WO2022271114A1

WO2022271114A1 - Rising tower crane in elevator hole

Info

Publication number: WO2022271114A1
Application number: PCT/TR2021/050771
Authority: WO
Inventors: Bayram AYCICEK; Abdullah Taha AVCILAR; Samet Bedirhan ELEN; Emre YAMAN; Ahmet Rahim MUTLU; Yusuf UZUN; Muhammed Emre ATAS; Mustafa TINKIR
Original assignee: Arnikon Muhendislik Yapi Makine Sanayi Ve Ticaret Limited Sirketi
Priority date: 2021-06-25
Filing date: 2021-08-04
Publication date: 2022-12-29

Abstract

The invention; is about the innovative tower crane system that can be easily used in both large and small capacity constructions to lift, carry and place parts used in construction, which is placed in the elevator hole of the construction and has self-rising properties. The main purpose of the self-climbing innovative tower crane system like standard tower crane system is lifting, carrying and placing of the desired load in the construction site during the construction. However, it has a completely different design from the set-up and rising logic of the other tower crane systems.

Description

RISING TOWER CRANE IN ELEVATOR HOLE

TECHNICAL FIELD

The invention; is about the innovative tower crane system that can be easily used in both large and small capacity constructions to lift, carry and place parts used in construction, which is placed in the elevator hole of the construction and has self rising properties.

PRIOR ART

Cranes used in construction are an indispensable part of the construction process. Their ergonomic designs, economy and functionality are of great importance for the user. Especially crane type used in construction are tower cranes. Today, while the use of tower cranes in large capacity construction sites has become a necessity, it is not preferred due to reasons such as not being economical to use in medium and small capacity constructions (min. 15 m.), installation, difficulty of use, and not being able to use without an operator.

The main problems of tower cranes in the known technic are:

• Tower components that form the body of the tower cranes and enable them to be raised are used. These tower components are called mast. The rising principle of tower cranes is that: as much as the working height, replacing the lower part with the mast element and reaching the desired working height. Therefore, the mast requirement is quite high. This requirement is reflected to the contractor as both time and financial loss, in logistics, assembly and assembly processes.

• With the increase in the number of masts, the number of critical connection parts also increases. Checking these parts after each assembly and disassembly of the tower crane is mandatory in terms of occupational safety and this creates a waste of time. In known techniques, bolted connections are generally preferred. According to the technique, connections are made with 8-16 pins every 3 meters on average. The increase in the number of critical connection parts also causes possible accidents.

• In the tower cranes of the known technique, the concrete pouring method (anchorage) is applied to the ground to balance the bending moment or approximately 100 tons of concrete blocks are placed on a chassis system. Especially in construction sites with a large surface area and uneven ground, the preparation, assembly and disassembly of the tower crane ground becomes very difficult.

• In free-running tower cranes, very serious precautions are taken during the ascent process. This process is completed within 1-2 days by an expert team using an elevating mechanism. This both creates a need for qualified personnel in the sector and creates a waste of time.

• Since tower cranes are controlled from above in conventional methods, a cabin and operator must be present in the tower section. Since it is very dangerous to work in tower cranes and it is difficult to obtain operating certificates, there are very few tower crane operators in our country and in the world. This creates sterility in the sector in terms of qualified personnel.

• Free working tower cranes are directly exposed to wind load as they operate in open area. Winds blowing at various frequencies and high speeds are the main cause of overturning of tower cranes and occupational accidents.

BRIEF DESCRIPTION OF THE INVENTION

The tower crane system, which is the subject of the invention, is installed in the elevator hole during the construction phase. In this hole, it rises by itself from the ground floor to the last floor. Briefly, it does not require as many masts as standard tower cranes. In addition to these features, it can rotate at the desired angle on each floor surface, lift, carry and place the desired load from the construction site.

The most important features that distinguish the inventive system from conventional tower cranes are:

- The lower part of the crane consists of a single mast and the entire system can rise spontaneously in the elevator hole as the construction is done. Therefore, the inventive system does not need as many masts as the total number of floors like other tower cranes that can rise by itself as the floor is built.

- Fixing the mast to the elevator hole walls and supporting the entire crane system from there during rising and operation. Therefore, there is no need for base chassis and ground concrete weights when compared to other tower cranes. In addition, previous technic tower crane systems have to be supported from the ground and the outer walls of the construction during operation and rising. There is no such requirement for the tower crane which is the subject of the invention.

- The system subject to the invention is not exposed to wind loads since it is placed in the construction elevator hole. For this reason, the risk of overturning due to the wind is negligible compared to the tower cranes of the known technique.

- Since the system consists of a single main body and a mounted tower part, it has become possible to transport it with a single truck and exporting has become easier by eliminating the logistics cost. Thus, the necessity of transporting the masts required by the tower cranes of the known technique in the lifting process with at least 8 trucks in direct proportion to the height of the tower crane has been eliminated.

- Since there is no need for stabilizing concrete blocks during the set-up phase, the assembly is carried out very easily and quickly.

- During the rising operation, without the need of a separate machine or crane, it is possible for the crane to rise with a team of 2 people together.

- It can be used without the need for a standard tower crane operator.

As a result of the researches, a tower crane that is placed in the construction elevator hole, does not have a base chassis, does not need moment-balancing ground concrete weights, does not have an operator in the tower part of the crane, and has the ability to rise by itself without the need for additional masts as the number of floors rises is not found in the known technique. Our invention is technically and qualitatively different from the tower crane systems of the known technique with all these innovative features.

THE LIST OF FIGURES

Figure 1. General View of the Tower Crane Placed in the Elevator Hole Figure 2. View of the Tower Crane Placed in the Elevator Hole Figure 3. General View of Tower Crane

Figure 4. Front View of the Tower Crane Placed in the Elevator Hole

Figure 5. Rear View of the Tower Crane Placed in the Elevator Hole

Figure 6. General View of the Tower Part

Figure 7. General View of the Floor Fixing Parts

Figure 8. Assembled View of the Mast Part to the Ground Fixing Parts

Figure 9. General View of the Mast Part

Figure 10. General View of the Elevator Hole Fixing System Figure 11. Detail View of the Elevator Hole Fixing System

Figure 12. General View of the Rising Cylinder

Figure 13. General View of the Cylinder Support System

Figure 14. Piston Rod Climbing System Overview

Figure 15. General View of the Mast Support and Rising Wheels

Figure 16. Overview of the Elevator Hole Fixing System and Components

Figure 17. Overview of the Elevator Hole Fixing System and Components

Figure 18. Overview of the Elevator Hole Fixing System and Components

Figure 19. Roulette Mounted View

Figure 20. Roulette Slot General View

Figure 21. General View of the Tail Balancing Part and Components

The cross numbers of the components that stated in the list of figures are given below;

1. The Mast Part

1.1 Climbing Tabs of the Rising Mechanism

1.2 Hydraulic Cylinders of the Rising Mechanism

1.3 Cylinder Support Part of the Rising Mechanism

1.3.1 The Lower Carrier Jaw for the Climbing Tabs

1.3.2 Support Part

1.3.3 Lower Pin as Revolute Joint

1.3.4. Lower Slide Mechanism

1.3.5. Lower Torsion Spring

1.4 Piston Rod Climbing System of the Rising Mechanism

1.4.1 The Upper Carrier Jaw for the Climbing Tabs

1.4.2 Upper Pin as Revolute Joint

1.4.3 Upper Slide Mechanism 1.4.4. Upper Torsion Spring

1.5 The Holes of the Mast for Elevator Hole Fixing System

1.6 Rising Slide

2. The Fixing Parts of The Mast to the Ground Concrete

2.1 Fixings Studs

2.2 Steel Plate

2.3 Fixing Bolts 2.4 Fixing Pins

2.5 Fixing Holes

3. Elevator Hole Fixing System of the Mast

3.1 Male Fixing Apparatus for Elevator Hole Concrete 3.2 Female Fixing Apparatus

3.3 Fixing Pins for the Mast Hole

3.4 Fixing Cylinders

3.5 The Mast Support and Rising Wheels

4. Roulette 4.1 Roulette Slot Part

4.2 Locking System

5. The Tower Part

6. Main Boom

7. Tail Balancing Part 7.1 Balancing Arms

7.2 Balancing Concrete Blocks

8. Carriage Part

8.1 Rope System

8.2 Hook 9. Hydraulic Power Unit of the Rising Cylinders

10. Hydraulic Power Unit of the Fixing Cylinders

11. Crane Control System

12. Control Units of The All Hydraulic Systems 12.1 The Fixing System Hydraulic Controller 12.2 The Rising Mechanism Hydraulic Controller

13. The Lifting System for the Mast Fixing System

DETAILED DESCRIPTION OF THE INVENTION

The invention is about the innovative self-rising tower crane system consisting of thirteen main parts such as the mast part (1), the fixing parts of the mast to the ground concrete (2), elevator hole fixing system of the mast (3), roulette (4), the tower part (5), main boom (6), tail balancing part (7), carriage part (8), hydraulic power unit of the rising cylinders (9), hydraulic power unit of the fixing cylinders (10), crane control system (11), control units of the all hydraulic systems (12) and the lifting system for the mast fixing system (13).

The mast part (1) contains; climbing tabs of the rising mechanism (1.1), hydraulic cylinders of the rising mechanism (1.2), cylinder support part of the rising mechanism (1.3), piston rod climbing system of the rising mechanism (1.4), the holes of the mast for elevator hole fixing system (1.5) and rising slide (1.6).

The cylinder support part of the rising mechanism (1.3) includes that the lower carrier jaw for the climbing tabs (1.3.1), support part (1.3.2), lower pin as revolute joint (1.3.3), lower slide mechanism (1.3.4) and lower torsion spring (1.3.5). The piston rod climbing system of the rising mechanism (1.4) contains; the upper carrier jaw for the climbing tabs (1.4.1), upper pin as revolute joint (1.4.2), upper slide mechanism (1.4.3) and upper torsion spring (1.4.4).

The fixing parts of the mast to the ground concrete (2) consist of fixings studs (2.1), steel plate (2.2), fixing bolts (2.3), fixing pins (2.4) and fixing holes (2.5). Elevator hole fixing system of the mast (3) contains; at least four male fixing apparatus for elevator hole concrete (3.1), at least four female fixing apparatus (3.2), fixing pins for the mast hole (3.3), at least four fixing hydraulic cylinders (3.4) and at least eight mast support and rising wheels (3.5).

The main purpose of our invention is to lift, carry and place the desired load on the construction site during construction. Our invention has a completely different operating system and requirement than the setup and elevation logic of other tower crane systems. The installation and self-rising stages of our invention will be explained below with examples.

The set-up operation of our invention: Single column mast part (1) consists of climbing tabs of the rising mechanism (1.1), hydraulic cylinders of the rising mechanism (1.2), cylinder support part of the rising mechanism (1.3), piston rod climbing system of the rising mechanism (1.4), the holes of the mast for elevator hole fixing system (1.5) and rising slide (1.6). The fixing parts of the mast to the ground concrete (2) contain fixings studs (2.1), steel plate (2.2), fixing bolts (2.3), fixing pins (2.4) and fixing holes (2.5).

A steel plate (2.2) and fixing bolts (2.3) are placed on the four fixing studs (2.1) and it is placed on the ground using a mold before pouring the concrete. After this process, elevator floor concrete is poured on them. Then, the mast part (1) is placed using mobile crane in such a way that it coincides with these four studs (2.1). Eight fixing pins (2.4) are attached to the fixing holes (2.5) and fixing studs (2.1) of the mast (1). Thus, the single column mast (1) and the fixing studs (2.1) are combined and fixed to the elevator hole ground.

On the other hand roulette (4) consists of the roulette slot part (4.1) and the locking system (4.2). The roulette (4), which is the upper and movable part of the tower crane, is placed on the roulette slot part (4.1) and the mast (1) with eight fixing studs and bolt-nut connection.

Then, at least three elevator hole fixing systems of the mast (3) are placed from the upper part to the lowest part of the mast part (1). The lifting system (13) is used for the mast fixing system (3) located on the upper part of the mast part (1).

Each of the elevator hole fixing systems of the mast (3) consist of at least four male fixing apparatus for elevator hole concrete (3.1), at least four female fixing apparatus (3.2), fixing pins for the mast hole (3.3), at least four fixing hydraulic cylinders (3.4) and at least the mast support and rising wheels (3.5). In addition, hydraulic power unit of the fixing cylinders (10) are located on top of each elevator hole fixing systems of the mast (3)

Hydraulic power unit of the fixing cylinders (10); includes the control system and valves, supplies pressurized hydraulic oil to the fixing cylinders (3.4). The four fixing hydraulic cylinders (3.4) are operated and controlled independently of each other within each of the elevator hole fixing system of the mast (3).

Additionally, both hydraulic power unit of the rising cylinders (9) and hydraulic power unit of the fixing cylinders (10) are on the second (middle) elevator hole fixing system of the mast (3), but there are two separate controllers as the fixing system hydraulic controller (12.1) and the rising mechanism hydraulic controller (12.2). The reason for this is that both hydraulic cylinders of the rising mechanism (1.2) and fixing cylinders (3.4) are located on the second (middle) elevator hole fixing system of the mast (3).

The tower part (5) is connected to the main boom (6) from the front and to the tail balancing part (7) from the rear with the balancing arms (7.1). The carriage part (8) consisting of the rope system (8.1), the hook (8.2) and the crane control system (11) are placed on the main boom (6), respectively. Thus, the upper and movable part of the tower crane is formed. Finally, balancing concrete blocks (7.2) are placed on the tail balancing part (7). Mobile cranes are used in all these operations again. Thus, the set-up process of the inventive system has been carried out, and it can be used freely (without the need to rise) at a maximum height of 10 meters with only the ground connection.

In addition, four male fixing apparatus (3.1) of each elevator hole fixing system of the mast (3) are placed inside the U-shaped carcass of each floor by using molds before the elevator hole concrete is poured. Then the elevator hole concrete is poured and these male fixing apparatus (3.1) remain in the U-shaped elevator hole concrete. Thus, one of the necessary conditions is provided for the crane to be fixed and balanced as the floor rises.

The lift system for the mast fixing system (13) is used to lift the lower, middle and upper elevator hole fixing system of the mast (3) to the desired position. Then, these three mast fixing systems (3) are aligned respectively (for example: first, second and third floors) with the male fixing apparatus embedded in the elevator hole concrete of each floor. The fixing cylinders (3.4) are actuated using the fixing system hydraulic controller (12.1) and the four female fixing apparatus (3.2) in each of the mast fixing systems (3) move forward and are positioned in such a way that they are intertwined with the male fixing apparatus (3.1) and tightened with pins. Then, the fixing pins for the mast hole (3.3) are passed through the mast holes (1.5) to fix the mast fixing systems (3) on the mast (1).

The self-rising working scenario of the system that is the subject of the invention is as follows: This process begins when an additional floor is to be built in the building after a maximum of 10 meters. Because the crane can only work with the ground connection at maximum height of 10 meters. There are at least two hydraulic cylinders of the rising mechanism (1.2) that provide simultaneous movement on the mast part (1). The lower part of these cylinders is connected to the cylinder support part of the rising mechanism (1.3), and the upper part is connected to the piston rod climbing system of the rising mechanism (1.4). The lower carrier jaw for the climbing tabs (1.3.1) and the upper carrier jaw for the climbing tabs (1.4.1), which are located in cylinder support part of the rising mechanism (1.3) and the piston rod climbing system of the rising mechanism (1.4), are attached to climbing tabs of the rising mechanism (1.1) on the mast (1).

The climbing tabs of the rising mechanism (1.1) have consecutive rectangular slots evenly spaced. The climbing tabs of the rising mechanism (1.1) are a part of the mast part (1) and are placed in sequential order at equal distances in order to obtain the desired rising stroke in the crane. The tips of the lower carrier jaw for the climbing tabs (1.3.1) and the upper carrier jaw for the climbing tabs (1.4.1) are designed to be inserted into climbing tabs of the rising mechanism (1.1). On the other hand, the cylinder support part of the rising mechanism (1.3) is positioned with the support part

(1.3.2) to the middle elevator hole fixing system (3) on the mast. The crane rising scenario starts from the middle fixing system (3) on the mast part (1). Because the rising process is realized from hydraulic cylinders of the rising mechanism (1.2) on the middle elevator hole fixing system (3). At first, the mast part (1) must be disconnected from the ground for rising of the crane. For this purpose, firstly the fixing pins (2.4) are removed from the fixing studs (2.1), thereby the base of the mast part (1) becomes free. On the other hand, the fixing pins (3.3) are pulled which is connecting the lower and upper elevator hole fixing systems (3) with the mast part (1). However, the mast elevator hole fixing systems (3) on the first and third floors are connected with the female fixing apparatus (3.2) and the male fixing apparatus (3.1) still in the concrete. In other words, the crane system is connected to the elevator hole concrete with all the fixing systems (3) during the rising operations.

However, the mast part (1) is in contact with the mast support and rising wheels (3.5) on the lower and upper fixing systems (3). On the other hand, the mast part (1) is in contact with the fixing system (3) in the middle, both with the fixing pins (3.3) and also with the mast supporting and rising wheels (3.5). That is, fixing pins for the mast hole (3.3) which connect the middle of the fixing system (3) with the mast part (1), have not been pulled. The purpose of that is the mast part (1) slide up over the all fixing systems (3) via the mast supporting and rising wheels (3.5) on all fixing systems (3) during rising.

In addition, even though the fixing pins for the mast hole (3.3) connecting the bottom and the top fixing systems (3) with the mast (1), are pulled during the rising operations, the bending moment of the crane during the rise is minimized thanks to the contact of the mast supporting and rising wheels (3.5). Briefly, during the rising, the mast part (1) is connected to the middle fixing system (3) and it is only in contact with the other fixing systems with the supporting and rising wheels (3.5).

Hydraulic cylinders of the rising mechanism (1.2) are actuated simultaneously at the same velocity and pressure using the rising mechanism hydraulic controller

(12.2). The lower slide mechanism (1.3.4) and the upper slide mechanism (1.4.3), located in the cylinder support part of the rising mechanism (1.3) and piston rod climbing system of the rising mechanism (1.4), have appropriate structure to slide over the rising slide (1.6) of the mast part (1). According to these slide mechanisms, when the cylinders move upwards, the piston rod and upper carrier jaw (1.4.1) connected to the upper slide mechanism (1.4.3) ensure both the advancement of the piston rods on the mast part (1) and the upward rise of the mast part (1).

At the moment of rising operation, the lower part of the cylinder is balanced on the middle fixing system (3) with the support part (1.3.2). In addition, in each climbing tabs progression, the lower carrier jaws (1.3.1) get into the climbing tabs (1.1) via the lower torsion spring (1.3.5), and supply the mast part (1) from the lower part of the cylinders. Therewithal, as the mast part (1) rises, the lower carrier jaws (1.3.1) can come out of the climbing tabs (1.1) using the lower torsion spring (1.3.5). In short, at the moment of rising, cylinder support part of the rising mechanism (1.3) provides both the upward movement of the mast part (1) and supports the mast part (1) when the lower carrier jaws (1.3.1) are in the climbing tabs (1.1). A similar scenario ensures that the piston rod climbing system (1.4) enters into the climbing tabs (1.1) and pushes the mast part (1) upwards in each piston rod upward stroke. Lower torsion springs (1.3.5) and upper torsion springs (1.4.4) provide lower carrier jaws (1.3.1) and upper carrier jaws (1.4.1) enter into the climbing tabs (1.1) and, they provide the rebound of the jaws due to the change of position as the mast part (1) rises.

In this way, the rising process is easily done according to the desired crane rising distance. In addition, the cylinder piston rods can be pulled down over the climbing tabs (1.1) and can get into the desired tabs with the upper jaws (1.4.1) and upper torsion springs (1.4.4). Thus, it is possible to raise the crane how many meters it is desired to be raised by the up and down movement of the piston rods on the mast climbing tabs (1.1). The retraction of the rising cylinders (1.2) is realized that the upper carrier jaws (1.4.1) located at the end of the piston rod, coming out of the climbing tabs (1.1) and entering a lower tab. In this process, leaving the tab and entering a lower tab again of the upper jaw is provided by the reaction force of the upper torsion spring (1.4.4) on it. While this process is taking place, the mast part (1) is supported by the lower carrier jaw (1.3.1) located in the cylinder support system (1.3) within the climbing tabs (1.1). The rising cylinders (1.2) can also overcome the load of the mast part that comes on them by pressing the support part (1.3.2) on the fixing system (3). After this process, the crane is raised to a higher working distance before the building’s floor is used in the construction of that floor. In other words, since the first rising process starts after a maximum of 10 meters, the crane rises above the next floor distance. Thus, the base of the mast part (1) is also separated from the elevator ground floor and rises one floor. On the other hand, the fixing pins (3.3) which connect the lower and upper of the elevator hole fixing systems (3.3) with the mast part (1), are reinserted.

Thus, the tower crane system is ready to assist the workers in constructing an additional floor by lifting, carrying and placing the desired load at the construction site. These processes are repeated in the same order of operations as floors are built in construction, and the innovative tower crane system can rise from the building elevator hole to the top of the building with its self-rising system. Our invention, which differs from the tower cranes of the known technique with all these features, is a new tower crane that allows installation / use in the most difficult terrains / conditions without the need for practical, safe, expertise, complex equipment and extra labor.

Claims

1. It is a tower crane consisting of a single part tower element rising in the elevator hole, and its feature is;

- the single column mast part (1),

- the fixing parts of the mast to the ground concrete (2), which enable the mast part (1) to be fixed to the ground,

- at least three elevator hole fixing system of the mast (3), located from the top of the mast part (1) to the lowest part,

- the roulette (4) providing the rotational movement, the roulette slot (4.1) and the locking system (4.2),

- the tower part (5) connected to the main boom (6) from the front and to the tail-balancing part (7) with the balancing arms (7.1) from the rear,

- the hydraulic power unit of the fixing cylinders (10), which includes the control system and valves, supplying pressurized hydraulic oil to the fixing cylinders (3.4),

- it is characterized in that it includes the lifting system for the mast fixing system (13), which is mounted on the top of the mast (1) and is used to lift the lower, middle and upper elevator hole fixing system of the mast (3) to the desired position.

2. It is the mast part (1) mentioned in Claim 1, and its feature is;

- the climbing tabs of the rising mechanism (1.1) with equally spaced consecutive rectangular slots,

- the hydraulic cylinders of the rising mechanism (1.2), the lower part of which is connected to the cylinder support part of the rising mechanism (1.3) and the upper part to the piston rod climbing system of the rising mechanism (1.4),

- the cylinder support part of the rising mechanism (1.3),

- the piston rod climbing system of the rising mechanism (1.4),

- the holes of the mast for elevator hole fixing system (1.5) provides the elevator hole fixing system of the mast (3) fixed on the mast (1) by fixing pins for the mast hole (3.3) passing through in it. - it is characterized that it includes rising slide (1.6) that allows the mast (1) slides in the lower slide mechanism (1.3.4) and the upper slide mechanisms (1.4.3) at the moment of rising.

3. It is the fixing parts of the mast to the ground concrete (2) mentioned in Claim 1, and its feature is;

- it has a design suitable for lower internal geometry of the mast (1) and it has the fixing studs (2.1) which are connected to the mast at eight points with fixing pins (2.4) and symmetrical fixing holes (2.5),

- it has a steel plate (2.2) which is rectangular in shape and has a hole geometry that can pass through the fixing studs (2.1), which enables the mast to be fixed to the elevator floor concrete,

- fixing bolts (2.3),

- it is characterized that contains fixing pins (2.4) and fixing holes (2.5).

4. It is the elevator hole fixing system of the mast (3) mentioned in Claim 1 , and its feature is;

- male fixing apparatus for elevator hole concrete (3.1), enabling the mast to be fixed in the elevator hole,

- female fixing apparatus (3.2) for fixing the mast in the elevator hole,

- fixing pins for the mast hole (3.3),

- fixing hydraulic cylinder (3.4),

- It is characterized by the mast support and rising wheel (3.5), which minimizes the bending moment by contacting of the mast, and provides that the mast (1) slides up over elevator hole fixing system of the mast (3).

5. It is the elevator hole fixing system of the mast (3) mentioned in Claim 1 , and its feature is; it is characterized by the hydraulic power unit of the fixing cylinders (10) on each of them.

6. It is the elevator hole fixing system of the mast (3) mentioned in Claim 1 , and its feature is; It is characterized in that it contains four fixing hydraulic cylinders (3.4), each of which is operated and controlled independently of each other.

7. It is the elevator hole fixing system of the mast (3) mentioned in Claim 1, and its feature is; it is characterized in that it contains both hydraulic power unit of the rising cylinders (9) and hydraulic power unit of the fixing cylinders (10) on the second (the middle one).

8. It is the roulette (4) mentioned in Claim 1, and its feature is; It is characterized by the roulette slot part (4.1) and the locking system (4.2).

9. It is the tower part (5) mentioned in Claim 1 , and its feature is; It is characterized as the part that connects the mast (1) and roulette (4) parts to the main boom (6) and tail balancing part (7).

10. It is the cylinder support part of the rising mechanism (1.3) mentioned in Claim 2, and its feature is;

- the lower carrier jaw for the climbing tabs (1.3.1) that allow the lower part of the cylinders to both make the mast move upwards and support the mast when attached to the climbing tabs during rising and crane working operation,

- the support part (1.3.2) that provides the support of the lower part of the cylinder on the elevator hole fixing system of the mast (3) when the crane rises, and thus, ensures that the load on the cylinders is taken on the fixing system while the upper carrier jaw of the piston rod in tabs (1.4.1),

- lower pin as revolute joint (1.3.3),

- the lower slide mechanism (1.3.4) which ensures the sliding of the mast rising slide (1.6) at the moment of crane rising,

- It is characterized that it contains lower torsion spring (1.3.5) which ensures that the lower carrier jaws (1.3.1) are inserted into the climbing tabs (1.1) and that the jaws recoil due to the change of tab position as the mast rises.

11. lt is the piston rod climbing system of the rising mechanism (1.4) in Claim 2, its feature is;

- the upper carrier jaw for the climbing tabs (1.4.1) which ensures that the cylinder piston rods are attached to the climbing tabs during rising and crane working operation, thereby providing both rising and support of the mast part (1),

- upper pin as revolute joint (1.4.2),

- the upper slide mechanism (1.4.3) that allows the sliding of the mast rising slide (1.6) at the moment of crane rising,

- It is characterized that it contains upper torsion spring (1.4.4) which ensures that the upper carrier jaws (1.4.1) are inserted into the climbing tabs (1.1) and that the jaws recoil due to the change of tab position as the mast rises.

12. lt is the male fixing apparatus for elevator hole concrete (3.1) mentioned in Claim 4, and its feature is; it is characterized by placing into the U-shaped carcass of each floor using molds before pouring the concrete of the elevator hole, which provides one of the necessary conditions for the crane to be fixed and balanced as the floor rises.