Integrated structure of tower crane foundation and waterproof membrane

CN224633973UActive Publication Date: 2026-08-14CHINA HYDROPOWER ELEVENTH ENG BUREAU (ZHENGZHOU) CO LTD +1
View PDF 0 Cites 0 Cited by

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-08-04
Publication Date
2026-08-14

AI Technical Summary

Technical Problem

[0002]塔吊基础是塔式起重机的重要组成部分,用于支撑和固定塔吊,确保其在各种工况下的稳定性和安全性其中,通常由混凝土浇筑而成,包含预埋件,用于连接塔吊塔身,然而,由于是混凝土通常单独进行浇筑,导致塔吊基础与主体结构连接处易出现防水问题,从而增加渗漏风险,一定程度上,影响了防水效果

Benefits of technology

[0016]综上,本实用新型的有益效果在于:1、通过同步施工减少接缝,提升防水可靠性,使得通过一体化浇筑减少渗漏风险,同时,通过锚杆,提高了混凝土的稳定性,防止发生滑坡。

✦ Generated by Eureka AI based on patent content.

Smart Images

  • Figure CN224633973U_ABST
    Figure CN224633973U_ABST
Patent Text Reader

Abstract

This utility model relates to the field of building construction technology and discloses an integrated structure of tower crane foundation and waterproofing membrane, including a tower crane foundation mechanism, a waterproofing mechanism, several anchor rods, several fixing mechanisms, and several reinforcing rods. The foundation pit and the tower crane foundation mechanism are connected through the waterproofing mechanism. The waterproofing mechanism and the anchor rods are connected to each other through the fixing mechanisms. The anchor rods are connected to a second connecting mechanism. The tower crane foundation mechanism is connected to a first connecting mechanism. The first connecting mechanism and the second connecting mechanism are connected to each other through the reinforcing rods. The waterproofing mechanism includes a waterproofing main plate. Synchronous construction reduces joints and improves waterproofing reliability. Integrated casting reduces the risk of leakage. At the same time, the anchor rods improve the stability of the concrete and prevent landslides. The reinforcing rods can work with the anchor rods to provide stability for the tower crane foundation.
Need to check novelty before this filing date? Find Prior Art

Description

Technical Field

[0001] This utility model relates to the field of building construction technology, specifically to an integrated structure of tower crane foundation and waterproofing membrane. Background Technology

[0002] Tower crane foundations are an important component of tower cranes, used to support and secure the tower crane, ensuring its stability and safety under various working conditions. They are typically made of concrete and include embedded parts for connecting the tower crane body. However, since concrete is usually poured separately, waterproofing problems can easily occur at the connection between the tower crane foundation and the main structure, increasing the risk of leakage and affecting the waterproofing effect to some extent. Utility Model Content

[0003] The purpose of this utility model is to provide an integrated structure of tower crane foundation and waterproof membrane to solve the above problems. By constructing simultaneously, joints are reduced, waterproof reliability is improved, and the risk of leakage is reduced through integrated casting.

[0004] This utility model achieves the above objectives through the following technical solutions: The tower crane foundation and waterproofing membrane integrated structure includes a tower crane foundation mechanism, a waterproofing mechanism, several anchor rods, several fixing mechanisms, and several reinforcing rods. The foundation pit and the tower crane foundation mechanism are connected to each other through the waterproofing mechanism. The waterproofing mechanism and the anchor rods are connected to each other through the fixing mechanism. The anchor rods are connected to a second connecting mechanism.

[0005] The tower crane foundation mechanism is connected to the first connecting mechanism, and the first connecting mechanism and the second connecting mechanism are connected to each other by a reinforcing rod. The waterproof mechanism includes a waterproof main board.

[0006] Furthermore, the fixing mechanism includes a compression plate and a fixing nut, the fixing nut being threaded onto the body of the anchor rod, and the compression plate abutting against the waterproof main plate.

[0007] Furthermore, the waterproof mechanism also includes a support plate, and the waterproof main board is fixedly mounted on the bottom side of the support plate.

[0008] Furthermore, the fixing nut is rotatably disposed on the top side of the extrusion plate.

[0009] Furthermore, the first connecting mechanism includes a first mounting plate and a first bolt. The first mounting plate has a plurality of first mounting holes, and the first bolt is threaded inside the reinforcing rod.

[0010] Furthermore, the first bolt is threaded inside the first mounting hole.

[0011] Furthermore, the second connecting mechanism includes a second mounting plate and a second bolt, the second mounting plate being sleeved on the body of the anchor rod, and the second bolt being threaded inside the reinforcing rod.

[0012] Furthermore, the second mounting plate has several second mounting holes inside, and the second bolt is threaded into the second mounting holes.

[0013] Furthermore, a water-stop steel plate is provided at the joint between the waterproof main board and the tower crane foundation mechanism.

[0014] Furthermore, the reinforcing rod is made of high-strength steel.

[0015] Using the above structure, firstly, the anchor rod is fixed through the foundation pit, then the steel bars are tied and the embedded parts are installed. Next, the waterproof membrane is placed into the trench of the foundation pit. Then, the pressing plate and fixing nut on the fixing mechanism work together with the anchor rod to press the waterproof membrane into place. After that, concrete is poured for the tower crane foundation and the support plate. After the tower crane foundation mechanism and the waterproof mechanism are installed, the second connecting mechanism is first installed on the anchor rod, and then the reinforcing rod is installed on the mounting plate with bolts.

[0016] In summary, the beneficial effects of this utility model are as follows: 1. By reducing joints through synchronous construction, the reliability of waterproofing is improved, and the risk of leakage is reduced through integrated pouring. At the same time, the stability of concrete is improved through anchor bolts, preventing landslides.

[0017] 2. By using reinforcing rods, in conjunction with anchor rods, stability is further provided for the tower crane foundation. At the same time, the waterproofing effect of the structure is improved by using waterproof membranes. Attached Figure Description

[0018] To more clearly illustrate the technical solutions in the embodiments of this utility model or the prior art, the drawings used in the description of the embodiments or the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0019] Figure 1 This is an axonometric view of the present invention; Figure 2 This is a side view of the waterproof motherboard of this utility model; Figure 3 yes Figure 2 Enlarged view of point A; Figure 4 yes Figure 2 Enlarged view of point B; Figure 5 yes Figure 2Enlarged view of point C.

[0020] The annotations in the attached figures are explained as follows: 1. Foundation pit; 2. Waterproofing mechanism; 3. Tower crane foundation mechanism; 4. Anchor bolt; 5. First connecting mechanism; 6. Reinforcing rod; 7. Second connecting mechanism; 8. Fixing mechanism; 201. Support plate; 202. Waterproof main plate; 501. First mounting plate; 502. First mounting hole; 503. First bolt; 701. Second mounting plate; 702. Second mounting hole; 703. Second bolt; 801. Extrusion plate; 802. Fixing nut. Detailed Implementation

[0021] To make the objectives, technical solutions, and advantages of this utility model clearer, the technical solutions of this utility model will be described in detail below. Obviously, the described embodiments are only a part of the embodiments of this utility model, and not all of them. Based on the embodiments of this utility model, all other implementation methods obtained by those skilled in the art without creative effort are within the scope of protection of this utility model.

[0022] See Figures 1-5 As shown, this utility model provides an integrated structure of tower crane foundation and waterproofing membrane, including tower crane foundation mechanism 3, waterproofing mechanism 2, several anchor rods 4, several fixing mechanisms 8 and several reinforcing rods 6. The foundation pit 1 and tower crane foundation mechanism 3 are connected to each other through the waterproofing mechanism 2, which improves the stability of the tower crane foundation. The waterproofing mechanism 2 and the anchor rods 4 are connected to each other through the fixing mechanisms 8, which improves the overall stability. The anchor rods 4 are connected to the second connecting mechanism 7.

[0023] Furthermore, the waterproof mechanism 2 includes a waterproof main plate 202, and the fixing mechanism 8 includes a pressing plate 801 and a fixing nut 802. The fixing nut 802 is threaded onto the body of the anchor rod 4. The pressing plate 801 abuts against the waterproof main plate 202. The waterproof mechanism 2 also includes a support plate 201. The waterproof main plate 202 is fixedly installed on the bottom side of the support plate 201, and the fixing nut 802 is rotatably installed on the top side of the pressing plate 801. A water-stop steel plate is provided at the joint between the waterproof main plate 202 and the tower crane foundation mechanism 3, connecting the tower crane foundation and the waterproof plate as a whole. The anti-buoyancy and load-bearing capacity of the waterproof plate assists the tower crane foundation in bearing the force, while simultaneously... Synchronous construction reduces joints and improves waterproofing reliability. Integrated casting reduces the risk of leakage. Water-stop steel plates and water-swellable rubber strips are used at the joints. The reinforcing rod 6 is made of high-strength steel. Specifically, the anchor rod 4 is fixed through the foundation pit 1, and then the waterproofing membrane is placed into the trench of the foundation pit 1 through steel bar binding and pre-embedded parts installation. Then, the waterproofing membrane is placed into the trench of the foundation pit 1. Subsequently, the pressing plate 801 and fixing nut 802 on the fixing mechanism 8 work together with the anchor rod 4 to press the waterproofing membrane into place. After that, the tower crane foundation and support plate 201 are poured together with concrete. This synchronous construction reduces joints and improves waterproofing reliability, thereby reducing the risk of leakage through integrated casting.

[0024] The tower crane foundation mechanism 3 is connected to the first connecting mechanism 5. The first connecting mechanism 5 and the second connecting mechanism 7 are connected to each other through the reinforcing rod 6. The reinforcing rod 6, together with the anchor rod 4, provides stability for the tower crane foundation.

[0025] Furthermore, the first connecting mechanism 5 includes a first mounting plate 501 and a first bolt 503. The first mounting plate 501 has several first mounting holes 502. The first bolt 503 is threaded inside the reinforcing rod 6 and inside the first mounting holes 502. The second connecting mechanism 7 includes a second mounting plate 701 and a second bolt 703. The bolt facilitates the installation of the reinforcing rod 6. The second mounting plate 701 is fitted onto the body of the anchor rod 4. The anchor rod 4 facilitates the cooperation with the reinforcing rod 6 to further improve the stability of the tower crane foundation. The second bolt 703 is threaded inside the reinforcing rod 6. The second mounting plate 701 has several second mounting holes 702. The second bolt 703 is threaded inside the second mounting holes 702. Specifically, after the tower crane foundation mechanism 3 and the waterproof mechanism 2 are installed, the second connecting mechanism 7 is first installed onto the anchor rod 4, and then the reinforcing rod 6 is installed onto the mounting plate using bolts, thereby improving the stability of the tower crane foundation through the reinforcing rod 6.

[0026] The above description is merely a specific embodiment of this utility model, but the protection scope of this utility model is not limited thereto. Any variations or substitutions that can be easily conceived by those skilled in the art within the technical scope disclosed in this utility model should be included within the protection scope of this utility model. Therefore, the protection scope of this utility model should be determined by the protection scope of the claims.

Claims

1. An integrated structure of tower crane foundation and waterproof liner, characterized in that: It includes a tower crane foundation mechanism (3), a waterproof mechanism (2), several anchor rods (4), several fixing mechanisms (8) and several reinforcing rods (6). The tower crane foundation mechanism (3) is connected to the foundation pit (1) through the waterproof mechanism (2). The waterproof mechanism (2) and the anchor rods (4) are connected to each other through the fixing mechanism (8). The anchor rods (4) are connected to the second connecting mechanism (7). The tower crane foundation mechanism (3) is connected to the first connecting mechanism (5), and the first connecting mechanism (5) and the second connecting mechanism (7) are connected to each other by a reinforcing rod (6). The waterproof mechanism (2) includes a waterproof main board (202).

2. The integrated tower crane foundation and waterproofing membrane structure according to claim 1, characterized in that: The fixing mechanism (8) includes a pressing plate (801) and a fixing nut (802). The fixing nut (802) is threaded onto the body of the anchor rod (4). The pressing plate (801) abuts against the waterproof main plate (202).

3. The integrated tower crane foundation and waterproofing membrane structure according to claim 1, characterized in that: The waterproof mechanism (2) also includes a support plate (201), and the waterproof main plate (202) is fixedly installed on the bottom side of the support plate (201).

4. The integrated tower crane foundation and waterproofing membrane structure according to claim 2, characterized in that: The fixing nut (802) is rotatably mounted on the top side of the extrusion plate (801).

5. The tower foundation and waterproof board integrated structure according to claim 1, characterized in that: The first connecting mechanism (5) includes a first mounting plate (501) and a first bolt (503). The first mounting plate (501) has a plurality of first mounting holes (502), and the first bolt (503) is threaded inside the reinforcing rod (6).

6. The tower foundation and waterproof board integrated structure according to claim 5, characterized in that: The first bolt (503) is threaded inside the first mounting hole (502).

7. The crane foundation and waterproofing panel integrated structure of claim 1, wherein: The second connecting mechanism (7) includes a second mounting plate (701) and a second bolt (703). The second mounting plate (701) is sleeved on the body of the anchor rod (4), and the second bolt (703) is threaded inside the reinforcing rod (6).

8. The crane foundation and waterproof board integrated structure according to claim 7, characterized in that: The second mounting plate (701) has several second mounting holes (702) inside, and the second bolt (703) is threaded into the second mounting holes (702).

9. The tower foundation and waterproof board integrated structure according to claim 1, characterized in that: A water-stop steel plate is provided at the joint between the waterproof main board (202) and the tower crane foundation mechanism (3).

10. The integrated tower crane foundation and waterproof membrane structure according to claim 1, characterized in that: The reinforcing rod (6) is made of high-strength steel.