Novel water-collecting well construction template and process thereof

Abstract

The invention discloses a novel water-collecting well construction formwork and a process thereof.The construction formwork comprises plastic steel formworks, positioning connecting pieces and height limiting pieces, the plastic steel formworks are connected through the positioning connecting pieces, the height limiting pieces are arranged at the four corners in the plastic steel formworks, and sealing pieces are arranged between the plastic steel formworks; by means of mutual matching and ingenious design of the connecting pieces, the formwork is firmly fixed and reinforced, key supporting force in the horizontal direction is provided, and therefore it is guaranteed that the formwork is kept stable and accurate in the pouring process; the height limiting piece is exquisite and practical in design and is generally provided with an accurate graduated scale or an adjusting knob, so that constructors can finely adjust the height of the formwork according to needs, the fine adjustment function meets the strict requirement for size accuracy in the gutter inlet design, it is guaranteed that the formwork is kept at the stable horizontal position in the pouring process, and the construction efficiency is improved. And the pouring quality problem caused by height errors is effectively avoided.

Description

Technical Field

[0001] The invention relates to the technical field of municipal road rainwater collection well construction templates, and in particular to a novel rainwater collection well construction template and a process thereof. Background Art

[0002] In the vast field of municipal road engineering rainwater inlet construction, common rainwater well construction methods are as colorful as a kaleidoscope, each carrying different technical characteristics and application scenarios. Among them, masonry, cast-in-place and prefabrication methods have occupied a place in the industry with their respective advantages.

[0003] Masonry, as a representative of traditional crafts, has always maintained its vitality in municipal road projects due to its easy availability of materials and low cost. However, like the two sides of a coin, masonry also has certain limitations in terms of construction cycle and skill requirements for construction workers. The longer construction cycle not only increases the time cost of the project, but also poses a higher challenge to the control of the construction progress; at the same time, the high requirements for the skills of construction workers mean that more human resources and training costs need to be invested to ensure construction quality.

[0004] The cast-in-place method plays an increasingly important role in modern municipal road engineering due to its advantages such as good structural integrity, high strength, and superior waterproof performance. However, the construction process of the cast-in-place method is relatively complicated and requires a professional construction team and advanced construction equipment as support. This not only increases the cost of the project, but also puts higher requirements on the quality of the construction team. In addition, the quality control of the cast-in-place method during the construction process is also a major difficulty, requiring construction personnel to have rich experience and superb skills.

[0005] As a model of industrialized construction, prefabrication has gradually emerged in municipal road projects with its advantages of fast construction speed, high efficiency and controllable costs. However, prefabrication also has disadvantages that cannot be ignored. The high transportation cost not only increases the overall investment of the project, but also poses higher challenges to the safety and efficiency of the transportation process; at the same time, the on-site assembly technology is demanding, requiring construction personnel to have rich experience and superb skills to ensure the precise docking and stable installation of prefabricated parts. Summary of the invention

[0006] The main purpose of the invention is to provide a novel water collection well construction template and process thereof, aiming to solve the existing technical problems.

[0007] To achieve the above objectives, the present invention provides a new type of water collection well construction template, including a plastic-steel template, a positioning connector and a height limiting component. The plastic-steel template is connected by the positioning connector, the height limiting component is arranged at the four corners of the plastic-steel template, and sealing components are arranged between the plastic-steel templates.

[0008] Furthermore, the plastic-steel formwork includes a first formwork, a second formwork, a third formwork and a fourth formwork, and the first formwork, the second formwork, the third formwork and the fourth formwork are sequentially spliced ​​to form a casting space.

[0009] Furthermore, the positioning connector is divided into a semicircular connector, a joint device and a latch. The first template is evenly provided with semicircular connectors horizontally and vertically, the third template is evenly provided with joint devices horizontally and vertically, and the corresponding second template and fourth template are also distributed with semicircular connectors and joint devices.

[0010] Furthermore, the height limiting member is connected to the joint device of the plastic-steel formwork, and the height limiting member adopts an extendable adjustment rod, which is composed of a sleeve and an operating handle component.

[0011] Furthermore, it also includes a plurality of aluminum formworks arranged in the plastic-steel formwork, the plurality of aluminum formworks are spliced ​​together to form a mortar cavity, and the top and bottom of the aluminum formwork are respectively fixed to the upper fixing plate and the lower fixing plate, supporting steel bars are arranged in the mortar cavity, and strip guard plates are arranged at the connection between adjacent aluminum formworks, a first fixing bolt is threadedly inserted on the strip guard plate, the first fixing bolt passes through the first clamping plate, both ends of the first clamping plate are fixedly inserted at one end of the second clamping plate, the second clamping plate and the middle section of the first clamping plate are both threadedly inserted with second fixing bolts, one end of the second fixing bolt is threadedly inserted into the side wall of the aluminum formwork, and the side wall at one end of the strip guard plate is fixedly connected to the side wall of the second clamping plate.

[0012] Furthermore, the inner side wall of the strip guard plate is provided with a connecting convex strip, and the side wall of the aluminum template is provided with a groove adapted to the connecting convex strip, and the strip guard plate is the same length as the aluminum template.

[0013] Furthermore, the cross-section of the strip guard plate is an L-shaped structure, and the inner side walls of the strip guard plate are respectively connected to the outer walls of adjacent spliced ​​aluminum templates, and bolt holes are opened on the strip guard plate.

[0014] Furthermore, a water blocking strip is provided on the interface surface of the strip guard plate, and an integrally formed disassembly block is provided at the bottom of the strip guard plate.

[0015] Furthermore, four first fixing bolts and two second fixing bolts are arranged on the first clamping plate and the second clamping plate, and a slot is opened on the second clamping plate.

[0016] A new type of construction process for a water collection well construction template specifically includes the following steps:

[0017] In the first stage of rainwater well construction, the cushion concrete is poured first. After the cushion concrete is completely solidified and reaches the specified strength, the construction workers begin to build walls of equal height and size on the cushion according to the design requirements.

[0018] After the wall is built, the formwork installation phase begins. Construction workers use high-performance plastic-steel formwork and connect and fix the formwork with connectors.

[0019] After the formwork is installed and the height is adjusted, the concrete pouring stage begins. Construction workers need to pour according to the predetermined concrete mix ratio and pouring process to ensure the uniformity and density of the concrete.

[0020] The beneficial effects of the present invention are embodied in:

[0021] The mutual cooperation and sophisticated design of the connecting parts in the present invention not only firmly fix and strengthen the formwork, but also provide critical horizontal support force, thereby ensuring that the formwork remains stable and accurate during the pouring process.

[0022] The height limiter in the present invention is ingeniously designed and practical, and is usually equipped with an accurate scale or adjustment knob, so that construction workers can finely adjust the height of the template as needed. This fine-tuning function not only meets the stringent requirements for dimensional accuracy in the design of the rainwater inlet, but also ensures that the template maintains a stable horizontal position during the pouring process, effectively avoiding pouring quality problems caused by height errors. BRIEF DESCRIPTION OF THE DRAWINGS

[0023] Figure 1 It is a schematic diagram of the structure of the present invention;

[0024] Figure 2 For the present invention Figure 1 Schematic diagram of the structure front view;

[0025] Figure 3 This is a schematic diagram of the positioning connector structure of the present invention;

[0026] Figure 4 This is a schematic diagram of the height limiting structure of the present invention;

[0027] Figure 5 This is a schematic diagram of the aluminum template structure of the present invention;

[0028] Figure 6 For the present invention Figure 5 Schematic diagram of the structure from top view;

[0029] Figure 7 It is a schematic diagram of the strip guard plate structure of the present invention.

[0030] Description of reference numerals:

[0031] 1. Formwork; 2. Positioning connector; 21. Semicircular connector; 22. Joint device; 23. Pin; 3. Seal; 4. Height limiter; 41. Casing; 42. Operating handle; 5. Aluminum formwork; 6. Upper fixing plate; 7. Lower fixing plate; 8. Supporting steel bars; 9. Strip guard plate; 91. Connecting convex strip; 92. Groove; 10. First fixing bolt; 11. First clamping plate; 12. Second clamping plate; 13. Second fixing bolt; 14. Water blocking tape. DETAILED DESCRIPTION

[0032] The technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all of the embodiments. In the absence of conflict, the embodiments in this application and the features in the embodiments can be combined with each other. Based on the embodiments in the present invention, all other embodiments obtained by ordinary technicians in this field without making creative work are within the scope of protection of the present invention.

[0033] See also Figure 1 and Figure 2 The present invention provides a new type of water collection well construction template, including a plastic-steel template 1, a positioning connector 2 and a height limiting component 4. The plastic-steel template 1 is connected by the positioning connector 2, the height limiting component 4 is arranged at the four corners of the plastic-steel template 1, and a sealing component 3 is arranged between the plastic-steel templates 1.

[0034] Preferably, when the templates are spliced, a buckle connection is adopted. By adopting the above technical solution, the templates are connected and fixed by connecting pieces. These connecting pieces adopt advanced buckle connection technology and ensure precise alignment and tight fit between the templates through a rotating locking mechanism.

[0035] When the formwork is spliced, seals are placed between the formwork 3. In construction practice, we cleverly incorporated the use of seals, which not only successfully built a solid waterproof barrier and effectively eliminated the hidden dangers of concrete leakage, thereby significantly improving the overall quality of the pouring operation; but also, on the basis of ensuring the structural stability and durability of the rainwater well, the construction process was streamlined and the construction efficiency was greatly improved.

[0036] Four height limiting rods 4 are installed at the four corners of the template. By adopting the above technical solution, the height limiting member 4 is a precise adjustment device, and the template elevation can be easily fine-tuned through simple manual operation. This step ensures the dimensional accuracy and construction quality of the final product of the rainwater inlet.

[0037] In one embodiment, see Figure 1The plastic-steel formwork 1 includes a first formwork 11, a second formwork 12, a third formwork 13 and a fourth formwork 14. The first formwork 11, the second formwork 12, the third formwork 13 and the fourth formwork 14 are sequentially spliced ​​to form a casting space.

[0038] In one embodiment, see Figure 3 The positioning connector 2 is divided into a semicircular connector 21, a joint device 22 and a latch 23. The first template 11 is evenly provided with semicircular connectors 21 horizontally and vertically, and the third template 13 is evenly provided with joint devices 22 horizontally and vertically. The corresponding second template 12 and fourth template 14 are also distributed with semicircular connectors 21 and joint devices 22.

[0039] In one embodiment, see Figure 4 , height limit, 4 is connected to the joint device 22 of the plastic-steel formwork 1, and the height limiter 4 adopts an extendable adjustment rod, which is composed of a sleeve 41 and an operating handle 42.

[0040] In one embodiment, see Figure 5-7 , and also includes a plurality of aluminum templates 5 arranged in the plastic-steel template 1, the plurality of aluminum templates 5 are spliced ​​together to form a mortar cavity 6, and the top and bottom of the aluminum template 5 are respectively fixed to the upper fixing plate 6 and the lower fixing plate 7, a supporting steel bar 8 is arranged in the mortar cavity 6, and a strip guard plate 9 is arranged at the connection between adjacent aluminum templates 5, and a first fixing bolt 10 is threadedly inserted on the strip guard plate 9, and the first fixing bolt 10 passes through the first clamping plate 11, and the two ends of the first clamping plate 11 are fixedly inserted at one end of the second clamping plate 12, and the second clamping plate 12 and the middle section of the first clamping plate 11 are both threadedly inserted with a second fixing bolt 13, and one end of the second fixing bolt 13 is threadedly inserted into the side wall of the aluminum template 5, and the side wall of one end of the strip guard plate 9 is fixedly connected to the side wall of the second clamping plate 12.

[0041] This embodiment is configured as follows: after the aluminum templates 5 are spliced, the strip guard plate 9 is clamped at the connection between adjacent aluminum templates 5 using the second clamping plate 12, and an additional strip guard plate 9 is provided at the connection between adjacent aluminum templates 5, so that the connecting ridges 91 provided on the side walls of the strip guard plate 9 are connected to the grooves 92 on the aluminum template 5, and then the first clamping plate 11 and the second clamping plate 12 are used to simultaneously form a fixed limiting effect on the strip guard plate 9 and the aluminum template 5, and the first fixing bolts 10 and the second fixing bolts 13 are tightened in turn to complete the fixation.

[0042] After the aluminum templates 5 are spliced, a strip guard plate 9 is added at the connection between adjacent aluminum templates 5, and the connecting convex strips 91 set on the side walls of the strip guard plate 9 are connected to the grooves 92 on the aluminum template 5, and then the first clamping plate 11 and the second clamping plate 12 are used to simultaneously form a fixed limiting effect on the strip guard plate 9 and the aluminum template 5.

[0043] In one embodiment, the inner wall of the strip guard plate 9 is provided with a connecting ridge 91 , and the side wall of the aluminum template 5 is provided with a groove 92 matched with the connecting ridge 91 . The strip guard plate 9 and the aluminum template 5 have the same length.

[0044] This embodiment is configured such that when the strip guard plate 9 is installed, the connecting convex strip 91 is completely inserted into the groove 92, which plays a role in preliminary fixing and installation. The strip guard plate 9 is the same length as the aluminum template 5, which is convenient for completely preventing mortar leakage at the connection.

[0045] In one embodiment, the cross-section of the strip guard plate 9 is an L-shaped structure, and the inner side walls of the strip guard plate 9 are respectively connected to the outer walls of the adjacent spliced ​​aluminum templates 5, and bolt holes are opened on the strip guard plate 9.

[0046] This embodiment is configured to facilitate the connection of the strip guard plate 9 with the adjacent aluminum template 5 .

[0047] Preferably, in order to form a reliable supporting effect, the supporting steel bar 8 includes a plurality of longitudinal bars arranged in parallel, and stirrups are sleeved on the outer wall of the longitudinal bars.

[0048] In one embodiment, a water blocking tape 14 is provided on the interface of the strip guard plate 9 , and an integrally formed disassembly block is provided at the bottom of the strip guard plate 9 .

[0049] This embodiment is configured such that a water blocking tape 14 is provided to prevent leakage of mortar, and the provision of a disassembly block facilitates the disassembly of the strip guard plate 9 after the structural column is formed.

[0050] In one embodiment, four first fixing bolts 10 and two second fixing bolts 13 are disposed on the first clamping plate 11 and the second clamping plate 12 , and a slot is provided on the second clamping plate 12 .

[0051] A new type of construction process for a water collection well construction template specifically includes the following steps:

[0052] In the first stage of rainwater well construction, the cushion concrete is poured first. After the cushion concrete is completely solidified and reaches the specified strength, the construction workers begin to build walls of equal height and size on the cushion according to the design requirements.

[0053] After the wall is built, the formwork installation phase begins. The construction workers use high-performance plastic steel formwork and connect and fix the formwork with connectors. These connectors use advanced disc-type connection technology, and the rotation locking mechanism ensures precise alignment and tight fit between the formworks. The construction workers also need to use height limiters to accurately adjust the height of the formwork. The height limiter is a precision adjustment device that can easily fine-tune the formwork elevation through simple manual operation. This step ensures the dimensional accuracy and construction quality of the final product of the rainwater inlet. At the same time, the fixing and height adjustment of the formwork also need to take into account the pressure and deformation during concrete pouring to ensure that the formwork remains stable during the pouring process.

[0054] After the formwork is installed and the height is adjusted, the concrete pouring stage begins. Construction workers need to pour according to the predetermined concrete mix ratio and pouring process to ensure the uniformity and density of the concrete. During the pouring process, construction workers also need to pay attention to controlling the pouring speed and vibration intensity to avoid bubbles and cracks in the concrete. After the concrete is poured, it needs to be fully cured to ensure the strength and stability of the concrete. During the curing period, construction workers need to regularly check the humidity and temperature of the concrete, and spray water to keep it moist or cover it for insulation as needed. The curing time needs to be determined according to the strength development of the concrete and weather conditions to ensure that the concrete reaches the strength required by the design.

[0055] Preferably, walls of equal height and size are pre-built on the cushion layer.

[0056] By adopting the above technical solution, walls of equal height and size are pre-built on the cushion layer, which not only ensures the stability of the formwork in the horizontal direction and improves the casting quality of the rainwater outlet, but also provides construction personnel with a clear construction reference, simplifies the construction process and improves construction efficiency.

[0057] It should be noted that if the embodiments of the present invention involve directional indications such as up, down, left, right, front, back, etc., then the directional indications are only used to explain the relative position relationship, movement status, etc. between the components in a certain specific posture as shown in the accompanying drawings. If the specific posture changes, the directional indication will also change accordingly.

[0058] In addition, if there are descriptions involving "first", "second", etc. in the embodiments of the present invention, the descriptions of "first", "second", etc. are only used for descriptive purposes and cannot be understood as indicating or implying their relative importance or implicitly indicating the number of technical features indicated. Therefore, the features defined as "first" and "second" may explicitly or implicitly include at least one of the features. In addition, the meaning of "and / or" appearing in the full text includes three parallel schemes. Taking "A and / or B" as an example, it includes scheme A, or scheme B, or schemes that A and B meet at the same time. In addition, "multiple" refers to more than two. In addition, the technical solutions between the various embodiments can be combined with each other, but it must be based on the ability of ordinary technicians in this field to implement. When the combination of technical solutions is contradictory or cannot be implemented, it should be deemed that such a combination of technical solutions does not exist.

[0059] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims

1. A new type of water collection well construction template, characterized in that , comprising a plastic-steel formwork (1), a positioning connector (2) and a height-limiting member (4), wherein the plastic-steel formwork (1) is connected via the positioning connector (2), the height-limiting member (4) is arranged at the four corners of the plastic-steel formwork (1), and a sealing member (3) is arranged between the plastic-steel formworks (1).

2. A new type of water collection well construction template and process as claimed in claim 1, characterized in that: The plastic-steel formwork (1) comprises a first formwork (11), a second formwork (12), a third formwork (13) and a fourth formwork (14); the first formwork (11), the second formwork (12), the third formwork (13) and the fourth formwork (14) are sequentially spliced ​​to form a casting space.

3. A new type of water collection well construction template as claimed in claim 2, characterized in that: The positioning connector (2) is divided into a semicircular connector (21), a connector device (22) and a latch (23). The first template (11) is evenly provided with semicircular connectors (21) in horizontal and vertical directions, and the third template (13) is evenly provided with connector devices (22) in horizontal and vertical directions. The corresponding second template (12) and fourth template (14) are also distributed with semicircular connectors (21) and connector devices (22).

4. A new type of water collection well construction template as claimed in claim 3, characterized in that: The height limiting member (4) is connected to the joint device (22) of the plastic-steel formwork (1). The height limiting member (4) adopts an extendable adjustment rod, which is composed of a sleeve (41) and an operating handle (42).

5. A new type of water collection well construction template as claimed in claim 1, characterized in that: The invention also comprises a plurality of aluminum templates (5) arranged in the plastic steel template (1), wherein the plurality of aluminum templates (5) are spliced ​​together to form a mortar cavity (6), and the top and bottom of the aluminum template (5) are respectively fixed to an upper fixing plate (6) and a lower fixing plate (7), wherein a supporting steel bar (8) is arranged in the mortar cavity (6), and a strip guard plate (9) is arranged at the connection between adjacent aluminum templates (5), wherein a first fixing bolt (10) is threadedly inserted on the strip guard plate (9), wherein the first fixing bolt (10) passes through the first clamping plate (11), wherein both ends of the first clamping plate (11) are fixedly inserted at one end of the second clamping plate (12), wherein the second clamping plate (12) and the middle section of the first clamping plate (11) are both threadedly inserted with a second fixing bolt (13), wherein one end of the second fixing bolt (13) is threadedly inserted into the side wall of the aluminum template (5), and the side wall of one end of the strip guard plate (9) is fixedly connected to the side wall of the second clamping plate (12).

6. A new type of water collection well construction template as claimed in claim 5, characterized in that: The inner side wall of the strip guard plate (9) is provided with a connecting convex strip (91), and the side wall of the aluminum template (5) is provided with a groove (92) adapted to the connecting convex strip (91), and the strip guard plate (9) and the aluminum template (5) have the same length.

7. A new type of water collection well construction template as claimed in claim 5, characterized in that: The cross section of the strip guard plate (9) is an L-shaped structure, and the inner side walls of the strip guard plate (9) are respectively connected to the outer walls of adjacent spliced ​​aluminum templates (5), and bolt holes are provided on the strip guard plate (9).

8. A new type of water collection well construction template as claimed in claim 5, characterized in that: A water blocking strip (14) is provided on the interface surface of the strip-shaped guard plate (9), and an integrally formed disassembly block is provided at the bottom of the strip-shaped guard plate (9).

9. A new type of water collection well construction template as claimed in claim 5, characterized in that: A total of four first fixing bolts (10) and two second fixing bolts (13) are provided on the first clamping plate (11) and the second clamping plate (12), and a slot is provided on the second clamping plate (12).

10. A new type of construction process for water collection well construction template, characterized by: The specific steps include: In the first stage of rainwater well construction, the cushion concrete is poured first. After the cushion concrete is completely solidified and reaches the specified strength, the construction workers begin to build walls of equal height and size on the cushion according to the design requirements. After the wall is built, the formwork installation phase begins. Construction workers use high-performance plastic-steel formwork and connect and fix the formwork with connectors. After the formwork is installed and the height is adjusted, the concrete pouring stage begins. Construction workers need to pour according to the predetermined concrete mix ratio and pouring process to ensure the uniformity and density of the concrete.

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