Waterfall pool surface stone construction method, waterfall pool wall and waterfall pool

Abstract

The invention discloses a waterfall pool surface stone construction method, a waterfall pool wall and a waterfall pool. Firstly, the keel frame is installed on the building wall, then the surface stone is installed on the keel frame through the rigid hanging piece, and finally, the grouting material is poured between the back face of the surface stone and the building wall for compaction, so that the overall structure of the surface stone is stressed jointly by the rigid keel frame, the rigid hanging piece and the grouting material; the structural strength and the connecting strength of the rigid keel frame and the rigid hanging pieces are higher, the anti-seismic performance is higher, the problem that copper wires are broken is avoided, meanwhile, grouting materials are adopted for filling the back, so that large-area hollow parts cannot appear on the back of the stone, and the stone is prevented from being broken when bearing force in the vertical direction; the device can be effectively used in a higher and larger waterfall pool. In the wall body of the waterfall pool, the structural strength and the connecting strength of the rigid keel frame and the rigid hanging pieces are higher, the anti-seismic performance is higher, and the wall body can be effectively used in a higher and larger waterfall pool.

Description

Technical Field

[0001] The invention belongs to the technical field of building construction, relates to a garden waterscape project, and particularly relates to a stone construction method for a waterfall pool surface, a waterfall pool wall and a waterfall pool. Background Art

[0002] A waterfall pool, also known as a "waterfall", is a type of garden waterscape (living water) project. Generally speaking, a waterfall refers to a natural form of falling water, which is often combined with rockery, streams, etc., while a waterfall refers to a regular form of falling water, which is often combined with buildings, landscape walls, retaining walls, etc.

[0003] At present, the surface stone of waterfall pools is generally constructed by wet hanging method, mainly using cement mortar as the adhesive material, first hanging the board and then pouring the mortar. The specific construction process is: 1) drilling holes in the stone; 2) inserting copper wire to tie it to the stone and fixing it with mica glue; 3) fixing the copper wire with the cement steel nails on the building wall of the waterfall pool; 4) grouting between the building wall and the stone; 5) wiping the seam; 6) cleaning and maintenance. However, the copper wire and mortar in the wall structure formed by the wet hanging method are stress-bearing structures, the copper wire is easy to break, and the seismic performance is poor, which makes it difficult to effectively construct the surface stone on the higher waterfall pool. Summary of the invention

[0004] The purpose of the present invention is to provide a waterfall pool surface stone construction method, a waterfall pool wall and a waterfall pool, so as to solve the problems of easy breakage of copper wire and poor seismic performance in the waterfall pool wall formed by the above-mentioned wet hanging method, so that the surface stone can be effectively used in higher and larger waterfall pools.

[0005] To achieve the above object, the present invention provides the following solutions:

[0006] The present invention provides a method for constructing a surface stone material of a waterfall pool, comprising the steps of:

[0007] S1. Install the keel frame on the building wall of the waterfall pool;

[0008] S2, installing the surface stone on the keel frame through rigid hangers;

[0009] S3, pouring grouting material into the gap between the back of the surface stone and the building wall for compaction.

[0010] In some implementations, step S2 comprises the steps of:

[0011] S21, installing the rigid hanger on the keel frame;

[0012] S22, hanging the rigid hanger on the surface stone material processed with the hanger groove;

[0013] S23, sealing the joints between the adjacent surface stones.

[0014] In some embodiments, the rigid hanger is a T-shaped hanger, and the T-shaped hanger includes a first direction connecting member and a second direction connecting member, and the second direction connecting member is connected to the first end of the first direction connecting member and is perpendicular to the first direction connecting member;

[0015] In the step S21: connecting the second end of the first direction connecting member to the keel frame;

[0016] In the step S22: except for the top T-shaped hanger, the surface stone material with the hanger groove processed on the top and bottom of the second direction connecting member is inserted; except for the bottom T-shaped hanger, the surface stone material with the hanger groove processed on the bottom and top of the second direction connecting member is inserted;

[0017] In the step S23: at least one of a sealing strip and a sealing adhesive is filled in the joints of the upper and lower adjacent surface stones; the left and right adjacent surface stones are spliced ​​by tongue and groove, and then bonded and sealed.

[0018] In some implementations, in step S3, the grouting material is filled in layers.

[0019] In some implementations, step S1 includes the steps of:

[0020] S11, installing embedded steel bars on the building wall;

[0021] S12. Installing the keel frame on the building wall through the embedded steel bars.

[0022] The present invention also provides a waterfall pool wall, comprising:

[0023] Building walls;

[0024] A keel frame is arranged on the building wall;

[0025] The surface stone is arranged on the keel frame through rigid hangers;

[0026] The slurry filling layer is poured into the gap between the surface stone and the building wall to reinforce the connection between the surface stone and the building wall.

[0027] In some embodiments, the rigid hanger is a T-shaped hanger, which includes a first direction connecting member and a second direction connecting member, the second direction connecting member is connected to the first end of the first direction connecting member and is perpendicular to the first direction connecting member, and the second end of the first direction connecting member is connected to the keel frame;

[0028] Multiple layers of T-shaped hangers are arranged on the keel frame at intervals along the height direction of the building wall, and the surface stones are arranged between any two adjacent layers of the T-shaped hangers, wherein hanger grooves are provided at the top and bottom of any one of the surface stones, and except for the topmost layer of the T-shaped hangers, the top of the second-direction connecting member of any one of the T-shaped hangers is inserted into the bottom hanging groove of the surface stone above to support the surface stone above, and except for the bottommost layer of the T-shaped hangers, the bottom of the second-direction connecting member of any one of the T-shaped hangers is inserted into the top hanging groove of the surface stone below to press against the surface stone below;

[0029] At least one of a sealing strip and a sealing adhesive is filled in the joints of any upper and lower adjacent surface stones; and any left and right adjacent surface stones are spliced ​​through tongue and groove and then bonded and sealed.

[0030] In some embodiments, in any upper and lower adjacent joints of the surface stones, a sealing strip and a sealant are simultaneously filled on the front side of the second direction connecting member, wherein the sealant is arranged close to the outer surface of the surface stone, and the sealing strip is filled between the sealant and the second direction connecting member.

[0031] In some embodiments, the keel frame comprises:

[0032] A plurality of main keels, any one of which is arranged along the height direction of the building wall, and the plurality of main keels are arranged at intervals;

[0033] A plurality of secondary keels, any two adjacent main keels are connected by the secondary keels, and any one of the secondary keels is perpendicular to the main keel; the plurality of secondary keels between any two adjacent main keels are arranged at intervals along the length direction of the main keel.

[0034] In some embodiments, the keel frame is fixed to the building wall through a plurality of embedded steel bars, wherein the embedded steel bars are embedded in the building wall, and the main keel of the keel frame is welded to the embedded steel bars.

[0035] In some implementations, any one of the main keels is a channel steel, any one of the secondary keels is an angle steel, and the rigid hanger is fixed to the secondary keel.

[0036] In some embodiments, a ground-supporting steel plate is disposed at the bottom end of at least one of the main keels.

[0037] In some embodiments, a reinforcement expansion bolt is welded to the outer side of at least one of the main keels near its bottom end, and the reinforcement expansion bolt is fixedly connected to the building wall via the reinforcement bolt.

[0038] In some embodiments, the edge of any one of the hanger slots is chamfered.

[0039] The present invention also provides a waterfall pool, comprising a sinking pool and any one of the above-mentioned waterfall pool walls, wherein the sinking pool is arranged at the bottom of the waterfall pool wall, located on the side of the surface stone away from the building wall.

[0040] Compared with the prior art, the present invention has achieved the following technical effects:

[0041] The surface stone construction method of the waterfall pool proposed by the present invention is to first install a keel frame on the building wall of the waterfall pool, then install the surface stone on the keel frame through rigid hangers, and finally pour grouting material in the gap between the back of the surface stone and the building wall for compaction. The formed surface stone overall structure is jointly stressed by the keel frame and the grouting material. The surface stone is installed on the keel frame through rigid hangers, and the connection structure has higher strength and stronger earthquake resistance, which can avoid the problem of copper wire breaking, and improve the construction effect of the surface stone and its connection strength with the building wall; and the back of the surface stone is filled with grouting material, so that there will be no large area of ​​hollow part behind the stone, and the stone is prevented from being broken by vertical force. In summary, the above-mentioned surface stone construction method of the waterfall pool uses a rigid keel frame in combination with rigid hangers to install the surface stone, and uses grouting material to grout to enhance the connection strength between the back of the surface stone and the building wall, thereby improving the construction and installation strength of the surface stone, and can be effectively used in higher and larger waterfall pools.

[0042] The present invention proposes a waterfall pool wall, in which the overall surface stone structure relies on a rigid keel frame, a rigid hanger and a slurry filling layer to bear force together. The rigid keel frame and the rigid hanger have higher structural strength and connection strength, and stronger earthquake resistance, and there will be no problem of copper wire breakage. At the same time, the slurry filling layer at the back prevents a large area of ​​hollow parts from appearing at the back of the stone, thereby avoiding the stone from being broken when subjected to vertical force. The wall can be effectively used in higher and larger waterfall pools.

[0043] The waterfall pool proposed by the present invention includes the above-mentioned waterfall pool wall. All the specific features of the above-mentioned waterfall pool wall are not repeated here. BRIEF DESCRIPTION OF THE DRAWINGS

[0044] In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required for use in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.

[0045] Figure 1 A schematic diagram of a process for constructing a stone material on the surface of a waterfall pool disclosed in one or more embodiments;

[0046] Figure 2 A longitudinal cross-sectional schematic diagram of a waterfall pool disclosed in one or more embodiments;

[0047] Figure 3 for Figure 2 A schematic diagram of the enlarged structure at A in the middle;

[0048] Figure 4 for Figure 2 A schematic diagram of the enlarged structure at B in the middle;

[0049] Figure 5 A schematic diagram of the front exterior wall of a waterfall pool wall disclosed in one or more embodiments;

[0050] Figure 6 for Figure 5 Schematic diagram of the enlarged structure at C in the middle;

[0051] Figure 7 A schematic cross-sectional view of a waterfall pool disclosed in one or more embodiments;

[0052] Figure 8 A schematic diagram of the sealed joint between upper and lower adjacent surface stones disclosed in one or more embodiments;

[0053] Fig. 9 A schematic diagram of the sealed splicing between left and right adjacent surface stones disclosed in one or more embodiments.

[0054] In the figure, the reference numerals are:

[0055] 100. Waterfall pool;

[0056] 1. Waterfall pool wall;

[0057] 11. Building walls;

[0058] 12. keel frame; 121. main keel; 122. secondary keel;

[0059] 13. Surface stone; 131. Pendant slot;

[0060] 14. Rigid hanging member; 141. First direction connecting member; 142. Second direction connecting member;

[0061] 15. Slurry filling layer;

[0062] 16. Sealing strip;

[0063] 17. Sealant;

[0064] 18. Tongue and groove seams;

[0065] 19. Pre-buried steel bars;

[0066] 110. Ground support steel plate;

[0067] 111. Reinforce expansion bolts;

[0068] 112. Tighten the bolts;

[0069] 2. Sinking pool;

[0070] 3. Water outlet;

[0071] 4. Water supply pipe;

[0072] 5. Return pipe;

[0073] 6. Water storage area. DETAILED DESCRIPTION

[0074] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0075] One of the purposes of the present invention is to provide a method for constructing stone on the surface of a waterfall pool, so as to solve the problems of easy breakage of copper wire and poor seismic performance in the wall of the waterfall pool formed by the wet hanging method, so as to enable the surface stone to be effectively used in higher and larger waterfall pools.

[0076] Another object of the present invention is to provide a waterfall pool wall to solve the problems of easy breakage of copper wire and poor seismic performance in the waterfall pool wall formed by wet hanging construction method, so that the surface stone can be effectively used in higher and larger waterfall pools.

[0077] Another object of the present invention is to provide a waterfall pool comprising the above-mentioned waterfall pool wall.

[0078] In order to make the above-mentioned objects, features and advantages of the present invention more obvious and easy to understand, the present invention is further described in detail below with reference to the accompanying drawings and specific embodiments.

[0079] Example 1

[0080] like Figure 1 to Figure 3 As shown, this embodiment proposes a method for constructing the surface stone of a waterfall pool, which mainly includes the following steps: S1, installing a keel frame 12 on the building wall 11 of the waterfall pool 100; S2, installing the surface stone 13 on the keel frame 12 through a rigid hanger 14; S3, pouring grouting material in the gap between the back of the surface stone 13 and the building wall 11 for compaction. The surface stone constructed by the above-mentioned waterfall pool surface stone construction method has an overall structure in which the keel frame 12 and the grouting material are jointly subjected to force. The surface stone 13 is installed on the keel frame 12 through the rigid hanger 14. The rigid hanger 14 refers to a hanger that can be used in construction and has high hardness and deformation resistance. Compared with the copper wire that is easy to bend and deform, the rigid hanger 14 is used as the stone hanging part. The connection structure is stronger and the seismic performance is stronger, which can avoid the problem of copper wire breakage, thereby improving the construction effect of the surface stone and its connection strength with the building wall 11; and the back of the surface stone 13 is filled with grouting material, so that there will be no large area of ​​hollow part behind the stone, thereby avoiding the stone from being broken when subjected to vertical force. In summary, the above-mentioned waterfall pool surface stone construction method utilizes a rigid keel frame in conjunction with rigid hangers to install the surface stone, and utilizes grouting material to enhance the connection strength between the back of the surface stone 13 and the building wall 11, thereby improving the construction and installation strength of the surface stone, and can be effectively used in higher and larger waterfall pools.

[0081] In some implementations, step S2 can be specifically performed according to the following steps: S21, installing a rigid hanger 14 on the keel frame 12; S22, hanging the rigid hanger 14 on the surface stone 13 processed with a hanger groove 131, wherein the surface stone 13 is adapted and installed with the rigid hanger 14 through the hanger groove 131; S23, sealing the joints of adjacent surface stones 13.

[0082] In some embodiments, Figure 3As shown, the rigid hanger 14 is preferably a T-shaped hanger, which includes a first direction connecting member 141 and a second direction connecting member 142. The second direction connecting member 142 is connected to the first end of the first direction connecting member 141 and is perpendicular to the first direction connecting member 141. Preferably, the first direction connecting member 141 and the second direction connecting member 142 are both plate structures, and the midpoint of the second direction connecting member 142 is connected to the first end of the first direction connecting member 141. Based on this T-shaped hanger, when executing step S21, the second end of the first direction connecting member 141 is connected to the keel frame 12. Generally, the second end of the first direction connecting member 141 can be fixed to the keel frame 12 by a fastening bolt 112 in combination with a fastening nut, or can be directly welded to the keel frame 12. Since the surface stone 13 is generally installed in the form of multiple pieces assembled, based on the above-mentioned T-shaped hanger, when executing step S22, except for the top-layer T-shaped hanger, the top of each second-direction connecting member 142 is inserted into the surface stone 13 with a hanger groove 131 processed at the bottom. Similarly, except for the bottom-layer T-shaped hanger, the bottom of each second-direction connecting member 142 is inserted into the surface stone 13 with a hanger groove 131 processed at the top. From a structural point of view, multiple layers of T-shaped hangers are arranged along the height direction on the building wall 11, which can be specifically divided into the topmost T-shaped hanger, the bottommost T-shaped hanger and the middle-layer T-shaped hanger located between the topmost and bottommost layers. The top and bottom of the second direction connecting member 142 of any middle-layer T-shaped member are respectively inserted with surface stones 13, while the topmost T-shaped hanger generally only has the bottom of the second direction connecting member 142 inserted with surface stones 13. Similarly, the bottommost T-shaped hanger generally only has the top of the second direction connecting member 142 inserted with surface stones 13. Any two adjacent layers of surface stones 13 are connected to a layer of T-shaped hangers. After step S22, when executing step S23, at least one of the sealing strip 16 and the sealant 17 is filled in the joints of the upper and lower adjacent surface stones 13 to achieve the sealing of the upper and lower joints of the surface stones 13; at the same time, the left and right adjacent surface stones 13 are spliced ​​by tongue and groove to achieve the sealing of the left and right joints of the surface stones 13.

[0083] It should be noted that the surface stone 13 adapted to be installed with the above-mentioned T-shaped hanger is a rectangular stone with hanger grooves 131 on the top and bottom and splicing tongues and grooves on the left and right sides. The location and number of the rigid hangers 14 can be adjusted appropriately according to the on-site construction conditions. Except for the bottommost surface stone 13, each of the remaining surface stones 13 is usually equipped with no less than 4 rigid hangers 14, and the 4 rigid hangers 14 are respectively located at the four corners of the surface stone 13.

[0084] In some embodiments, the hanger grooves 131 on the surface stone 13 can be processed before construction (i.e., before step S1), or the hanger grooves 131 can be cut and cut on the top and bottom of the surface stone 13 after the rigid hangers 14 are installed on the keel frame 12.

[0085] In some embodiments, in step S3, the grouting material is preferably filled in layers, and after the grouting material is cured, a solid grouting layer 15 is formed between the back of the surface stone 13 and the building wall 11. The grouting material is generally a high-strength grouting material, such as cement mortar.

[0086] In some implementations, after step S3, step S4 may be added, that is, cleaning and maintaining the wall structure of the waterfall pool formed by the above construction method.

[0087] In some implementations, the keel frame 12 can be installed on the building wall 11 by pre-embedded steel bars 19 in step S1, and the specific operation can be performed according to the following steps: S11, installing pre-embedded steel bars 19 on the building wall 11; S12, installing the keel frame 12 on the building wall 11 by pre-embedded steel bars 19. One end of the pre-embedded steel bar 19 is pre-embedded in the building wall 11, and the other end extends out of the building wall 11 to connect with the keel frame 12. The provision of the pre-embedded steel bar 19 improves the connection strength between the keel frame 12 and the building wall 11. In combination with the aforementioned rigid keel frame, rigid hangers, and grouting of grouting materials, the construction effect of the surface stone can be further improved, so that it can be effectively used in higher and larger waterfall pools.

[0088] In some embodiments, the keel frame 12 includes a plurality of main keels 121 and a plurality of secondary keels 122, any one of the main keels 121 is arranged along the height direction of the building wall 11, and the plurality of main keels 121 are arranged at intervals; any two adjacent main keels 121 are connected by the secondary keel 122, and any one of the secondary keels 122 is perpendicular to the main keel 121; the plurality of secondary keels 122 between any two adjacent main keels 121 are arranged at intervals along the length direction of the main keel 121. As can be seen from the above, the keel frame 12 is formed by the main keels 121 and the secondary keels 122 arranged and connected vertically and horizontally, and the intersection of any one of the main keels 121 and any one of the secondary keels 122 is preferably welded.

[0089] In some embodiments, the embedded steel bars 19 on the building wall 11 are preferably arranged in a matrix or other uniformly distributed form. The main keel 121 is connected to the embedded steel bars 19 at the corresponding position by welding.

[0090] In some embodiments, the main keel 121 is preferably a channel steel, and the secondary keel 122 is preferably an angle steel. The channel steel is preferably a 40*80*4 galvanized channel steel (the cross section of the galvanized channel steel is "U" shaped, and its channel depth is 40 mm, the channel width is 80 mm, and the wall thickness is uniform and 4 mm); the angle steel is preferably a 40*40*4 galvanized angle steel (the cross section of the galvanized angle steel is a right angle, and the length of its two right angle sides is 40 mm, and the wall thickness is uniform and 4 mm). Figure 3 and Figure 7 As shown, the two ends of the secondary keel 122 are respectively welded to the main keels 121 on both sides; Figure 3 As shown, the second end of the first direction connecting member 141 overlaps the top right-angled side of the secondary keel 122, and is connected and fixed to the secondary keel 122 by a fastening bolt 112. The fastening bolt 112 is preferably a galvanized bolt.

[0091] In some embodiments, in addition to the embedded steel bars 19, the main keel 121, the secondary keel 122 and other metal accessories are preferably made of galvanized material to effectively prevent rust. At the same time, all welding parts should be rust-proofed.

[0092] In some embodiments, a ground-supporting steel plate 110 is disposed at the bottom end of at least one main keel 121. The ground-supporting steel plate 110 can increase the contact area between the bottom end of the main keel 121 and the ground, and can improve the supporting force of the entire keel frame 12. Figure 6 As shown, preferably, a ground-supporting steel plate 110 is provided at the bottom end of each main keel 121 . The ground-supporting steel plate 110 is preferably a rectangular steel plate with a length of 200 mm, a width of 100 mm, and a thickness of 5 mm, and is welded to the main keel 121 .

[0093] In some embodiments, at least one main keel 121 is welded with a reinforcement expansion bolt 111 on the outer side near the bottom end thereof, and the reinforcement expansion bolt 111 is fixedly connected to the building wall 11 through the reinforcement bolt. Figure 6 As shown, preferably, each main keel 121 is welded with a reinforcing expansion bolt 111 on the outer side near its bottom end, and the reinforcing expansion bolt 111 is 0.3m to 0.8m away from the bottom end of the main keel 121, with 0.5m being optimal. The provision of the reinforcing expansion bolt 111 can further enhance the supporting force of the keel frame 12 and the connection strength between it and the building wall 11. The lateral spacing of the reinforcing expansion bolt 111 is adapted to the spacing distance of the main keel 121, generally 0.8m to 1.1.mm, with 1m being optimal. The above-mentioned reinforcing expansion bolt 111 is preferably a galvanized expansion bolt to prevent rust, and its size specification may be M16*200mm.

[0094] In some implementations, in order to improve the construction quality of the surface stone 13, after it is fitted and inserted into the T-shaped hanger through the top or bottom hanger slot 131, glue is poured into the hanger slot 131 to improve the connection strength between the surface stone 13 and the T-shaped hanger. The glue filled between the hanger slot 131 and the T-shaped hanger can be marble glue.

[0095] In some embodiments, the edge of any hanger slot 131 is chamfered to facilitate the insertion of the T-shaped hanger, and the chamfer angle can be 30° to 50°, with a 45° chamfer being optimal. At the same time, the inside of the hanger slot 131 should be smooth and clean to improve viscosity.

[0096] In some embodiments, Figure 8 As shown, preferably, in any joint of the upper and lower adjacent surface stones 13, the front side of the second direction connecting member 142 is filled with a sealing strip 16 and a sealing glue 17 at the same time, wherein the sealing glue 17 is arranged close to the outer surface of the surface stone 13, and the sealing strip 16 is filled between the sealing glue 17 and the second direction connecting member 142, which can improve the sealing of the joint between the upper and lower adjacent surface stones 13. The sealing strip 16 is preferably a foam strip, and the sealing glue 17 is preferably a silicone sealant.

[0097] In some embodiments, the adjacent surface stones 13 are connected by tongue and groove (protrusions and grooves) to form a Fig. 9 The folded line-shaped tongue-and-groove joint 18 shown in the figure can improve the integrity of the surface stone material 13, so that the surface of each surface stone material 13 after being assembled up and down and left and right is more like an integrated board, thereby improving the aesthetics.

[0098] In some implementations, in order to improve the connection strength and sealing between the adjacent surface stones 13 on the left and right, it is preferred that after the surface stones 13 are spliced ​​by tongue and groove, sealant is also filled in the tongue and groove joint 18 .

[0099] In summary, the surface stone construction method of the waterfall pool proposed in this plan is to first fix the surface stone by means of a hanger, then use sealant to seal the stone joints, and finally use high-strength grouting material to fill the gaps behind the stone. The overall structure of the surface stone relies on the rigid keel frame, rigid hangers and grouting materials to bear the force together. The structural strength and connection strength of the rigid keel frame and rigid hangers are higher, and the seismic performance is stronger, and there will be no copper wire breakage problem. At the same time, the high-strength grouting material behind the back is filled, so that there will be no large area of ​​hollow parts behind the stone, avoiding the stone from being broken by the vertical force, and can be effectively used in higher and larger waterfall pools.

[0100] Example 2

[0101] like Figure 2 to Figure 9As shown, this embodiment proposes a waterfall pool wall 1, including a building wall 11, a keel frame 12, a surface stone 13 and a slurry filling layer 15. The keel frame 12 is arranged on the building wall 11, and the surface stone 13 is arranged on the keel frame 12 through a rigid hanger 14. The slurry filling layer 15 is poured in the gap between the surface stone 13 and the building wall 11 to reinforce the connection between the surface stone 13 and the building wall 11.

[0102] In some embodiments, Figure 3 As shown, the rigid hanger 14 preferably adopts a T-shaped hanger, which includes a first direction connecting member 141 and a second direction connecting member 142. The second direction connecting member 142 is connected to the first end of the first direction connecting member 141 and is perpendicular to the first direction connecting member 141. Preferably, the first direction connecting member 141 and the second direction connecting member 142 are both plate structures, and the midpoint of the second direction connecting member 142 is connected to the first end of the first direction connecting member 141; the second end of the first direction connecting member 141 is connected to the keel frame 12, and generally the second end of the first direction connecting member 141 can be fixed to the keel frame 12 by a fastening bolt 112 in cooperation with a fastening nut, or can be directly welded to the keel frame 12. The keel frame 12 is provided with multiple layers of T-shaped hangers at intervals along the height direction of the building wall 11, and a surface stone 13 is provided between any two adjacent layers of T-shaped hangers, wherein a hanger groove 131 is provided at the top and bottom of any surface stone 13, and except for the topmost layer of the T-shaped hanger, the top of the second direction connecting member 142 of any T-shaped hanger is inserted into the bottom hanging groove 131 of the upper surface stone 13 to support the upper surface stone 13, and except for the bottommost layer of the T-shaped hanger, the bottom of the second direction connecting member 142 of any T-shaped hanger is inserted into the top hanging groove 131 of the lower surface stone 13 to press against the lower surface stone 13. 3. That is to say, during construction, multiple layers of T-shaped hangers are arranged along the height direction on the building wall 11, which can be specifically divided into the topmost T-shaped hanger, the bottommost T-shaped hanger and the middle-layer T-shaped hanger located between the topmost and bottommost layers. The top and bottom of the second direction connecting member 142 of any middle-layer T-shaped member are respectively inserted with surface stones 13, while the topmost T-shaped hanger generally only has the bottom of the second direction connecting member 142 inserted with surface stones 13. Similarly, the bottom-layer T-shaped hanger generally only has the top of the second direction connecting member 142 inserted with surface stones 13. Any two adjacent layers of surface stones 13 are commonly connected to a layer of T-shaped hangers. The surface stone 13 installed on the keel frame 12 is installed in the form of multiple pieces of assembly. At least one of the sealing strip 16 and the sealant 17 is filled in the joints between the upper and lower adjacent surface stones 13 to achieve the sealing of the upper and lower joints of the surface stones 13; at the same time, the surface stones 13 adjacent to the left and right are spliced ​​by tongue and groove to achieve the sealing of the left and right joints of the surface stones 13.

[0103] It should be noted that the surface stone 13 adapted to be installed with the above-mentioned T-shaped hanger is a rectangular stone with hanger grooves 131 on the top and bottom and splicing tongues and grooves on the left and right sides. The location and number of the rigid hangers 14 can be adjusted appropriately according to the on-site construction conditions. Except for the bottommost surface stone 13, each of the remaining surface stones 13 is usually equipped with no less than 4 rigid hangers 14, and the 4 rigid hangers 14 are respectively located at the four corners of the surface stone 13.

[0104] In some embodiments, the hanger grooves 131 on the surface stone 13 can be processed before construction (i.e., before step S1), or the hanger grooves 131 can be cut and cut on the top and bottom of the surface stone 13 after the rigid hangers 14 are installed on the keel frame 12.

[0105] In some embodiments, the grout filling layer 15 is preferably filled by layered grouting, and after the grouting material is cured, a solid grout filling layer 15 is formed between the back of the surface stone 13 and the building wall 11. The grouting material is generally a high-strength grouting material, such as cement mortar.

[0106] In some implementations, the keel frame 12 can be installed on the building wall 11 by pre-embedded steel bars 19, and the specific steps are as follows: first install the pre-embedded steel bars 19 on the building wall 11, and then install the keel frame 12 on the building wall 11 by the pre-embedded steel bars 19. One end of the pre-embedded steel bars 19 is pre-embedded in the building wall 11, and the other end extends out of the building wall 11 to connect with the keel frame 12. The provision of the pre-embedded steel bars 19 improves the connection strength between the keel frame 12 and the building wall 11. In combination with the aforementioned rigid keel frame, rigid hangers, and grouting of grouting materials, the construction effect of the surface stone can be further improved, so that it can be effectively used in higher and larger waterfall pools.

[0107] In some embodiments, the keel frame 12 includes a plurality of main keels 121 and a plurality of secondary keels 122, any one of the main keels 121 is arranged along the height direction of the building wall 11, and the plurality of main keels 121 are arranged at intervals; any two adjacent main keels 121 are connected by the secondary keel 122, and any one of the secondary keels 122 is perpendicular to the main keel 121; the plurality of secondary keels 122 between any two adjacent main keels 121 are arranged at intervals along the length direction of the main keel 121. As can be seen from the above, the keel frame 12 is formed by the main keels 121 and the secondary keels 122 arranged and connected vertically and horizontally, and the intersection of any one of the main keels 121 and any one of the secondary keels 122 is preferably welded.

[0108] In some embodiments, the embedded steel bars 19 on the building wall 11 are preferably arranged in a matrix or other uniformly distributed form. The main keel 121 is connected to the embedded steel bars 19 at the corresponding position by welding.

[0109] In some embodiments, the main keel 121 is preferably a channel steel, and the secondary keel 122 is preferably an angle steel. The channel steel is preferably a 40*80*4 galvanized channel steel (the cross section of the galvanized channel steel is "U" shaped, and its channel depth is 40 mm, the channel width is 80 mm, and the wall thickness is uniform and 4 mm); the angle steel is preferably a 40*40*4 galvanized angle steel (the cross section of the galvanized angle steel is a right angle, and the length of its two right angle sides is 40 mm, and the wall thickness is uniform and 4 mm). Figure 3 and Figure 7 As shown, the two ends of the secondary keel 122 are respectively welded to the main keels 121 on both sides; Figure 3 As shown, the second end of the first direction connecting member 141 overlaps the top right-angled side of the secondary keel 122, and is connected and fixed to the secondary keel 122 by a fastening bolt 112. The fastening bolt 112 is preferably a galvanized bolt.

[0110] In some embodiments, in addition to the embedded steel bars 19, the main keel 121, the secondary keel 122 and other metal accessories are preferably made of galvanized material to effectively prevent rust. At the same time, all welding parts should be rust-proofed.

[0111] In some embodiments, a ground-supporting steel plate 110 is disposed at the bottom end of at least one main keel 121. The ground-supporting steel plate 110 can increase the contact area between the bottom end of the main keel 121 and the ground, and can improve the supporting force of the entire keel frame 12. Figure 6 As shown, preferably, a ground-supporting steel plate 110 is provided at the bottom end of each main keel 121 . The ground-supporting steel plate 110 is preferably a rectangular steel plate with a length of 200 mm, a width of 100 mm, and a thickness of 5 mm, and is welded to the main keel 121 .

[0112] In some embodiments, at least one main keel 121 is welded with a reinforcement expansion bolt 111 on the outer side near the bottom end thereof, and the reinforcement expansion bolt 111 is fixedly connected to the building wall 11 through the reinforcement bolt. Figure 6 As shown, preferably, each main keel 121 is welded with a reinforcing expansion bolt 111 on the outer side near its bottom end, and the reinforcing expansion bolt 111 is 0.3m to 0.8m away from the bottom end of the main keel 121, with 0.5m being optimal. The provision of the reinforcing expansion bolt 111 can further enhance the supporting force of the keel frame 12 and the connection strength between it and the building wall 11. The lateral spacing of the reinforcing expansion bolt 111 is adapted to the spacing distance of the main keel 121, generally 0.8m to 1.1.mm, with 1m being optimal. The above-mentioned reinforcing expansion bolt 111 is preferably a galvanized expansion bolt to prevent rust, and its size specification may be M16*200mm.

[0113] In some implementations, in order to improve the construction quality of the surface stone 13, after it is fitted and inserted into the T-shaped hanger through the top or bottom hanger slot 131, glue is poured into the hanger slot 131 to improve the connection strength between the surface stone 13 and the T-shaped hanger. The glue filled between the hanger slot 131 and the T-shaped hanger can be marble glue.

[0114] In some embodiments, the edge of any hanger slot 131 is chamfered to facilitate the insertion of the T-shaped hanger, and the chamfer angle can be 30° to 50°, with a 45° chamfer being optimal. At the same time, the inside of the hanger slot 131 should be smooth and clean to improve viscosity.

[0115] In some embodiments, Figure 8 As shown, preferably, in any joint of the upper and lower adjacent surface stones 13, the front side of the second direction connecting member 142 is filled with a sealing strip 16 and a sealing glue 17 at the same time, wherein the sealing glue 17 is arranged close to the outer surface of the surface stone 13, and the sealing strip 16 is filled between the sealing glue 17 and the second direction connecting member 142, which can improve the sealing of the joint between the upper and lower adjacent surface stones 13. The sealing strip 16 is preferably a foam strip, and the sealing glue 17 is preferably a silicone sealant.

[0116] In some embodiments, the adjacent surface stones 13 are connected by tongue and groove (protrusions and grooves) to form a Fig. 9 The folded line-shaped tongue-and-groove joint 18 shown in the figure can improve the integrity of the surface stone material 13, so that the surface of each surface stone material 13 after being assembled up and down and left and right is more like an integrated board, thereby improving the aesthetics.

[0117] In some implementations, in order to improve the connection strength and sealing between the adjacent surface stones 13 on the left and right, it is preferred that after the surface stones 13 are spliced ​​by tongue and groove, sealant is also filled in the tongue and groove joint 18 .

[0118] In the above-mentioned waterfall pool wall, the overall structure of the surface stone relies on the rigid keel frame, rigid hangers and slurry filling layer to bear the force together. The rigid keel frame and rigid hangers have higher structural strength and connection strength, stronger seismic performance, and no problem of copper wire breakage. At the same time, the slurry filling layer at the back prevents large hollow parts from appearing behind the stone, avoiding the stone from being broken when subjected to vertical force. It can be effectively used in higher and larger waterfall pools.

[0119] Example 3

[0120] like Figure 2 and Figure 4As shown, this embodiment provides a waterfall pool 100, including a sinking pool 2 and a waterfall pool wall 1 of embodiment 2, and the waterfall pool wall 1 can be constructed by the construction method of embodiment 1. The sinking pool 2 is arranged at the bottom of the waterfall pool wall 1, located on the side of the surface stone 13 away from the building wall 11. Figure 4 As shown, the top of the waterfall pool wall 1 is generally provided with a water outlet 3 and a water supply pipe 4, and the water supply pipe 4 draws water from the source and discharges it through the water outlet 3, thereby forming a waterfall on the stone surface of the waterfall pool wall 1. In order to realize the water circulation of the entire waterfall pool 100, a water storage area 6 and a return pipe 5 are also provided at the rear side of the waterfall pool wall 1. The water circulation technology of the waterfall pool 100 is already mature and will not be described in detail here.

[0121] It should be noted that the structures, proportions, sizes, etc. drawn in the drawings of this specification are only used to match the contents disclosed in the specification for people familiar with this technology to understand and read, and are not used to limit the limiting conditions for the implementation of the present invention, so they have no substantial technical significance. Any modification of the structure, change of the proportional relationship or adjustment of the size should still fall within the scope of the technical content disclosed by the present invention without affecting the effects and purposes that can be achieved by the present invention. At the same time, the terms such as "upper", "lower", "left", "right", "middle" and "one" quoted in this specification are only for the convenience of description, and are not used to limit the scope of the implementation of the present invention. The change or adjustment of their relative relationship should also be regarded as the scope of the implementation of the present invention without substantially changing the technical content.

[0122] The present invention uses specific examples to illustrate the principles and implementation methods of the present invention. The above examples are only used to help understand the method and core ideas of the present invention. At the same time, for those skilled in the art, according to the ideas of the present invention, there will be changes in the specific implementation methods and application scope. In summary, the content of this specification should not be understood as limiting the present invention.

Claims

1. A method for constructing stone materials on the surface of a waterfall pool, characterized in that: Includes steps: S1, installing a keel frame (12) on a building wall (11) of a waterfall pool (100); S2, installing the surface stone (13) on the keel frame (12) through a rigid hanger (14); S3, pouring grouting material into the gap between the back side of the surface stone (13) and the building wall (11) for compaction.

2. The method for constructing the surface stone of a waterfall pool according to claim 1, characterized in that: Step S2 comprises the steps of: S21, installing the rigid hanger (14) on the keel frame (12); S22, hanging the rigid hanger (14) on the surface stone (13) processed with the hanger groove (131); S23, sealing the joints between the adjacent surface stones (13).

3. The method for constructing the surface stone of a waterfall pool according to claim 2, characterized in that: The rigid hanger (14) is a T-shaped hanger, and the T-shaped hanger comprises a first direction connecting piece (141) and a second direction connecting piece (142), wherein the second direction connecting piece (142) is connected to a first end of the first direction connecting piece (141) and is perpendicular to the first direction connecting piece (141); In the step S21: connecting the second end of the first direction connecting member (141) to the keel frame (12); In the step S22: except for the T-shaped hanger at the top layer, the surface stone (13) having the hanger groove (131) processed at the top and bottom of the second direction connecting member (142) is inserted; except for the T-shaped hanger at the bottom layer, the surface stone (13) having the hanger groove (131) processed at the bottom and top of the second direction connecting member (142) is inserted; In the step S23: at least one of a sealing strip (16) and a sealing glue (17) is filled in the joints of the upper and lower adjacent surface stones (13); the left and right adjacent surface stones (13) are spliced ​​by tongue and groove, and then bonded and sealed.

4. The method for constructing the surface stone of a waterfall pool according to any one of claims 1 to 3, characterized in that: In step S3, the grouting material is filled in layers.

5. The method for constructing the surface stone of a waterfall pool according to any one of claims 1 to 3, characterized in that: Step S1 includes the steps of: S11, installing embedded steel bars (19) on the building wall (11); S12, installing the keel frame (12) on the building wall (11) by means of the pre-buried steel bars (19).

6. A waterfall pool wall, characterized in that: include: Building walls (11); A keel frame (12) is arranged on the building wall (11); The surface stone (13) is arranged on the keel frame (12) through a rigid hanger (14); A slurry filling layer (15) is poured into the gap between the surface stone (13) and the building wall (11) to reinforce the connection between the surface stone (13) and the building wall (11).

7. The waterfall pool wall according to claim 6, characterized in that: The rigid hanger (14) is a T-shaped hanger, comprising a first direction connecting member (141) and a second direction connecting member (142), wherein the second direction connecting member (142) is connected to a first end of the first direction connecting member (141) and is perpendicular to the first direction connecting member (141), and the second end of the first direction connecting member (141) is connected to the keel frame (12); The keel frame (12) is provided with multiple layers of T-shaped hangers at intervals along the height direction of the building wall (11), and the surface stone (13) is provided between any two adjacent layers of the T-shaped hangers, wherein the top and bottom of any one of the surface stones (13) are provided with hanger grooves (131), and except for the topmost layer of the T-shaped hangers, the top of the second-direction connecting member (142) of any one of the T-shaped hangers is inserted into the bottom hanger groove (131) of the surface stone (13) above to support the surface stone (13) above, and except for the bottommost layer of the T-shaped hangers, the bottom of the second-direction connecting member (142) of any one of the T-shaped hangers is inserted into the top hanger groove (131) of the surface stone (13) below to press against the surface stone (13) below; At least one of a sealing strip (16) and a sealing adhesive (17) is filled in the joints of any upper and lower adjacent surface stones (13); and any left and right adjacent surface stones (13) are spliced ​​through tongue and groove and then bonded and sealed.

8. The waterfall pool wall according to claim 7, characterized in that: In any joint of the surface stones (13) adjacent to each other vertically, a sealing strip (16) and a sealing glue (17) are simultaneously filled on the front side of the second direction connecting member (142), wherein the sealing glue (17) is arranged close to the outer surface of the surface stone (13), and the sealing strip (16) is filled between the sealing glue (17) and the second direction connecting member (142).

9. The waterfall pool wall according to any one of claims 6 to 8, characterized in that: The keel frame (12) comprises: A plurality of main keels (121), any one of the main keels (121) is arranged along the height direction of the building wall (11), and the plurality of main keels (121) are arranged at intervals; A plurality of secondary keels (122), any two adjacent main keels (121) are connected via the secondary keels (122), and any one of the secondary keels (122) is perpendicular to the main keel (121); and the plurality of secondary keels (122) between any two adjacent main keels (121) are arranged at intervals along the length direction of the main keel (121).

10. A waterfall pool, characterized in that: It comprises a sinking pool (2) and a waterfall pool wall (1) as claimed in any one of claims 6 to 9, wherein the sinking pool (2) is arranged at the bottom of the waterfall pool wall (1) and is located on the side of the surface stone (13) away from the building wall (11).

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