CN115126319B - Prefabricated assembled plate combined rectangular water tank and manufacturing and mounting method - Google Patents
Prefabricated assembled plate combined rectangular water tank and manufacturing and mounting method Download PDFInfo
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- CN115126319B CN115126319B CN202210778453.1A CN202210778453A CN115126319B CN 115126319 B CN115126319 B CN 115126319B CN 202210778453 A CN202210778453 A CN 202210778453A CN 115126319 B CN115126319 B CN 115126319B
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- 238000004519 manufacturing process Methods 0.000 title claims abstract description 23
- 238000000034 method Methods 0.000 title claims abstract description 20
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims description 36
- 238000009434 installation Methods 0.000 claims abstract description 22
- 238000012423 maintenance Methods 0.000 claims abstract description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 32
- 239000004567 concrete Substances 0.000 claims description 16
- 230000000149 penetrating effect Effects 0.000 claims description 11
- 238000007493 shaping process Methods 0.000 claims description 10
- 238000011065 in-situ storage Methods 0.000 claims description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000003795 chemical substances by application Substances 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 238000012986 modification Methods 0.000 claims description 4
- 230000004048 modification Effects 0.000 claims description 4
- 238000000465 moulding Methods 0.000 claims description 4
- 238000012545 processing Methods 0.000 claims description 3
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- 238000004513 sizing Methods 0.000 claims 2
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- 230000008569 process Effects 0.000 abstract description 4
- 230000008901 benefit Effects 0.000 abstract description 3
- 230000008859 change Effects 0.000 abstract description 2
- 238000013461 design Methods 0.000 description 16
- 238000010276 construction Methods 0.000 description 10
- 230000006835 compression Effects 0.000 description 5
- 238000007906 compression Methods 0.000 description 5
- 238000007789 sealing Methods 0.000 description 4
- 230000007797 corrosion Effects 0.000 description 3
- 238000005260 corrosion Methods 0.000 description 3
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- 238000005516 engineering process Methods 0.000 description 3
- 238000012544 monitoring process Methods 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 238000009417 prefabrication Methods 0.000 description 2
- 230000032683 aging Effects 0.000 description 1
- 238000004458 analytical method Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
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- 238000005259 measurement Methods 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 239000000565 sealant Substances 0.000 description 1
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- 239000010865 sewage Substances 0.000 description 1
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- 238000003860 storage Methods 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H7/00—Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
- E04H7/02—Containers for fluids or gases; Supports therefor
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/16—Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes
- B28B7/164—Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes for plates, panels, or similar sheet- or disc-shaped articles
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
-
- 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
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/108—Rainwater harvesting
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Ceramic Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Manufacturing & Machinery (AREA)
- Life Sciences & Earth Sciences (AREA)
- Water Supply & Treatment (AREA)
- Public Health (AREA)
- Hydrology & Water Resources (AREA)
- Health & Medical Sciences (AREA)
- General Engineering & Computer Science (AREA)
- Sewage (AREA)
Abstract
The application provides a prefabricated assembled plate combined rectangular pool and a manufacturing and installing method thereof. According to the application, by adopting the multi-ribbed plate type structure, the strength and rigidity of the plate are maintained, the materials are further saved, the weight is reduced, the transportation and hoisting requirements are reduced, and the manufacturing and installation cost is further reduced. The ribs on the wall plate can be used as lifting clamps, so that the number of embedded parts in the lifting process is further reduced. Through the mode that wears to be equipped with a plurality of connecting bolts between the rib of two adjacent wallboard, the hookup location is located the plate body outside, not only accords with the requirement of wallboard anti side pressure more and avoids the through-hole shutoff to cause the hidden danger of seepage, has realized simultaneously that the bolt installation is high-efficient, change simple, maintenance is convenient advantage.
Description
Technical Field
The application relates to the technical field of prefabrication and assembly, in particular to a prefabricated and assembled plate combined rectangular water tank and a manufacturing and installing method.
Background
The water tank is commonly used in reservoirs for building engineering, septic tanks and the like, fire-fighting tanks for municipal engineering, inspection wells and the like, regulating tanks for hydraulic engineering, backflow tanks and the like, sewage tanks for petrochemical engineering, oil separation tanks and the like, reservoirs for rural agriculture, water storage tanks and the like, and other engineering fields. In general, the pool is constructed by adopting concrete, glass fiber reinforced plastic, steel structures and other materials in-situ or assembled, and the pool is widely used in the pool structure due to excellent durability, corrosion resistance and other performances of the concrete, so that in-situ cast-in-situ construction and factory prefabrication assembly modes can be adopted. The pool is used as a structure, mostly belongs to temporary engineering, and has the characteristics of quick construction, high quality, low cost, disassembly, replacement and repeatability. Thus, the pre-fabricated assembly technique is an effective path to achieve.
However, the existing prefabricated assembly technology is characterized by more process embedded parts, more embedded parts (for example, a special connector is reserved between two adjacent plates for connection), more plate types, difficult manufacturing in factories, large plate weight, long assembly time and the like, thereby influencing the production and installation efficiency and not effectively solving the problems of construction period and cost. Wherein, for the prefabricated assembly integral technical mode of carrying out wet connection through post-cast concrete of the node, the detachable, replaceable and repeatable targets are difficult to realize.
Thus, there is a need for a pool construction technology system that is amenable to assembly, easy maintenance, and quick construction. Therefore, the prefabricated assembly plate combined rectangular water tank is provided by combining the standardized design with the modular combination, the factory production, the mechanized assembly and other technologies.
Disclosure of Invention
The application mainly aims to provide a board with few embedded parts and light weight, which meets the characteristics of combinability, disassembly, replacement and repeatability, realizes the prefabricated assembled board combined rectangular water pool with quick construction, low cost and easy maintenance, and a manufacturing and installing method.
In order to achieve the above object, the technical scheme of the present application is as follows:
the prefabricated assembled plate combined rectangular pool comprises a bottom plate and a plurality of wall plates arranged on the bottom plate, wherein the wall plates are provided with a plurality of raised ribs, the ribs on the left side and the right side of the wall plates are all close to the end parts, and a plurality of connecting bolts penetrate between the ribs of two adjacent wall plates to enable the two adjacent wall plates to be connected together.
Further, the bottom of the wallboard is provided with a wing plate, and the wing plate and the wallboard are integrally formed and form an L-shaped plate with the wallboard.
Further, guide grooves which are matched with the wing plates are formed in the bottom plate, and the wing plates are embedded with the bottom plate.
Further, at least one connecting part is arranged on the bottom plate, through holes are formed in positions of the wing plates corresponding to the connecting parts, and the wing plates are detachably connected to the bottom plate through the corresponding through holes by the connecting parts.
Further, a boss is arranged at the position of the corresponding wing plate on the bottom plate, a groove is arranged at the position of the corresponding boss on the bottom surface of the wing plate, and the groove is matched with the boss.
Further, the wall plate comprises a first plate and a second plate with different lengths, the second plate is distributed on the edge of the pool, third plates are arranged at each corner position, ribs are also arranged at the left and right side ends of the third plate and are used for being connected with the ribs on the first plate, the side end face of the first plate is attached to the third plate, connecting bolts are arranged through the third plate in a penetrating mode, and the connecting bolts are arranged on the ribs at the positions, corresponding to the first plate, of the third plate in a penetrating mode, so that the third plate is connected with the first plate;
the bottoms of the first plate, the second plate and the third plate are respectively provided with the wing plates, the second plate and the third plate are also provided with reinforcing ribs, and the tops of the reinforcing ribs are flush with the tops of the corresponding second plate and third plate.
Further, the top of the first plate is provided with a transverse rib, the tops of the second plate and the third plate are provided with screw holes, the connecting bolt can penetrate through the transverse rib at the top of the first plate and is connected with the first plate above the connecting bolt, and the connecting bolt penetrates through the wing plates at the bottoms of the second plate and the third plate above and is connected with the screw holes at the tops of the second plate and the third plate below.
Further, the tops of the first plate, the second plate and the third plate are provided with transverse ribs, the transverse ribs are provided with connecting holes, and connecting bolts can penetrate through the transverse ribs at the tops of the first plate, the second plate and the third plate below and are connected with wing plates at the bottoms of the first plate, the second plate and the third plate above.
Further, the bottom plate includes a plurality of makeup, and the tip of two adjacent makeup has mosaic structure, makes two adjacent makeup splice through mosaic structure, is equipped with at least one tensioning hole on the makeup, and two adjacent makeup pass through tensioning hole interconnect.
The manufacturing method of the plate of the prefabricated assembled plate combined rectangular pool is characterized by comprising the following steps of: the wall plate and the bottom plate of the prefabricated assembled plate combined rectangular water tank are any one of the wall plates and the bottom plates according to the claims, and the manufacturing method comprises the following steps:
firstly, respectively manufacturing a corresponding shaping mould according to the lying state of each wallboard and the inherent state of the bottom plate, wherein the ribs of the wallboard are positioned at the lower side, and the shaping mould comprises a shaping side mould, an inner moulding bed and a hole core mould;
respectively reinforcing bars according to the wall plates and the bottom plate, digitally forming the single-piece formed reinforcing bars by adopting a reinforcing bar processing machine, and forming a combined formed reinforcing bar by pre-assembling the single-piece formed reinforcing bars, wherein the single-piece formed reinforcing bars and the combined formed reinforcing bars form a reinforcing bar framework part;
step three, after the contact surface of each shaping mould is covered with a release film or sprayed with a release agent or a release agent, integrally hoisting the steel reinforcement framework part and pouring concrete;
and fourthly, after the concrete is initially set, carrying out surface modification and maintenance, and when the concrete reaches a certain strength, lifting out the formed wallboard or bottom plate integrally under the condition that only the reserved hole core mould is removed.
The pool installation method of the prefabricated assembled plate combined rectangular pool, wherein the pool is any one of the prefabricated assembled plate combined rectangular pools, and the installation method comprises the following steps:
firstly, constructing a bottom plate, wherein the bottom plate can be cast-in-situ integral or prefabricated separated; when the prefabricated separated bottom plate is adopted, a plurality of jointed boards are hoisted to corresponding positions in sequence through a hoisting clamp, and then the jointed boards are mutually spliced, combined and connected and fixed;
step two, installing the wallboard, respectively hoisting each wallboard onto the bottom plate through a hoisting clamp, enabling the flange plate to be embedded with the bottom plate, adjusting the wallboard to enable the upper groove of the flange plate to be aligned with the upper boss of the bottom plate, simultaneously utilizing the flange plate to be self-fixed, and realizing accurate positioning and unsupported installation of the board without setting temporary support.
And thirdly, installing bolts, namely connecting the wall plates together by adopting connecting bolts, and connecting the wall plates with the bottom plate by adopting high-strength bolts.
And fourthly, when the water pool is multi-layered, connecting bolts are adopted to connect the wall plates together, and then connecting bolts are adopted to connect the upper wall plate and the lower wall plate together.
The beneficial effects of the application are as follows:
1. according to the application, by adopting the multi-ribbed plate type structure, the strength and rigidity of the plate are maintained, the materials are further saved, the weight is reduced, the transportation and hoisting requirements are reduced, and the manufacturing and installation cost is further reduced. The ribs on the wall plate can be used as lifting clamps, so that the number of embedded parts in the lifting process is further reduced.
2. The arrangement of the wing plates not only improves the structural strength and lateral rigidity of the plate, but also is used as a supporting device during installation, and the installation method without temporary support on site is realized.
3. The mode that wears to be equipped with a plurality of connecting bolts between the rib of two adjacent wallboards is in the same place adjacent two wallboards, and hookup location is located the plate body outside, not only accords with the requirement of pond anti side pressure more and avoids the through-hole shutoff to cause the hidden danger of seepage, has realized simultaneously that the bolt installation is high-efficient, change simple, maintain convenient advantage.
4. The wallboard is embedded with the bottom plate, so that the lateral pressure resistance and leakage resistance of the pool are improved, the advantages of quick assembly, accurate positioning and convenience in disassembly and assembly on site are realized, and the requirement of reusability is met.
Drawings
In the drawings:
FIG. 1 is a schematic perspective view of a prefabricated assembled panel combination rectangular pool of the present application;
FIG. 2 is a schematic plan view of a prefabricated assembled panel combination rectangular pool of the present application;
FIG. 3 is a schematic elevational view of a modular rectangular pool of prefabricated assembled panels according to the present application;
FIG. 4 is a schematic diagram of the connection of the wall plate and the bottom plate according to the present application;
FIG. 5 is an enlarged view of the connection at A in FIG. 4;
FIG. 6 is a schematic view of a panel seam according to the present application;
FIG. 7 is a schematic illustration of a mortise joint formed in a base plate and a connecting schematic illustration of a through-section tensioning hole formed in the base plate;
FIG. 8 is a schematic diagram of a mortise joint formed in a base plate and a schematic diagram of a connection with a non-whole-surface connection hole formed in the base plate;
FIG. 9 is a schematic illustration of a mortise joint formed in a base plate and a connecting schematic illustration of a surface non-whole tensioning hole formed in the base plate;
FIG. 10 is a schematic illustration of a staggered seam on a base plate for connecting holes through a surface of the base plate;
FIG. 11 is a schematic vertical stack of a prefabricated assembled panel combination rectangular pool of the present application;
FIG. 12 is a schematic view of a vertically stacked connection structure of a prefabricated assembled panel combination rectangular pool of the present application;
FIG. 13 is a schematic illustration of a plate combination type single cell modular expansion tank of the present application;
FIG. 14 is a multi-cell single-module unit pond of the panel assembly of the present application;
FIG. 15 is a single-cell, two-module unit pool of the modular combination of the present application;
fig. 16 shows a Shan Geshan module heightened pool of the module combination of the present application.
Reference numerals illustrate:
1-wallboard, 11-flange, 111-perforation, 112-groove, 12-high-strength bolt, 13-tongue and groove, 14-first board, 15-second board, 16-third board, 17-reinforcing rib, 18-screw hole, 2-bottom plate, 21-guide slot, 22-mounting hole, 23-nut, 24-boss, 25-jointed board, 251-tenon, 252-tongue and groove, 253-tensioning hole, 254-blind body connecting hole, 3-connecting bolt.
Detailed Description
The present application will now be described in further detail with reference to the drawings and examples, wherein it is apparent that the examples described are only some, but not all, of the examples of the application. Embodiments of the application and features of the embodiments may be combined with each other without conflict. All other embodiments, based on the embodiments of the application, which would be apparent to one of ordinary skill in the art without inventive effort are within the scope of the application.
It should be noted that, in the embodiment of the present application, directional indications (such as up, down, left, right, front, and rear … …) are referred to, and the directional indications are merely used to explain the relative positional relationship, movement conditions, and the like between the components in a specific posture (as shown in the drawings), and if the specific posture is changed, the directional indications are correspondingly changed.
In addition, if there is a description of "first", "second", etc. in an embodiment of the application, the description of "first", "second", etc. is for descriptive purposes only and is not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include at least one such feature. In addition, "a plurality of" means two or more. In addition, the technical solutions of the embodiments may be combined with each other, but it is necessary to base that the technical solutions can be realized by those skilled in the art, and when the technical solutions are contradictory or cannot be realized, the combination of the technical solutions should be considered to be absent and not within the scope of protection claimed by the application.
See fig. 1-16.
The prefabricated plate combined rectangular pool comprises a bottom plate 2 and a plurality of wall plates 1 arranged on the bottom plate 2, wherein the bottom plate 2 and the wall plates 1 are in sealing connection, and the sealing mode is a common mode in the prior art, such as mortar seam plastering, sealant sealing and the like, so that specific details are not needed. The wallboard 1 adopts a dense rib plate with a plurality of convex ribs, the ribs on the left side and the right side of the wallboard 1 are all arranged close to the end parts, a plurality of connecting bolts 3 are arranged between two adjacent ribs in a penetrating way, and the connecting bolts 3 are sequentially arranged from top to bottom.
In concrete implementation, the existing prefabricated combined type pool is mainly made of concrete prefabricated parts, the thickness is generally 200mm, the strength and rigidity of the pool wall plate under the cross section size are more than enough for resisting the side pressure of the pool, and the reason for adopting the thickness instead of the circular pool wall plate is that the supporting surface is large in thickness, the cross section inertia distance is large, and the stability of the pool is good; secondly, the existing prefabricated part is disassembled according to engineering design files, so that the section thickness is equivalent to the section thickness of the casting in the construction site, and the rigidity analysis of the plate is not carried out independently according to the design of industrial products; the main reason why the construction site is thick is that the construction is convenient while the lateral rigidity of the pool is ensured.
The application designs the wallboard into a multi-ribbed plate shape, and removes the part with smaller rigidity in the board body while maintaining the original section thickness, thereby saving materials, reducing cost, reducing the weight of the board and reducing the requirements on transportation and hoisting. It should be noted that the plate member of this structure does not have a great influence on the overall rigidity, such as hollow steel pipes and solid steel columns, and the rigidity is the same as long as the section inertia distance is the same, that is, most of the material in the middle cannot contribute to the rigidity. In addition, the wallboard is provided with the wing plate at the bottom with high side pressure of the pool, so that the wallboard is not only used as a support in installation, but also greatly improves the rigidity of the wallboard, and compensates for the rigidity loss.
According to the application, the connecting bolts 3 are arranged between the ribs on the two adjacent wall plates 1 in a penetrating way, and compared with the existing mode of reserving the through holes in the wall plates 1 and penetrating the connecting bolts 3, the connecting bolts are arranged on the ribs of the wall plates, and the horizontal connecting holes are arranged on the ribs and are positioned outside the plate body, so that the side pressure resistance requirements of the wall plates are met better, the hidden trouble of leakage caused by plugging of the through holes is avoided, the operation working surface is large, the penetrating installation is simple and convenient, the connecting speed is high, and the replacement and maintenance are easy. Meanwhile, as the existing connecting bolt 3 is arranged in the middle of the wallboard 1, the connecting bolt 3 is not easy to maintain and replace, and the common mode is that after the connecting bolt 3 is connected with the adjacent wallboard 1, the connecting hole is plugged by using a supplementing material such as concrete to delay the corrosion of the connecting bolt 3, and the hidden trouble of leakage caused by loose plugging is increased; in the application, the connecting bolt 3 is arranged on the rib in a penetrating way, so that the connecting bolt 3 is easy to maintain and replace, and in addition, the connecting bolt 3 can be hidden in the rib, so that corrosion is an insignificant matter. Meanwhile, the water tank formed by combining the modes is convenient to disassemble, secondary use is not affected, and as the connecting bolts 3 in the prior art are not easy to replace and maintain, the disassembly is not convenient enough, the wall plate 1 is easy to damage in the disassembly process, and secondary use cannot be performed.
It should be noted that, although the connecting bolt 3 of the present application may not be located at the middle position of the wall plate 1 any longer due to the influence of the ribs, the problem can be solved only by placing the corresponding connecting bolt 3 of the wall plate 1 facing away from the compression-resistant surface (for example, when the pool is located on the ground, the pressure in the pool is greater than the pressure outside the pool, the compression-resistant surface is located on the inner side of the wall plate, and the joint on the outer side of the wall plate is in tension, so that the tensile capability of the high-strength bolt can be exerted). Meanwhile, as the connecting bolt 3 is not positioned in the middle of the wallboard 1 any more, when the pool is rectangular and has a narrower width, the width direction is equivalent to the height, the joint of the outer side of the wallboard in the length direction is stronger in tension, the corresponding connecting bolt 3 faces back to the compression-resistant surface, the outer side of the wallboard in the width direction is limited in tension, and the connecting bolt 3 is positioned on the two sides of the wallboard 2.
Preferably, the end of the connecting bolt 3 may be made not to protrude beyond the rib. Therefore, the end parts of the connecting bolts can be blocked by materials such as waterproof mortar, and the ageing of the connecting bolts is delayed.
In one embodiment, the bottom of the wall plate 1 is provided with a wing plate 11, and the wing plate 11 is integrally formed with the wall plate 1 and forms an L-shaped plate with the wall plate 1. In the initial stage of the spliced water tank, the wallboard can be vertically erected due to the arrangement of the wing plates, and the wallboard is not required to be supported by a support frame, so that the unsupported installation is realized. Meanwhile, the lateral rigidity of the wallboard can be improved due to the arrangement of the wing plates, and the characteristic of high lateral pressure at the bottom of the pool is met.
Preferably, the wing 11 is on the same side as the rib. The design is convenient for the production and manufacture of the wallboard.
In one embodiment, the base plate 2 is engaged with the base plate 2 at the location of the corresponding wing 11 of the base plate 2. Preferably, the bottom plate 2 is provided with a guide groove 21, and the bottom of the wing 11 is embedded in the guide groove 21. By means of the design, waterproof sealing performance between the wallboard and the bottom plate can be further improved through the mode that the wing plates are embedded in the bottom plate. Meanwhile, the design of the caulking groove can avoid the measurement paying-off work when the water pool is combined, and the lateral pressure resistance of the wallboard can be enhanced by matching the wing plate with the caulking groove.
In one embodiment, the base plate 2 is provided with at least one connecting component, and the positions of the wing plates 11 corresponding to the connecting components are provided with through holes 111, and the connecting components pass through the corresponding through holes 111 to detachably fix the wing plates 11 on the base plate 2. The connecting component may be a mounting hole 22 formed on the bottom plate 2, or a nut 23 may be embedded in the position of the mounting hole 22, and the connecting component may be connected with the mounting hole 22 or the nut 23 in the position of the mounting hole 22 by using the high-strength bolt 12 to pass through the through hole 111 from top to bottom; the connecting part can also be a through hole formed on the bottom plate 2, and a high-strength bolt 12 passes through the through hole and the through hole to connect the wing plate 11 with the bottom plate 2; the connecting component can also be an embedded screw embedded on the bottom plate 2, and the embedded screw can penetrate through the through hole 111 from bottom to top to connect the wing plate 11 with the bottom plate 2. By means of the design, the wing plates are fixed on the bottom plate in the mode, and the wall plates and the bottom plate are convenient to install and detach.
Preferably, the through hole 111 is a waist-shaped hole, and the length direction of the through hole is the same as the length direction of the side edge of the water tank.
In an embodiment, at least one boss 24 is provided on the base plate 2 at the position corresponding to the wing plate 11, and a groove 112 is provided on the bottom surface of the wing plate 11 at the position corresponding to each boss 24, and the groove 112 is matched with the boss 24. The design of boss plays the accurate positioning effect like this, just so can be when the installation wallboard, the multistation is started simultaneously, improves the combined efficiency in pond.
Preferably, the end and bottom of the wall plate 1 are provided with at least one common tongue-and-groove 13, and water-swelling water stop strips are arranged in the tongue-and-groove 13. By the design, the leakage problem of the joint can be effectively avoided.
In one embodiment, the wall plate 1 comprises a first plate 14 and a second plate 15 with different lengths, the second plate 15 is distributed on the side of the pool, a third plate 16 is respectively arranged at each corner position, and ribs are also arranged at two ends of the third plate 16 in the length direction and are used for connecting with the ribs on the first plate 14 on the same side. The third plate 16 may be configured in an angular shape (e.g., an L-shaped plate body formed by two side plates) or may be configured in a plate shape. When the third plate 16 is designed in a plate shape, the side surface of the first plate 14 on a different side from the third plate 16 is attached to the third plate 16, and one of the connecting bolts 3 is passed through the third plate 16 and through the rib at the corresponding position on the first plate 14 by passing the connecting bolt 3 through the third plate 16, so that the third plate 16 and the first plate 14 are connected together.
The bottoms of the first plate 14, the second plate 15 and the third plate 16 are respectively provided with the wing plate 11, the second plate 15 and the third plate 16 are also provided with the reinforcing rib 17, the bottom of the reinforcing rib 17 is connected with the wing plate 11 and is equal in width to the wing plate 11, and the top of the reinforcing rib 17 is flush with the tops of the corresponding second plate 15 and third plate 16.
In specific implementation, the arrangement of the second plate 15 and the reinforcing rib 17 can strengthen the overall stability and lateral pressure resistance of the pool, and the arrangement of the third plate 16 is convenient for the splice design of the corner of the pool to be reasonable.
Preferably, the second plate 15 and the third plate 16 have the same shape, except that the third plate 16 is provided with holes for the connecting bolts 3 to pass through. By the design, the die of the second plate can be slightly changed to be suitable for the third plate, and the design and manufacturing cost of the die is reduced.
In one embodiment, the top parts of the first plate 14, the second plate 15 and the third plate 16 are provided with transverse ribs, the transverse ribs are provided with screw holes 18, and the connecting bolts 3 can pass through the transverse ribs at the top parts of the first plate 14, the second plate 15 and the third plate 16 below to be connected with the wing plates 11 at the bottom parts of the first plate 14, the second plate 15 and the third plate 16 above. By means of the design, when the wall plates are required to be overlapped upwards to heighten the height of the pool, the upper wall plate and the lower wall plate can be connected together by the connecting bolts, and connection and disassembly are convenient.
Preferably, stability and lateral pressure resistance are improved by hooping the outside of the pool around the upper side of the pool when the pool is high.
In an embodiment, the bottom plate 2 may be a cast-in-situ integral bottom plate 2, or a prefabricated separated bottom plate 2, and when the bottom plate 2 adopts a prefabricated separated mode, the following structure is adopted:
including a plurality of makeup 25, this makeup 25 is the rectangle, and the tip of two adjacent makeup 25 has mosaic structure, makes two adjacent makeup 25 splice through mosaic structure, is equipped with at least one tensioning hole 253 on the makeup 25, and two adjacent makeup 25 pass through tensioning hole 253 interconnect. Through the design, the prestress rib can be arranged in the tensioning hole in a penetrating mode, prestress is applied to spliced plates spliced together through the prestress rib (namely, the post-tensioning method is free of binding prestress), looseness between two adjacent spliced plates is avoided, and the splicing effect is improved.
Preferably, the splice structure is a mating dovetail 251 and dovetail slot 252 structure. Through mortise-tenon type cooperation of tenon and mortise, when making the better concatenation of adjacent two makeup together, still have certain water-proof effects like this design.
Preferably, the splicing structure may be, besides mortise-tenon type matching of the tenon 251 and the mortise 252, fitting between vertical end surfaces, staggered matching of an inclined end surface and an inclined end surface, and the like.
Preferably, when the jointed boards 25 are butted, besides the mode of adopting unbonded prestress to connect through-section tensioning holes 253, surface non-whole connecting holes 254 can be arranged on the surface of the jointed boards 25, high-strength bolts 12 can be adopted to mechanically connect or unbonded prestress ribs can be adopted to connect in the non-whole connecting holes, and surface whole connecting holes can be also arranged to mechanically connect by adopting the high-strength bolts 12.
When the capacity of the pool is small, the bottom plate and the wall plate can be integrally cast into a whole for use. When the water tank needs to be large, the whole water tank can be used as a module unit, and then a plurality of module units are combined for use, and the use mode of the water tank is one of the use modes.
In the concrete implementation, the base plates 2 with different areas and the wall plates 1 with different circumferences are formed by the combination of the wall plates 1 and the jointed plates 25; the third panels 16 are positioned at the corner locations and the second panels 15 are positioned between two adjacent first panels 14 to collectively form a panel construction system. Further expanding the capacity by the different numbers of the wall plate structural systems formed on the bottom plate 2 to form single-grid and multi-grid module unit expansion pools (shown in fig. 13 and 14); or by combining the wall plate structure system with the bottom plate 2 into a single-cell single-module unit water tank, a single-cell double-module unit water tank (shown in figure 15) and a single-cell multi-module unit water tank. According to the combination method, when the required capacity is smaller, the bottom plate 2 and the wall plate 1 can be combined to form a small single-lattice module unit water tank, and the single-lattice module unit water tank can be integrally prefabricated and formed by further optimization to form a small module unit water tank without a seam; still further, a plurality of small-sized unit cells without slits are combined together to form a multi-lattice module cell without slits. Still further, the single-cell single-module unit pond, the single-cell double-module unit pond or the single-cell multi-module unit pond are formed in the above manner so as to assemble the stacked wallboard structure system upwards, thereby forming a Shan Geshan module heightened pond 16 or a multi-cell multi-module heightened pond or a single-cell multi-module heightened pond or a multi-cell single-module heightened pond, and further meeting different depths, different capacities and different requirements.
Preferably, trestle and auxiliary systems such as monitoring and supporting in the prior art can be arranged on single-lattice, multi-lattice, single-module and multi-module unit pools. Preferably, when the trestle is arranged, the trestle spans across two sides of the water tank and is connected with the two sides of the water tank. In this way, the trestle can enhance the lateral pressure resistance of the pool wall plate while maintaining the self function.
The manufacturing method of the plate of the prefabricated assembled plate combined rectangular water tank, wherein the water tank is the prefabricated assembled plate combined rectangular water tank, the plate comprises a wall plate 1 and a bottom plate 2, the wall plate 1 and the bottom plate 2 are the wall plate 1 and the bottom plate 2 in the prefabricated assembled plate combined rectangular water tank, and the plate is manufactured in a shaping die, factory production and batch mode, and the specific manufacturing method comprises the following steps:
firstly, respectively manufacturing corresponding shaping molds according to the lying state of each wall plate 1 and the inherent state of the bottom plate 2, wherein the ribs of the wall plates 1 are positioned at the lower side, and the shaping molds comprise a shaping side mold, an inner moulding bed and a hole core mold;
respectively reinforcing bars according to the wall plates 1 and the bottom plate 2, digitally forming the single-piece formed reinforcing bars by adopting a reinforcing bar processing machine, and forming a combined formed reinforcing bar by pre-assembling the single-piece formed reinforcing bars, wherein the single-piece formed reinforcing bars and the combined formed reinforcing bars form a reinforcing bar framework part;
step three, after the contact surface of each shaping mould is covered with a release film or sprayed with a release agent or a release agent, integrally hoisting the steel reinforcement framework part and pouring concrete;
and fourthly, after the concrete is initially set, carrying out surface modification and maintenance, and when the concrete reaches a certain strength, lifting out the formed wallboard 1 or the formed soleplate 2 integrally under the condition that only the reserved hole core mould is removed.
When the wall plate 11 is lifted out, the wall plate 11 can be lifted by utilizing the self structure of the wall plate 11, and the wall plate 11 can be lifted out by reserving lifting holes or preset lifting parts on the wall plate 11 in advance.
In particular implementation, by adopting the mode, the die can be used for multiple times after being manufactured once, the die does not need to be removed during demolding, and the cost of die supporting is reduced. And a small dimensional error between the molded wall panels 11 can be ensured.
The method for installing the prefabricated assembled plate combined rectangular water tank comprises the steps of firstly forming the wall plates 1 and the bottom plates 2 in a factory, then transporting the plates to an installation designated place according to the number of plates determined in a combined mode through a transportation vehicle, mechanically assembling by adopting lifting equipment, and installing without support, wherein the method specifically comprises the following steps:
firstly, constructing a bottom plate, wherein the bottom plate can be cast-in-situ integral or prefabricated separated; when the prefabricated separated bottom plate is adopted, a plurality of jointed boards are hoisted to corresponding positions in sequence through a hoisting clamp, and then the jointed boards are mutually spliced, combined and connected and fixed;
step two, installing the wallboard, respectively hoisting each wallboard to the bottom plate through a hoisting clamp and enabling the flange plate to be embedded with the bottom plate, adjusting the wallboard to enable the upper groove of the flange plate to be aligned with the upper boss of the bottom plate, simultaneously utilizing the flange plate 11 to be self-fixed, and not needing to be provided with temporary support, so that accurate positioning and unsupported installation of the board are realized.
And thirdly, installing bolts, namely connecting the wall plates together by adopting connecting bolts, and connecting the wall plates with the bottom plate by adopting high-strength bolts.
And fourthly, when the water pool is multi-layered, connecting bolts are adopted to connect the wall plates together, and then connecting bolts are adopted to connect the upper wall plate and the lower wall plate together. Further installing trestle, monitoring and supporting system according to the requirement.
Like this, owing to the bottom of wallboard 1 has pterygoid lamina 11, makes wallboard 1 need not the lateral support and can install, and the setting of caulking groove 21 has removed the needs of installation unwrapping wire from, and boss 24 and recess 112's setting can be when the concatenation pond, and the multistation is at the same time started, improves installation effectiveness to guarantee the installation accuracy, make pond integral erection get up quick, simple, high-efficient.
In one embodiment, when the wing plate 11 is embedded in the caulking groove 21, firstly, the embedding mode of the pool is judged; the corresponding connecting bolts on the rib of the wallboard are arranged, when the wallboard is positioned on the ground, the wallboard can be arranged in the pool and outside the pool, when the wallboard is positioned underground, the wallboard is arranged in the pool, and then all the wallboards are spliced on the bottom plate. When the pool is on the ground, the pressure in the pool is larger than the pressure outside the pool, the inner side of the wall plate is a compression-resistant surface, and the joint at the outer side of the wall plate is in tension, so that the tensile capacity of the high-strength bolt can be exerted. When the pool is rectangular and has a narrow width, the width is equal to the height, the joint of the outer side of the wall plate in the length direction is more stressed, the corresponding connecting bolt 3 is opposite to the compression-resistant surface, the outer side of the wall plate in the width direction is limited in tension, and the connecting bolt 3 is positioned on the 2 sides of the wall plate when the width direction mainly bears shearing force (between the bottom plate and the wall plate) from the bottom. Therefore, when the connecting bolt is positioned underground, the connecting bolt is positioned in the pool, and is easier to maintain, replace and disassemble and assemble while ensuring the bearing capacity and lateral pressure resistance of the pool; when the water tank is positioned on the ground, the water tank width direction bottom plate guide groove plane is more regular.
It should be noted that the shape of the pool in the present application is not limited to a rectangle, but may be any shape other than a circle, such as a trapezoid, a diamond, or a polygon.
The foregoing description of the preferred embodiments of the application is not intended to be limiting, but rather is intended to cover all modifications, equivalents, alternatives, and improvements that fall within the spirit and scope of the application.
Claims (7)
1. Prefabricated plate combination formula rectangle pond of assembling, its characterized in that: the wall plate comprises a bottom plate (2) and a plurality of wall plates (1) arranged on the bottom plate (2), wherein the wall plates (1) are provided with a plurality of raised ribs, each rib comprises a transverse rib and a longitudinal rib, the ribs on the left side and the right side of the wall plate (1) are arranged close to the end parts, and a plurality of connecting bolts (3) are arranged between the ribs on the two adjacent wall plates (1) in a penetrating way so as to connect the two adjacent wall plates (1) together;
the bottom of the wallboard (1) is provided with a wing plate (11), and the wing plate (11) and the wallboard (1) are integrally formed and form an L-shaped plate with the wallboard (1);
the bottom plate (2) is provided with a guide groove (21) which is matched with the wing plate (11), and the wing plate (11) is embedded with the bottom plate (2);
the base plate (2) is provided with a boss (24), at least one boss (24) is arranged, a groove (112) is formed in the bottom surface of the wing plate (11) at the position corresponding to the boss (24), and the groove (112) is matched with the boss (24).
2. The prefabricated panel combination rectangular pool of claim 1, wherein: the base plate (2) is provided with at least one connecting part, the position of each connecting part corresponding to the wing plate (11) is provided with a perforation (111), and the connecting part penetrates through the corresponding perforation (111) to detachably connect the wing plate (11) to the base plate (2).
3. The prefabricated panel combination rectangular pool of claim 1, wherein: the wall plate (1) comprises first plate (14) and second plate (15) with different lengths, the second plate (15) is distributed on the edge of the pool, a third plate (16) is arranged at the corner position, ribs are arranged at the end parts of the left side and the right side of the third plate (16) and are used for being connected with the ribs on the first plate (14), the side end face of the first plate (14) is attached to the third plate (16), connecting bolts (3) are arranged through the third plate (16) in a penetrating mode, and the connecting bolts (3) are arranged on the ribs at the positions, corresponding to the first plate (14), of the third plate (16) in a penetrating mode, so that the third plate (16) is connected with the first plate (14);
the bottoms of the first plate (14), the second plate (15) and the third plate (16) are respectively provided with the wing plate (11), the second plate (15) and the third plate (16) are further provided with reinforcing ribs (17), and the tops of the reinforcing ribs (17) are flush with the tops of the corresponding second plate (15) and third plate (16).
4. A prefabricated panel combination rectangular pool as claimed in claim 3, wherein: the top of first plate (14), second plate (15) and third plate (16) is provided with horizontal rib, and horizontal rib is provided with spiro union hole (18), and connecting bolt (3) accessible are located below first plate (14), second plate (15) and third plate (16) top horizontal rib and are located pterygoid lamina (11) of its top first plate (14), second plate (15) and third plate (16) bottom and are connected.
5. The prefabricated panel combination rectangular pool of claim 1, wherein: the bottom plate (2) comprises a plurality of jointed boards (25), the end parts of two adjacent jointed boards (25) are provided with splicing structures, the two adjacent jointed boards (25) are spliced together through the splicing structures, at least one tensioning hole (253) is formed in each jointed board (25), and the two adjacent jointed boards (25) are connected with each other through the tensioning hole (253).
6. A method for manufacturing a prefabricated assembled panel combined rectangular pool panel according to any one of claims 1 to 5, wherein: the plate comprises a wall plate (1) and a bottom plate (2), and the manufacturing method comprises the following steps:
firstly, respectively manufacturing a sizing die corresponding to each wall plate (1) according to the lying state of the wall plate and the inherent state of the bottom plate (2), wherein the rib of the wall plate (1) is positioned at the lower side, and the sizing die comprises a molding side die, an inner moulding bed and a hole core die;
respectively reinforcing bars according to the wall plates (1) and the bottom plate (2), digitally forming the single-piece formed reinforcing bars by adopting a reinforcing bar processing machine, and forming a combined formed reinforcing bar by pre-assembling the single-piece formed reinforcing bars, wherein the single-piece formed reinforcing bars and the combined formed reinforcing bars form a reinforcing bar framework part;
step three, after the contact surface of each shaping mould is covered with a release film or sprayed with a release agent or a release agent, integrally hoisting the steel reinforcement framework part and pouring concrete;
and fourthly, after the concrete is initially set, carrying out surface modification and maintenance, and when the concrete reaches a certain strength, integrally lifting out the formed wallboard (1) or the formed bottom plate (2) under the condition that only the reserved hole core mould is removed.
7. The pool installation method of the prefabricated assembled plate combined rectangular pool is characterized by comprising the following steps of: the water tank is a prefabricated assembled plate combined rectangular water tank as claimed in any one of claims 1 to 5, and the installation method comprises the following steps:
firstly, constructing a bottom plate (2), wherein the bottom plate (2) can be cast-in-situ integral or prefabricated separated; when the prefabricated separated base plate (2) is adopted, a plurality of jointed boards (25) are hoisted to corresponding positions in sequence through a hoisting clamp, and then the jointed boards (25) are mutually spliced, combined and connected and fixed;
step two, installing the wallboard (1), namely respectively hoisting each wallboard (1) to the bottom plate (2) through a hoisting clamp, enabling the wing plates (11) to be embedded with the bottom plate (2), adjusting the wallboard (1) to enable the grooves (112) on the wing plates (11) to be aligned with the bosses (24) on the bottom plate (2), and simultaneously utilizing the wing plates (11) to be self-fixed without setting temporary supports, so that accurate positioning and unsupported installation of the board are realized;
step three, installing bolts, namely connecting the wall plates (1) together by adopting connecting bolts (3), and connecting the wall plates (1) with the bottom plate (2) by adopting high-strength bolts (12);
and step four, when the water pool is multi-layered, connecting bolts (3) are adopted to connect the wall plates (1) together, and then connecting bolts (3) are adopted to connect the upper wall plate (1) and the lower wall plate (1) together.
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| CN201933821U (en) * | 2010-12-07 | 2011-08-17 | 林刚 | Prefabricated reinforced concrete assembled and combined type water storage device |
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