Construction equipment and process for jacking concrete in truss latticed column
By using concrete jacking construction equipment and processes in the truss lattice columns, the problems of high difficulty and low efficiency of concrete construction in the truss lattice columns in the existing technology are solved, and the full filling and compactness of concrete are achieved, the construction efficiency and structural integrity are improved, and the construction cost is reduced.
Patent Information
- Application Number
- CN202510319007.8
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-03-18
- Publication Date
- 2025-04-18
- Estimated Expiration
- Not applicable · inactive patent
AI Technical Summary
The top-down pouring method of concrete in the existing truss lattice column is difficult to construct, inconvenient operation, cumbersome processes, low efficiency, difficult to control the overall construction quality, prone to defects, insufficient height control during concrete pouring, and problems such as aggregate deposition, cement slurry separation, and bubble generation affect the compactness and structural integrity of the concrete.
Provide concrete jacking construction equipment and construction technology in truss lattice columns, including concrete fixing pumps, pumping pipes, return check valve pipes, movable gate plates and overflow exhaust holes. Concrete is pumped through pressure, and concrete flow and exhaust can be controlled by using movable gate plates and overflow exhaust holes to ensure that concrete is fully filled with lattice columns.
The full filling and compactness of concrete are achieved, the construction time is shortened, the construction efficiency is improved, the construction joints generated by layered casting are avoided, the structural integrity is improved, and the construction cost is reduced.
Smart Images

Figure CN119843879A_ABST
Abstract
Description
Technical Field
[0001] The invention relates to the technical field of truss concrete lattice column construction, in particular to concrete jacking construction equipment and a construction process in a truss lattice column. Background Art
[0002] Steel structure has the advantages of high bearing capacity, light weight and good seismic performance. It is widely used in large space and large span building structures. Among them, steel truss structure is widely used in large span structure due to its high efficiency of structural force system. Concrete structure has good compressive performance, large cross-section and high rigidity, and is usually used for supporting columns of tall space roof.
[0003] At present, the top-down pouring method of concrete in truss lattice columns is difficult to construct, relatively inconvenient to operate, complicated procedures, low efficiency, difficult to control the overall construction quality, and prone to defects. During the concrete pouring process, the height control is not in place. Since aggregates are easy to settle and aggregates and cement slurry are easy to separate, bubbles are easy to generate in the concrete during the pouring process and are difficult to fully discharge, which may cause the concrete to be loose, thereby affecting the quality of the concrete. If the pouring speed is not well controlled, cold joints are easy to form at different heights, affecting the integrity of the structure. Summary of the invention
[0004] The purpose of the present invention is to provide concrete lifting construction equipment and construction technology in a truss lattice column, so as to solve the problems proposed in the above-mentioned background technology that the current method of pouring concrete from top to bottom in a truss lattice column is difficult to construct, relatively inconvenient to operate, complicated procedures, low efficiency, difficult to control the overall construction quality, and prone to defects. During the concrete pouring process, the height control is not in place. Since aggregates are easy to deposit and aggregates and cement slurry are easy to separate, bubbles are easy to generate in the concrete during the pouring process and are difficult to fully discharge, which may cause the concrete to be not dense, thereby affecting the concrete quality. If the pouring speed is not well controlled, cold joints are likely to be formed at different heights, affecting the integrity of the structure.
[0005] To achieve the above-mentioned purpose, the present invention provides the following technical solutions: concrete jacking construction equipment and construction process in a truss lattice column, including a concrete fixed pump, a pumping pipe is fixed to one side of the concrete fixed pump, one end of the pumping pipe is connected to a first backflow check valve pipe through a first pipe clamp, a second backflow check valve pipe is fixed to one side of the first backflow check valve pipe through a stud bolt, one side of the second backflow check valve pipe is connected to a concrete pouring pipe through a second pipe clamp, and a truss lattice column is fixed to one end of the concrete pouring pipe.
[0006] Preferably, a movable gate plate is provided between the first backflow check valve tube and the second backflow check valve tube, and a through hole is provided on the movable gate plate.
[0007] Preferably, an overflow exhaust hole is provided on the top of the truss lattice column.
[0008] The concrete jacking construction process in the truss lattice column includes the following steps: S1. When producing steel columns, reserve the concrete pouring pipe and overflow vent in advance, and then calculate the required pumping pressure equipment according to the diameter and height of the steel column; S2, welding a second pipe clamp at the reserved concrete pouring pipe and connecting it to the second backflow check valve pipe; S3, connect the pumping pipe with the first return check valve pipe, and fix the first return check valve pipe and the second return check valve pipe together with stud bolts, push up the movable gate plate to connect the through hole with the second return check valve pipe, and then start pumping concrete. After the concrete pouring is completed, push down the movable gate plate to close the movable gate plate; S4. After the concrete solidifies, remove the first and second return check valve pipes. After all the pouring is completed, cut off the concrete pouring pipes, weld the sealing plates, and apply anti-rust paint. S5. Check whether the concrete at the top of the steel column is poured densely. If there is any gap, fill it with grouting material through the overflow vent hole at the top.
[0009] Compared with the prior art, the present invention has the following beneficial effects: 1. The concrete lifting construction equipment in the truss lattice column uses pressure to make the concrete fully fill the lattice column, ensuring the density of the concrete. It can quickly lift the concrete into place at one time, shorten the construction time and improve the construction efficiency; 2. The concrete lifting construction equipment in the truss lattice column can achieve continuous construction, avoid construction joints caused by layered pouring, and have better integrity. Secondly, the invention has low cost, saves materials, is easy to disassemble and assemble, can be used repeatedly, and saves construction costs. BRIEF DESCRIPTION OF THE DRAWINGS
[0010] Figure 1 It is a schematic diagram of the three-dimensional structure of the present invention; Figure 2 It is a schematic diagram of the front cross-sectional structure of the present invention; Figure 3 For the present invention Figure 1 Enlarged structural diagram at A in the middle.
[0011] In the figure: 1. concrete fixed pump; 2. pumping pipe; 3. first backflow check valve pipe; 4. first pipe clamp; 5. second backflow check valve pipe; 6. stud bolts; 7. movable gate; 8. through hole; 9. concrete pouring pipe; 10. second pipe clamp; 11. truss lattice column; 12. overflow exhaust hole. DETAILED DESCRIPTION
[0012] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.
[0013] See also Figure 1-Figure 3 The present invention provides a technical solution: concrete jacking construction equipment in a truss lattice column, comprising a concrete fixed pump 1, a pumping pipe 2 is fixed to one side of the concrete fixed pump 1, one end of the pumping pipe 2 is connected to a first backflow check valve pipe 3 through a first pipe clamp 4, a second backflow check valve pipe 5 is fixed to one side of the first backflow check valve pipe 3 through a stud bolt 6, one side of the second backflow check valve pipe 5 is connected to a concrete pouring pipe 9 through a second pipe clamp 10, and a truss lattice column 11 is fixed to one end of the concrete pouring pipe 9.
[0014] In this embodiment, Figure 1 , Figure 2 and Figure 3 As shown, a movable gate plate 7 is arranged between the first return check valve tube 3 and the second return check valve tube 5, and a through hole 8 is opened on the movable gate plate 7. The opening and closing of the movable gate plate 7 can be controlled by moving the movable gate plate 7 up and down. After pushing the movable gate plate 7 up and connecting the through hole 8 with the second return check valve tube 5, the movable gate plate 7 is in an open state. After pushing the movable gate plate 7 down and staggering the through hole 8 with the second return check valve tube 5, the movable gate plate 7 is in a closed state.
[0015] In this embodiment, Figure 1 and Figure 2 As shown, an overflow vent hole 12 is provided at the top of the truss lattice column 11, and the overflow vent hole 12 can be used to exhaust gas. When checking whether the top concrete in the steel column is poured densely, if there is a gap, the grouting material can be injected through the top overflow vent hole 12 to fill it.
[0016] According to another aspect of the present invention, a construction process for jacking concrete in a truss lattice column is provided, comprising the following steps: S1. When producing steel columns, reserve the concrete pouring pipe 9 and the overflow vent 12 in advance, and then calculate the required pumping pressure equipment according to the diameter and height of the steel column; S2, welding a second pipe clamp 10 at the reserved concrete pouring pipe 9, and connecting it to the second backflow check valve pipe 5; S3, connect the pumping pipe 2 with the first return check valve pipe 3, and use the stud bolts 6 to fix the first return check valve pipe 3 and the second return check valve pipe 5 together, push up the movable gate plate 7 to connect the through hole 8 with the second return check valve pipe 5, and then start pumping concrete. After the concrete pouring is completed, push down the movable gate plate 7 to close the movable gate plate 7; S4, after the concrete solidifies, remove the first backflow check valve pipe 3 and the second backflow check valve pipe 5. After all the pouring is completed, cut off the concrete pouring pipe 9, weld the sealing plate, and apply anti-rust paint; S5. Check whether the top concrete in the steel column is poured densely. If there is any gap, fill it with grouting material through the top overflow vent hole 12.
[0017] The working principle of the device is as follows: before the concrete construction in the lattice column begins, a second pipe clamp 10 is welded at the reserved concrete pouring pipe 9 to connect with the second reflux check valve pipe 5, and the two ends of the pumping pipe 2 are respectively connected to the concrete fixed pump 1 and the first reflux check valve pipe 3, and the movable gate plate 7 is opened to start pumping concrete. After the concrete pouring is completed, the movable gate plate 7 is closed, the pumping pipe 2 is removed, and after the concrete solidifies, the first reflux check valve pipe 3 and the second reflux check valve pipe 5 are removed, the reserved concrete pouring pipe 9 is cut off, the sealing plate is welded, and anti-rust paint is applied. At the same time, check whether the top concrete in the steel column is poured densely. If there is a gap, it is filled by grouting through the top overflow exhaust hole 12. The contents not described in detail in this specification belong to the prior art known to professional and technical personnel in this field.
[0018] Although the present invention has been described in detail with reference to the aforementioned embodiments, it is still possible for those skilled in the art to modify the technical solutions described in the aforementioned embodiments, or to make equivalent substitutions for some of the technical features therein. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention should be included in the protection scope of the present invention.
Claims
1. A construction device for lifting concrete in a truss lattice column, comprising a fixed concrete pump (1), characterized in that: A pumping pipe (2) is fixed to one side of the fixed concrete pump (1); one end of the pumping pipe (2) is connected to a first backflow check valve pipe (3) via a first pipe clamp (4); a second backflow check valve pipe (5) is fixed to one side of the first backflow check valve pipe (3) via a stud bolt (6); one side of the second backflow check valve pipe (5) is connected to a concrete pouring pipe (9) via a second pipe clamp (10); and a truss lattice column (11) is fixed to one end of the concrete pouring pipe (9).
2. The concrete lifting construction equipment in the truss lattice column according to claim 1 is characterized in that: A movable gate plate (7) is provided between the first backflow check valve tube (3) and the second backflow check valve tube (5), and a through hole (8) is provided on the movable gate plate (7).
3. The concrete lifting construction equipment in the truss lattice column according to claim 1 is characterized in that: An overflow exhaust hole (12) is provided on the top of the truss lattice column (11).
4. A jacking construction process for concrete in a truss lattice column, applied to the jacking construction equipment for concrete in a truss lattice column according to any one of claims 1 to 3, characterized in that: The following steps are involved: S1. When producing steel columns, the concrete pouring pipe (9) and the overflow vent (12) are reserved in advance, and the equipment for calculating the required pumping pressure is calculated according to the diameter and height of the steel column; S2, welding a second pipe clamp (10) at the reserved concrete pouring pipe (9), and connecting it to the second backflow check valve pipe (5); S3, connecting the pumping pipe (2) and the first return check valve pipe (3), and fixing the first return check valve pipe (3) and the second return check valve pipe (5) together with the stud bolts (6), pushing up the movable gate plate (7) and connecting the through hole (8) and the second return check valve pipe (5), and then starting to pump concrete. After the concrete pouring is completed, pushing down the movable gate plate (7) to close the movable gate plate (7); S4, after the concrete solidifies, the first backflow check valve pipe (3) and the second backflow check valve pipe (5) are removed, and after all the pouring is completed, the concrete pouring pipe (9) is uniformly cut off, the sealing plate is welded, and anti-rust paint is applied; S5. Check whether the concrete at the top of the steel column is poured densely. If there is any gap, fill it with grouting material through the overflow vent hole (12) at the top.
Citation Information
Patent Citations
Steel pipe column concrete jacking construction method
CN103643740A
Concrete jacking and ascending device in Y-shaped cast steel combined steel pipe column of subway station
CN204080857U
Apparatus for use in concreting multiple section elevated structures
GB2073296A