Cast-in-place pile construction platform and reinforcement cage construction device
The bored pile construction platform and steel cage device solved the problem of soil subsidence at the hole mouth caused by the deadweight of the steel cage, achieved stable connection and safe construction, and improved the engineering quality of the bored piles.
Patent Information
- Application Number
- CN202422204826.1
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-09-09
- Publication Date
- 2025-09-30
- Estimated Expiration
- 2034-09-09
AI Technical Summary
In the existing technology, the excessive weight of the steel cage causes the soil at the hole mouth to sink, and debris falls into the hole, resulting in excessively thick sediment at the bottom of the hole, making connection difficult or the steel cage falling into the hole, affecting the quality of the project.
A bored pile construction platform is used, including a base, a cover plate structure and a hoisting structure. By increasing the unloading area and fixing the top hanging bars of the steel cage at the channel steel holes, combined with mechanical connection sleeves and conduit fixation, the stability and connection efficiency of the steel cage are ensured, and construction safety is guaranteed by the safety warning signs on the cover plate.
It effectively disperses the influence of the deadweight of the steel cage, avoids soil collapse at the hole mouth, improves connection efficiency, ensures construction safety, stabilizes the conduit to facilitate concrete pouring, and improves project quality.
Smart Images
Figure CN223398127U_ABST
Abstract
Description
Technical Field
[0001] The utility model belongs to the field of building construction, and in particular relates to a cast-in-place pile construction platform and a steel cage construction device. Background Art
[0002] The basic construction procedures of bored cast-in-place piles are: burying casing, measuring and positioning, drilling the pile foundation, cleaning the hole, under the steel cage and connecting it, secondary cleaning the hole, pouring concrete using the conduit method, etc.; the common tools for fixing the steel cage hole are sleepers / channel steels; there is often a problem that the weight of the steel cage is too large, and the sleepers / channel steels cannot support the steel cage, causing the soil at the hole mouth to sink. Debris or soil falls into the hole, resulting in excessive sediment at the bottom of the hole, requiring secondary or even multiple cleanings. The top of the steel cage sinks as a whole, making connection difficult or falling completely into the hole, resulting in waste piles, seriously affecting the quality of the project. Utility Model Content
[0003] The purpose of the utility model is to overcome the shortcomings of the prior art and provide a cast-in-place pile construction platform and a steel cage construction device.
[0004] In order to achieve the above purpose, the technical solution adopted by the utility model is:
[0005] A cast-in-place pile construction platform comprises a base, a pile seat connected to the base, a sealing plate structure arranged on the top of the pile seat, and a hoisting structure; the sealing plate structure is composed of two sealing plates hinged on the top of the pile seat; a hole for inserting a conduit is provided in the middle position of the sealing plate structure; and channel steel holes for inserting channel steel are provided on the pile seat.
[0006] Sealing plate lifting rings are provided at adjacent positions of the two sealing plates.
[0007] The hoisting structure comprises an angle steel connected to the pile seat and a hoisting U-shaped clip arranged on the angle steel.
[0008] The sealing plate is provided with a warning sign.
[0009] The utility model also includes a steel cage construction device, which comprises the cast-in-place pile construction platform and the steel cage arranged in the cast-in-place pile construction platform.
[0010] The steel cage is composed of multiple steel cage sections connected up and down; each steel cage section includes multiple steel cage main bars, spiral stirrups connecting the steel cage main bars, and steel cage positioning bars.
[0011] The main reinforcement bars of the steel cage between adjacent steel cage sections are connected using mechanical connection sleeves.
[0012] A conduit is provided in the steel cage; the conduit is placed in the hole of the sealing plate structure.
[0013] Compared with the prior art, the beneficial effects of the present invention are:
[0014] The utility model relates to a bored pile construction platform, which is mainly used in the process of connecting the steel cage after the pile foundation is bored. Firstly, the base of the device increases the unloading area within a certain range outside the pile hole, effectively dispersing the influence of the deadweight of the pile foundation steel cage, and reducing or avoiding the collapse of the soil at the hole mouth; secondly, the channel steel holes are passed through the channel steel and the top suspension bars of the steel cage are fixed to ensure the stability of the connected steel cage sections, thereby improving the connection efficiency of the pile foundation steel cage and avoiding the collapse of the hole caused by too long waiting time for pouring after the hole is bored; thirdly, the safety of the construction process is guaranteed by the safety warning signs on the cover plate of the device; fourthly, during the concrete pouring process, the top cover plate of the platform is fixed to the guide tube, and the guide tube is stabilized for convenient concrete pouring for pile formation. BRIEF DESCRIPTION OF THE DRAWINGS
[0015] Figure 1 This is a schematic diagram of the top view of the cast-in-place pile construction platform of the utility model;
[0016] Figure 2 This is a schematic diagram of the three-dimensional structure of the cast-in-place pile construction platform;
[0017] Figure 3-4 Schematic diagram of the structure of different construction processes of the steel cage construction device. DETAILED DESCRIPTION
[0018] In order to enable those skilled in the art to better understand the technical solution of the present invention, the present invention will be further described in detail below with reference to the accompanying drawings and the best embodiment.
[0019] Figure 1-2 A cast-in-place pile construction platform is shown, comprising a base 9, a pile seat 1 connected to the base, a cover plate structure mounted on top of the pile seat, and a lifting structure. The cover plate structure consists of two cover plates 10 hingedly connected to the top of the pile seat. A hole 11 for inserting a guide tube is provided in the middle of the cover plate structure. Channel steel holes 5 are provided on the pile seat for inserting channel steel. A cover plate lifting ring 2 is provided adjacent to the two cover plates. Warning signs 6 are provided on the cover plates.
[0020] The hoisting structure includes an angle steel 7 connected to the pile seat and a hoisting U-shaped clip 8 arranged on the angle steel.
[0021] Figure 3-4 A steel cage construction device is shown, comprising the cast-in-place pile construction platform and a steel cage arranged in the cast-in-place pile construction platform.
[0022] The steel cage is composed of multiple vertically connected segments. Each segment includes multiple main bars a-3, spiral stirrups a-2 connecting the main bars, cage locating bars a-1, and cage suspension bars a-4. The main bars between adjacent segments are connected using mechanical connection sleeves a-6.
[0023] A conduit b-2 is provided in the steel cage; the conduit is placed in the hole of the sealing plate structure.
[0024] The construction process of the utility model is as follows: during the bored pile construction, the pile foundation is put into use after the hole is completed; after ensuring that the compacted soil a-5 at the pile hole meets the lifting requirements, the bored pile construction platform (hereinafter referred to as the platform) is hoisted to the pile hole through the lifting device, ensuring that the center of the platform coincides with the center of the pile hole. Ensure that 1 (the platform foundation) is tightly attached to the compacted soil a-5 at the pile hole, and open the two sealing plates through the sealing plate lifting ring 2. At this time, the warning signs 6 on the sealing plates are simultaneously put into use to improve the safety of the subsequent construction process;
[0025] After the first cage section is lowered, insert the channel steel 3 into the channel steel hole 5 using the channel steel lifting ring 4. At the same time, insert the cage lifting rod a-4 to secure the cage, and then hoist the next cage section. Use the mechanical connection sleeve a-6 to manually connect the two cage sections. Once connected, lower the cage, repeat the hoisting and connection of the cage sections until all cages are installed.
[0026] After the conduit passes the watertightness test, it is installed. The two sealing plates are closed using a sealing plate hoisting ring, effectively securing conduit b-2. A pump truck is then used to pour concrete for pile foundation b-1. After this pile foundation is completed, the platform is moved to the next location using a hoisting device for future use.
[0027] To sum up, the bored pile construction platform of the present invention is mainly used in the process of connecting the steel cage after the pile foundation is bored. First, the unloading area within a certain range outside the pile hole is increased by the base of the device, which effectively disperses the influence of the deadweight of the pile foundation steel cage and reduces or avoids the collapse of the soil at the hole mouth; second, the channel steel holes are passed through the channel steel and the top suspension bars of the steel cage are fixed to ensure the stability of the connected steel cage sections, thereby improving the connection efficiency of the pile foundation steel cage and avoiding the collapse of the hole caused by too long waiting time for pouring after the hole is bored; third, the safety of the construction process is guaranteed by the safety warning signs on the cover plate of the device; fourth, during the concrete pouring process, the top cover plate of the platform is fixed to the conduit, and the conduit is stabilized for convenient pile concrete pouring.
[0028] The above is only a preferred embodiment 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 bored pile construction platform, characterized in that: It includes a base, a pile seat connected to the base, a sealing plate structure arranged on the top of the pile seat, and a lifting structure; the sealing plate structure is composed of two sealing plates hinged on the top of the pile seat; a hole for inserting a catheter is provided in the middle position of the sealing plate structure; and a channel steel hole for inserting a channel steel is provided on the pile seat.
2. The bored pile construction platform according to claim 1, characterized in that: Sealing plate lifting rings are provided at adjacent positions of the two sealing plates.
3. The bored pile construction platform according to claim 1, characterized in that: The hoisting structure comprises an angle steel connected to the pile seat and a hoisting U-shaped clip arranged on the angle steel.
4. The bored pile construction platform according to claim 1, characterized in that: The sealing plate is provided with a warning sign.
5. A steel cage construction device, characterized in that: The invention comprises the bored pile construction platform according to any one of claims 1 to 4 and a steel cage arranged in the bored pile construction platform.
6. The reinforcement cage construction device according to claim 5, characterized in that: The steel cage is composed of multiple steel cage sections connected up and down; each steel cage section includes multiple steel cage main bars, spiral stirrups connecting the steel cage main bars, and steel cage positioning bars.
7. The reinforcement cage construction device according to claim 5, characterized in that: The main reinforcement bars of the steel cage between adjacent steel cage sections are connected using mechanical connection sleeves.
8. The reinforcement cage construction device according to claim 5, characterized in that: A conduit is provided in the steel cage; the conduit is placed in the hole of the sealing plate structure.