Pouring formwork for concrete sewage pool construction and construction method

Abstract

The invention provides a pouring formwork for concrete sewage pool construction and a construction method.The pouring formwork comprises an inner formwork body, an outer formwork body, a triangular reinforcing frame and a door-shaped reinforcing frame, the inner formwork body and the outer formwork body are both annular, the outer formwork body is arranged on the outer side of the inner formwork body, the triangular reinforcing frame is arranged at the bottom ends of the separated sides of the inner formwork body and the outer formwork body, and the door-shaped reinforcing frame is arranged on the triangular reinforcing frame. The reinforcing part is used for reinforcing the bottom end of the pouring formwork; the door-shaped reinforcing frame is erected at the top ends of the inner formwork and the outer formwork and used for reinforcing the top end of the pouring formwork. By arranging the triangular reinforcing frame and the door-shaped reinforcing frame, the inner formwork and the outer formwork are reinforced, displacement of the formworks in the pouring process is effectively prevented, and the construction quality is improved. Meanwhile, the inner formwork and the outer formwork are formed by connecting the single formworks and the limiting insertion strips, assembling and disassembling are convenient, and the construction efficiency is improved.

Description

Technical Field

[0001] The invention relates to the technical field of concrete pouring construction, in particular to a pouring template for concrete sewage pool construction and a construction method. Background Art

[0002] Concrete sewage tank is a sewage treatment facility made of concrete material, mainly used for collecting and treating sewage. It is widely used in industrial parks, urban sewage treatment plants, rural sewage treatment stations and other places. During the construction process, concrete sewage tanks are usually poured with casting formwork. The casting formwork is divided into inner formwork and outer formwork. Concrete is poured between the inner formwork and the outer formwork. After the concrete solidifies, the sewage tank structure is formed.

[0003] However, there are some problems with the existing casting formwork during the construction process. Specifically, there is a lack of effective limiting and fixing measures between the inner and outer formworks. During the concrete pouring process, due to the high pressure of concrete on the formwork, it is easy to cause the inner or outer formwork to move, which in turn causes the wall to deform and affects the construction quality. Therefore, the existing casting formwork technology needs to be further improved to improve the stability and quality of construction. Summary of the invention

[0004] The object of the present invention is to provide a casting template and a construction method for concrete sewage tank construction to solve the problems in the above background.

[0005] The technical solution adopted by the present invention is: a casting formwork for the construction of a concrete sewage pool, which includes an inner formwork, an outer formwork, a triangular reinforcement frame and a gate-shaped reinforcement frame. The inner formwork and the outer formwork are both annular, the outer formwork is arranged on the outside of the inner formwork, and the triangular reinforcement frame is arranged at the bottom end of the side where the two are separated, for reinforcing the bottom end of the casting formwork; the gate-shaped reinforcement frame is erected on the top ends of the inner formwork and the outer formwork, for reinforcing the top end of the casting formwork.

[0006] Furthermore, the triangular reinforcement frame includes a first right-angle frame, a second right-angle frame and a bevel frame connected in sequence, the first right-angle frame is provided with a first connecting bolt for connecting the inner formwork or the outer formwork, and the second right-angle frame is provided with a foundation anchor on the side facing away from the first right-angle frame.

[0007] Furthermore, the foundation anchor includes a protective frame, a first pressure rod, a first pressure plate and an anchor rod. The bottom end of the protective frame is fixedly connected to the second right-angle frame, and the top end is provided with a first screw hole threadedly connected to the first pressure rod; the first pressure plate is slidably arranged inside the protective frame, and the top and bottom sides are respectively connected to the first pressure rod and the anchor rod, and the bottom end of the anchor rod passes through the second right-angle frame.

[0008] Furthermore, a first guide rod is arranged in the protection frame, the first pressure plate is sleeved on the first guide rod, and the bottom end of the first pressure rod is rotatably connected to the first pressure plate.

[0009] Furthermore, the gate-shaped reinforcement frame includes a first connecting plate, a jumper plate and a second connecting plate which are connected in sequence, the jumper plate is provided with a second connecting bolt for connecting the inner template or the outer template, the first connecting plate and the second connecting plate are respectively provided with adjustable fasteners, and the two groups of the adjustable fasteners respectively connect the separated surfaces of the inner template and the outer template.

[0010] Furthermore, the adjustable fastener includes a second pressure rod, a second pressure plate and a limiting plug, the second pressure plate is arranged on the inner side of the door-shaped reinforcement frame, and its two sides are respectively connected to the second pressure rod and the limiting plug; the first end of the second pressure rod is rotatably connected to the second pressure plate, and the other end is threadedly connected to the first connecting plate or the second connecting plate, and the inner template and the outer template are provided with slots adapted to the limiting plug.

[0011] Furthermore, a second guide rod is arranged on the gate-shaped reinforcement frame, one end of the second guide rod is fixedly connected to the second pressure plate, and the other end slides through the first connecting plate or the second connecting plate; an anti-slip limit block is arranged on the end of the second guide rod away from the second pressure plate.

[0012] Furthermore, the inner template and the outer template are connected by a single template and a limiting insert, and the connecting sides of adjacent single templates are respectively configured with connecting grooves, the side end opening width of the connecting groove is smaller than the internal width, and the two side ends of the limiting insert are inserted into different connecting grooves from the top.

[0013] Furthermore, a lifting handle is arranged at the top end of the limiting inserting strip.

[0014] The technical solution of the present invention also includes: a method for constructing a concrete sewage tank using the above-mentioned casting formwork, which includes the steps of:

[0015] Connecting the monomer templates into inner templates and outer templates through limiting inserts;

[0016] Install the triangular reinforcement frame at the bottom of the inner and outer formwork, and fix the bottom of the inner and outer formwork to the foundation through foundation anchors;

[0017] Install the door-shaped reinforcement frame on the top of the inner formwork and the outer formwork, and connect and fasten the inner formwork and the outer formwork through adjustable fasteners;

[0018] Carry out concrete pouring construction.

[0019] The invention has the beneficial effects of: by setting up a triangular reinforcement frame and a gate-shaped reinforcement frame, the inner and outer templates are reinforced, effectively preventing the templates from shifting during the pouring process, and improving the construction quality. At the same time, the inner and outer templates are connected by a single template and a limit insert, which is convenient for assembly and disassembly, and improves the construction efficiency. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] Figure 1 is a top view of an embodiment of the present invention;

[0021] Figure 2 The embodiment of the present invention is attached Figure 1 A magnified view of the structure at center A;

[0022] Figure 3 is a side view of an embodiment of the present invention;

[0023] Figure 4 The embodiment of the present invention is attached Figure 2 A magnified view of the structure at B in the middle;

[0024] Figure 5 Schematic diagram of the structure of the monomer template in the embodiment of the present invention.

[0025] In the figure:

[0026] 1. Inner template; 11. Single template; 111. Slot; 112. Connecting groove; 12. Limiting strip; 13. Lifting handle;

[0027] 2. External formwork;

[0028] 3. Triangular reinforcement frame; 31. First right-angle frame; 32. Second right-angle frame; 33. Oblique frame;

[0029] 4. Gate-shaped reinforcement frame; 41. First connecting plate; 42. Jumper plate; 43. Second connecting plate;

[0030] 5. foundation anchor; 51. protection frame; 52. first pressure rod; 53. first pressure plate; 54. anchor rod; 55. first guide rod;

[0031] 6. adjustable fastener; 61. second pressure rod; 62. second pressure plate; 63. limit plug; 64. second guide rod;

[0032] 7. First connecting bolt;

[0033] 8. Second connecting bolt. DETAILED DESCRIPTION

[0034] The technical solutions of the embodiments of the present invention are described in detail below with reference to the accompanying drawings.

[0035] In the description of the embodiments of the present invention, it should be understood that the orientation or positional relationship indicated by the terms "top", "bottom", etc. is based on the orientation or positional relationship shown in the accompanying drawings, and is only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on the present invention. In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the terms "set" and "connect" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be directly connected, or indirectly connected through an intermediate medium, or it can be a connection between the two elements. For those of ordinary skill in the art, the specific meanings of the above terms in the present invention can be understood by specific circumstances.

[0036] Reference Figure 1-5 The present embodiment provides a casting template for concrete sewage pool construction, which includes an inner template 1, an outer template 2, a triangular reinforcement frame 3 and a gate-shaped reinforcement frame 4. The inner template 1 and the outer template 2 are both annular, and the outer template 2 is arranged outside the inner template 1. The triangular reinforcement frame 3 is arranged at the bottom end of the separated side of the outer template 2 and the inner template 1, and is used to reinforce the bottom end of the casting template; the gate-shaped reinforcement frame 4 is arranged at the top end of the inner template 1 and the outer template 2, and is used to reinforce the top end of the casting template.

[0037] The area between the inner wall of the outer formwork 2 and the outer wall of the inner formwork 1 is used as the space for pouring the concrete side wall of the sewage tank, and the gate-shaped reinforcement frame 4 and the triangular reinforcement frame 3 respectively reinforce the top and bottom ends of the pouring formwork. During the process of pouring concrete, the outer formwork 2 and the inner formwork 1 are provided with limited extrusion to prevent the concrete from expanding the formwork and causing the outer formwork 2 or the inner formwork 1 to shift, which can effectively improve the stability and quality of the construction.

[0038] Reference Figure 3 The triangular reinforcement frame 3 includes a first right-angle frame 31, a second right-angle frame 32 and an oblique frame 33 which are connected in sequence. The first right-angle frame 31 is provided with a first connecting bolt 7 for connecting the inner template 1 or the outer template 2. Accordingly, the separated surfaces of the inner template 1 and the outer template 2 should be respectively provided with mounting holes for installing the first connecting bolt 7; the second right-angle frame 32 is provided with a foundation anchor 5 on the side away from the first right-angle frame 31. The foundation anchor 5 is used to anchor the triangular reinforcement frame 3 to the foundation, so that the second right-angle frame 32 is firmly placed on the foundation plane, and the first right-angle frame 31 is connected to the inner template 1 or the outer template 2. The triangular stable support structure formed by the two connected by the oblique frame 33 can provide good support and limiting effect to the bottom ends of the inner template 1 and the outer template 2.

[0039] The foundation anchor 5 includes a protective frame 51, a first pressure rod 52, a first pressure plate 53 and an anchor rod 54. The bottom end of the protective frame 51 is fixedly connected to the second right-angle frame 32, and the top end is provided with a first screw hole threadedly connected to the first pressure rod 52. The first pressure plate 53 is slidably arranged inside the protective frame 51, and the top and bottom sides are respectively connected to the first pressure rod 52 and the anchor rod 54, and the bottom end of the anchor rod 54 passes through the second right-angle frame 32. The first pressure rod 52 is installed in the first screw hole, and the first pressure rod 52 is rotated to change the length of the first pressure rod 52 extending into the protective frame 51, thereby changing the height of the first pressure plate 53 and the anchor rod 54, so as to realize the installation or removal of the foundation anchor 5 from the foundation.

[0040] To improve the convenience of installation or disassembly, in this embodiment, only an external thread is constructed on the side surface of the first pressure rod 52 close to the bottom end, and the bottom end of the first pressure rod 52 is rotated to connect to the first pressure plate 53. When the first pressure rod 52 is at a height connected to the first screw hole through a thread, the anchor rod 54 is completely located on the inner side of the protective frame 51. The first pressure rod 52 can be slowly rotated to slowly lower the anchor rod 54 to align with the through hole on the second right-angle frame 32. After that, the threaded portion of the first pressure rod 52 is disengaged from the first screw hole. At this time, the anchor rod 54 has also penetrated the second right-angle frame 32. The anchor rod 54 can be quickly pressed down by hammering the top of the first pressure rod 52. The above process achieves accurate positioning and rapid anchoring of the anchor rod 54.

[0041] Of course, a first guide rod 55 can also be constructed in the protective frame 51. The first guide rod 55 and the first pressure rod 52 are both vertically constructed, and the first pressure plate 53 is sleeved on the first guide rod 55. Since the bottom end of the first pressure rod 52 is rotatably connected to the first pressure plate 53, even if multiple first guide rods 55 are constructed in the protective frame 51, the action process of pressing down the first pressure plate 53 by rotating the first pressure rod 52 is not affected. However, the first guide rod 55 can improve the accuracy and stability of the sliding direction of the first pressure plate 53. Therefore, the worker can speed up the rotation speed of the first pressure rod 52 during the operation to improve efficiency without losing accuracy.

[0042] Reference Figure 4The gate-shaped reinforcement frame 4 includes a first connecting plate 41, a jumper plate 42 and a second connecting plate 43 which are connected in sequence. The jumper plate 42 is provided with a second connecting bolt 8 for connecting the inner formwork 1 or the outer formwork 2. Accordingly, the top surfaces of the inner formwork 1 and the outer formwork 2 should be provided with mounting holes for installing the second connecting bolt 8. The first connecting plate 41 and the second connecting plate 43 are provided with adjustable fasteners 6, respectively. The two sets of adjustable fasteners 6 are connected to the separated surfaces of the inner formwork 1 and the outer formwork 2, respectively. The jumper plate 42 in the gate-shaped reinforcement frame can fix the top surfaces of the inner formwork 1 and the outer formwork 2, and can prevent the top surfaces of the inner formwork 1 and the outer formwork 2 from being separated by concrete compression to a certain extent. However, its stabilizing effect is relatively small, so it is also necessary to use the first connecting plate 41, the second connecting plate 43 and the adjustable fasteners 6 to press against the separated surfaces of the inner formwork 1 and the outer formwork 2 to further improve the stabilizing effect.

[0043] Since the thickness of the side wall of the sewage pool may not be the same during different constructions, in order to enable the gate-shaped reinforcement frame 4 to be erected on the inner formwork 1 and the outer formwork 2, the spacing between the facing surfaces of the first connecting plate 41 and the second connecting plate 43 must be greater than or equal to the spacing between the separated surfaces of the inner formwork 1 and the outer formwork 2. However, when the above two spacings are equal, the friction between the gate-shaped reinforcement frame 4 and the inner formwork 1 and the outer formwork 2 is relatively large, which is not convenient for installation. Therefore, it is more preferred that the spacing between the facing surfaces of the first connecting plate 41 and the second connecting plate 43 is greater than the spacing between the separated surfaces of the inner formwork 1 and the outer formwork 2. At this time, the gate-shaped reinforcement frame cannot ensure the tightening and reinforcing effect on the separated surfaces of the inner formwork 1 and the outer formwork 2. Therefore, the above-mentioned adjustable fastener 6 is introduced. The adjustable fastener 6 can fill the gap between the gate-shaped reinforcement frame 4 and the inner formwork 1 and the outer formwork 2, providing a stronger tightening effect on the inner formwork 1 and the outer formwork 2.

[0044] Among them, the adjustable fastener 6 includes a second pressure rod 61, a second pressure plate 62 and a limiting plug 63. The second pressure plate 62 is arranged on the inner side of the gate-shaped reinforcement frame 4, and its two sides are respectively connected to the second pressure rod 61 and the limiting plug 63; one end of the second pressure rod 61 is rotatably connected to the second pressure plate 62, and the other end is threadedly connected to the first connecting plate 41 or the second connecting plate 43, and a slot 111 adapted to the limiting plug 63 is arranged on the inner form 1 and the outer form 2. Similar to the installation and disassembly method of the foundation anchor 5, in the adjustable fastener 6, by rotating the second pressure rod 61, the second pressure plate 62 and the limiting plug 63 can be driven to approach the inner form 1 or the outer form 2, and then the limiting plug 63 is inserted into the slot 111, and the second pressure plate 62 is pressed against the inner form 1 or the outer form 2 to ensure the stability of the distance between the inner form 1 and the outer form 2, and prevent the concrete expansion form from causing it to deviate or skew.

[0045] In addition, a second guide rod 64 can be arranged on the door-shaped reinforcement frame 4. The second guide rod 64 and the second pressure rod 61 are both arranged transversely. One end of the second guide rod 64 is fixedly connected to the second pressure plate 62, and the other end slides through the first connecting plate 41 or the second connecting plate 43. An anti-slip limit block is arranged on the end of the second guide rod 64 away from the second pressure plate 62. The second guide can provide a stable guide for the second pressure plate 62, so that the second pressure plate 62 can ensure the position accuracy of the limit plug 63 and the slot 111 during the rapid movement, so as to improve the construction efficiency.

[0046] Reference Figure 5 In order to facilitate the manufacture, transportation and installation of the casting template, the inner template 1 and the outer template 2 are connected by a single template 11 and a limiting insert 12. The connecting sides of adjacent single templates 11 are respectively configured with connecting grooves 112. The side opening width of the connecting groove 112 is smaller than the internal width. The two side ends of the limiting insert 12 are inserted into different connecting grooves 112 from the top. The top of the limiting insert 12 is configured with a lifting handle 13. Since the side opening width of the connecting groove 112 is smaller than the internal width, the limiting insert 12 cannot be separated from the side opening of the connecting groove 112, but can only be installed and removed by sliding in the vertical direction. However, once the installation is completed, the workers will not operate the lifting handle 13 at will, which can effectively ensure the connection stability of the adjacent single templates 11.

[0047] Taking a square concrete sewage tank as an example, the corners of its side walls are assembled by two single-piece templates 11. The connecting grooves 112 on the two single-piece templates 11 are located on the narrow side of the single-piece template 11 and on the large side of the single-piece template 11 (see Appendix 1). Figure 2 and the connecting grooves 112 on the monomer template 11 of the remaining parts are all constructed on the narrow side of the monomer template 11.

[0048] Reference Figure 5 The connecting groove 112 on the inner template 1 and the outer template 2 can be constructed with a cross-shaped or T-shaped (T-shaped not shown) structure in cross section to meet the above-mentioned "the side opening width of the connecting groove 112 is smaller than the internal width" requirement. Of course, technicians in this field can also make adaptive changes based on the cross-sectional shape provided above, as long as it meets the "side opening width of the connecting groove 112 is smaller than the internal width" described in this case.

[0049] During the construction process, the single formwork 11 is first connected to form the inner formwork 1 and the outer formwork 2 through the limiting insert 12. Then the triangular reinforcement frame 3 is installed at the bottom of the inner formwork 1 and the outer formwork 2, and the bottom of the formwork is fixed to the foundation through the foundation anchor 5. Then the door-shaped reinforcement frame 4 is installed at the top of the inner formwork 1 and the outer formwork 2, and the inner formwork 1 and the outer formwork 2 are tightly connected through the adjustable fastener 6. Finally, the concrete pouring construction is carried out.

[0050] Compared with the prior art, the beneficial effect of the present invention is that the inner formwork 1 and the outer formwork 2 are reinforced by setting the triangular reinforcement frame 3 and the gate-shaped reinforcement frame 4, effectively preventing the formwork from shifting during the pouring process, and improving the construction quality. At the same time, the inner formwork 1 and the outer formwork 2 are connected by a single formwork 11 and a limiting insert 12, which is convenient for assembly and disassembly, and improves the construction efficiency.

[0051] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

[0052] The above are preferred embodiments of the present invention. It should be pointed out that, for ordinary technicians in this technical field, several improvements and modifications can be made without departing from the principles of the present invention. These improvements and modifications should also be regarded as within the scope of protection of the present invention.

Claims

1. A casting template for concrete sewage tank construction, characterized in that: It includes an inner template, an outer template, a triangular reinforcement frame and a gate-shaped reinforcement frame. The inner template and the outer template are both annular. The outer template is arranged on the outer side of the inner template. The triangular reinforcement frame is arranged at the bottom end of the separated side of the inner template and the outer template, so as to reinforce the bottom end of the casting template. The gate-shaped reinforcement frame is arranged on the top end of the inner template and the outer template, so as to reinforce the top end of the casting template.

2. The pouring formwork for concrete sewage pool construction according to claim 1 is characterized in that: The triangular reinforcement frame includes a first right-angle frame, a second right-angle frame and a bevel frame connected in sequence, the first right-angle frame is provided with a first connecting bolt for connecting the inner template or the outer template, and the second right-angle frame is provided with a foundation anchor on the side away from the first right-angle frame.

3. The casting template for concrete sewage pool construction according to claim 2 is characterized in that: The foundation anchor comprises a protective frame, a first pressure rod, a first pressure plate and an anchor rod. The bottom end of the protective frame is fixedly connected to the second right-angle frame, and the top end is provided with a first screw hole threadedly connected to the first pressure rod. The first pressure plate is slidably arranged inside the protective frame, and the top and bottom sides are respectively connected to the first pressure rod and the anchor rod, and the bottom end of the anchor rod passes through the second right-angle frame.

4. The casting template for concrete sewage pool construction according to claim 3 is characterized in that: A first guide rod is arranged in the protection frame, the first pressing plate is sleeved on the first guide rod, and the bottom end of the first pressing rod is rotatably connected to the first pressing plate.

5. The pouring formwork for concrete sewage pool construction according to any one of claims 1 to 4, characterized in that: The gate-shaped reinforcement frame includes a first connecting plate, a jumper plate and a second connecting plate which are connected in sequence, the jumper plate is provided with a second connecting bolt for connecting the inner template or the outer template, the first connecting plate and the second connecting plate are respectively provided with adjustable fasteners, and two groups of the adjustable fasteners are respectively connected to the separated surfaces of the inner template and the outer template.

6. The pouring formwork for concrete sewage pool construction according to claim 5, characterized in that: The adjustable fastener includes a second pressure rod, a second pressure plate and a limiting plug. The second pressure plate is arranged on the inner side of the door-shaped reinforcement frame, and its two sides are respectively connected to the second pressure rod and the limiting plug. The first end of the second pressure rod is rotatably connected to the second pressure plate, and the other end is threadedly connected to the first connecting plate or the second connecting plate. The inner template and the outer template are provided with slots adapted to the limiting plug.

7. The casting template for concrete sewage pool construction according to claim 6 is characterized in that: A second guide rod is arranged on the gate-shaped reinforcement frame, one end of the second guide rod is fixedly connected to the second pressure plate, and the other end slides through the first connecting plate or the second connecting plate; an anti-slip limit block is arranged on the end of the second guide rod away from the second pressure plate.

8. The pouring formwork for concrete sewage pool construction according to any one of claims 1-4, 6-7, characterized in that: The inner template and the outer template are connected by a single template and a limiting insert. The connecting sides of adjacent single templates are respectively provided with connecting grooves. The side end opening width of the connecting groove is smaller than the internal width. The two side ends of the limiting insert are inserted into different connecting grooves from the top.

9. The pouring formwork for concrete sewage pool construction according to claim 8, characterized in that: A lifting handle is arranged on the top of the limiting inserting strip.

10. A method for constructing a concrete sewage pool using a casting formwork as claimed in claim 8 or 9, characterized in that: Includes steps: Connecting the monomer templates into inner templates and outer templates through limiting inserts; Install the triangular reinforcement frame at the bottom of the inner and outer formwork, and fix the bottom of the inner and outer formwork to the foundation through foundation anchors; Install the door-shaped reinforcement frame on the top of the inner formwork and the outer formwork, and connect and fasten the inner formwork and the outer formwork through adjustable fasteners; Carry out concrete pouring construction.

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