversion downthehole, discharge to the outside by the water conservancy diversion hole. When the length of the stone is more than 600mm, a diversion hole can be arranged at the middle position of the stone in the length direction to ensure the diversion capability of the saltpetering slurry. The distance between adjacent diversion holes is not more than 600 mm.
In the specific implementation process, the guide rod is made of smooth round steel bars.
Therefore, the section of the plain round steel bar is circular, the plain round steel bar is convenient to take out, the steel bar is convenient to obtain, the steel bar can be recycled, and the phi 6 or phi 8 steel bar can be selected.
In the specific implementation process, the bottom of the wall surface is provided with guide grooves arranged along the length direction of the wall surface, the cross section of each guide groove is U-shaped, and the lower end of each guide hole is communicated with the guide groove; the diversion trench is arranged with a certain gradient.
Like this, can drain the saltpetering thick liquid in the water conservancy diversion hole through the guiding gutter to avoid appearing the saltpetering thick liquid on the ground of wall bottom.
Finally, it is noted that the above-mentioned embodiments illustrate rather than limit the invention, and that, while the invention has been described with reference to preferred embodiments thereof, it will be understood by those skilled in the art that various changes in form and details may be made therein without departing from the spirit and scope of the invention as defined by the appended claims.
Claims (9)
1. A construction method of a stone whiskering diversion structure is characterized in that: comprises the following steps of (a) carrying out,
A. pretreatment: removing impurities from the surface of the stone, cleaning the surface of the wall to be paved with the stone;
B. typesetting and paying off: determining the size and layout form of the pasted stone according to the actual size of the wall surface;
C. arranging a guide rod: firstly, laying a cement mortar layer on a wall surface, then arranging a plurality of vertical guide rods at intervals, wherein the lower end of each guide rod is in contact with the bottom of the wall surface, the upper end of each guide rod extends out of the top of the wall surface, stone is attached to the cement mortar layer, the back of the stone is attached to the guide rods, and the stone is sequentially attached to the wall surface from bottom to top;
D. forming a flow guide hole: after the cement mortar layer is initially set, taking out the guide rod, and forming a vertical guide hole for discharging the saltpetering slurry between the stone and the cement mortar layer;
E. capping: and finally, paving a layer of cement mortar on the top of the wall surface, and then paving and pressing the stone to finish the top sealing of the wall surface.
2. The construction method of the crystalline bloom stone diversion structure according to claim 1, wherein: in step C, before laying the cement mortar layer, pre-smearing a plurality of vertical cement mortar strips on the wall surface, and after the cement mortar strips are initially set, arranging the guide rod to enable the guide rod to be attached to the cement mortar strips.
3. The construction method of the crystalline bloom stone diversion structure as claimed in claim 2, wherein: in the step C, when the guide rods are arranged, a layer of release agent is fully coated on the outer walls of the guide rods.
4. The construction method of the crystalline bloom stone diversion structure as claimed in claim 3, wherein: in the step C, when the stone is laid, firstly, a row of stones are laid at the bottom of the wall along the length direction, and after the guide rods are preliminarily fixed, the stones are sequentially attached from bottom to top.
5. The construction method of the crystalline bloom stone diversion structure according to claim 1, wherein: and C, after the stone is pasted by cement mortar, knocking the stone by a rubber hammer to compact the stone, and then jointing the joint position of the stone.
6. The construction method of the crystalline bloom stone diversion structure according to claim 1, wherein: the processing of stone material back has vertical guiding gutter, and the guiding gutter of upper and lower adjacent stone material is located same straight line, the guiding gutter of stone material pastes and block on the guide rod that corresponds, and the guide rod is close to cement mortar layer one side protrusion outside the guiding gutter.
7. The construction method of the crystalline bloom stone diversion structure according to claim 1, wherein: the processing of stone material back has the vertical storage tank that supplies the guide post to hold, and the storage tank of adjacent stone material about and be located same straight line, the storage tank of stone material is just to on the guide post that corresponds, and the guide post is close to the notch parallel and level of cement mortar layer one side and storage tank.
8. The construction method of the crystalline bloom stone diversion structure according to claim 1, wherein: the left side and the right side of the stone in the length direction are at least respectively provided with a flow guide hole.
9. The construction method of the crystalline bloom stone diversion structure according to claim 1, wherein: the guide rod is made of smooth round steel bars.
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